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PC 2018/03/05 City of Anaheim Planning Commission Agenda Monday, March 5, 2018 Council Chamber, City Hall 200 South Anaheim Boulevard Anaheim, California • Chairperson: Bill Dalati • Chairperson Pro-Tempore: Michelle Lieberman • Commissioners: John Armstrong, Jess Carbajal, John Gillespie, Kimberly Keys, Steve White • Call To Order - 5:00 p.m. • Pledge Of Allegiance • Public Comments • Public Hearing Items • Commission Updates • Discussion • Adjournment For record keeping purposes, if you wish to make a statement regarding any item on the agenda, please complete a speaker card in advance and submit it to the secretary. A copy of the staff report may be obtained at the City of Anaheim Planning and Building Department, 200 South Anaheim Boulevard, Anaheim, CA 92805. A copy of the staff report is also available on the City of Anaheim website www.anaheim.net/planning on Thursday, March 1, 2018, after 5:00 p.m. Any writings or documents provided to a majority of the Planning Commission regarding any item on this agenda (other than writings legally exempt from public disclosure) will be made available for public inspection in the Planning and Building Department located at City Hall, 200 S. Anaheim Boulevard, Anaheim, California, during regular business hours. You may leave a message for the Planning Commission using the following e-mail address: planningcommission@anaheim.net 03-05-2018 Page 2 of 5 APPEAL OF PLANNING COMMISSION ACTIONS Any action taken by the Planning Commission this date regarding Reclassifications, Conditional Use Permits, Variances, Public Convenience or Necessity Determinations, Tentative Tract and Parcel Maps will be final 10 calendar days after Planning Commission action unless a timely appeal is filed during that time. This appeal shall be made in written form to the City Clerk, accompanied by an appeal fee in an amount determined by the City Clerk. The City Clerk, upon filing of said appeal in the Clerk's Office, shall set said petition for public hearing before the City Council at the earliest possible date. You will be notified by the City Clerk of said hearing. If you challenge any one of these City of Anaheim decisions in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in a written correspondence delivered to the Planning Commission or City Council at, or prior to, the public hearing. Anaheim Planning Commission Agenda - 5:00 P.M. Public Comments This is an opportunity for members of the public to speak on any item under the jurisdiction of the Anaheim City Planning Commission or provide public comments on agenda items with the exception of public hearing items. 03-05-2018 Page 3 of 5 Public Hearing Items ITEM NO. 2 CONDITIONAL USE PERMIT NO. 2018-05953 (DEV2018-00006) Location: 1339 North East Street Request: To upgrade an existing on-sale of beer and wine Alcoholic Beverage Control (ABC) license to a Type 47 (On-Sale General) license in conjunction with an existing restaurant (El Farolito Jr.). Environmental Determination: The Planning Commission will consider whether the proposed action is Categorically Exempt from the requirements to prepare additional environmental documentation per California Environmental Quality Act (CEQA) Guidelines, Section 15301, Class 1 (Existing Facilities). Resolution No. ______ Project Planner: Wayne Carvalho wcarvalho@anaheim.net ITEM NO. 3 VARIANCE NO. 2018-05099 (DEV2017-00049) Location: 545 North Euclid Street Request: The applicant requests a variance to permit a reduced landscape setback to construct a new bank building with a drive-through lane. Environmental Determination: The Planning Commission will consider whether the proposed action is Categorically Exempt from the requirements to prepare additional environmental documentation per California Environmental Quality Act (CEQA) Guidelines, Section 15303, Class 3 (New Construction). Resolution No. ______ Project Planner: Joanne Hwang jhwang@anaheim.net 03-05-2018 Page 4 of 5 ITEM NO. 4 CONDITIONAL USE PERMIT NO. 2017-05911 (DEV2017-00031) Location: 1041 and 1065 North PacifiCenter Drive, and 1071 and 1081 North Tustin Avenue Request: To demolish 26,000 square feet of office space and remove approximately 310,000 square feet of surface parking lots and 100,000 square feet of landscaping; and, to construct 406 apartment units and 5,000 square feet of new commercial space. The request includes permitting development with an interior structural setback and landscape setback that is less than the setback area required by the Anaheim Municipal Code. Environmental Determination: The Planning Commission will consider whether the proposed action is statutorily exempt from the requirements to prepare additional environmental documentation pursuant to Section 21155.4 of the California Environmental Quality Act (CEQA) Statute. Resolution No. ______ Project Planner: Scott Koehm skoehm@anaheim.net Adjourn to Monday, March 19, 2018 at 5:00 p.m. 03-05-2018 Page 5 of 5 CERTIFICATION OF POSTING I hereby certify that a complete copy of this agenda was posted at: 10:00 a.m. February 28, 2018 (TIME) (DATE) LOCATION: COUNCIL CHAMBER DISPLAY CASE AND COUNCIL DISPLAY KIOSK SIGNED: ANAHEIM CITY PLANNING COMMISSION The City of Anaheim wishes to make all of its public meetings and hearings accessible to all members of the public. The City prohibits discrimination on the basis of race, color, or national origin in any program or activity receiving Federal financial assistance. If requested, the agenda and backup materials will be made available in appropriate alternative formats to persons with a disability, as required by Section 202 of the Americans with Disabilities Act of 1990 (42 U.S.C. Sec. 12132), and the federal rules and regulations adopted in implementation thereof. Any person who requires a disability-related modification or accommodation, including auxiliary aids or services, in order to participate in the public meeting may request such modification, accommodation, aid or service by contacting the Planning and Building Department either in person at 200 South Anaheim Boulevard, Anaheim, California, or by telephone at (714) 765-5139, no later than 10:00 a.m. one business day preceding the scheduled meeting. La ciudad de Anaheim desea hacer todas sus reuniones y audiencias públicas accesibles a todos los miembros del público. La Ciudad prohíbe la discriminación por motivos de raza , color u origen nacional en cualquier programa o actividad que reciba asistencia financiera federal. Si se solicita, la agenda y los materiales de copia estarán disponible en formatos alternativos apropiados a las personas con una discapacidad, según lo requiere la Sección 202 del Acta de Americanos con Discapacidades de 1990 (42 U.S.C. Sec. 12132), las normas federales y reglamentos adoptados en aplicación del mismo. Cualquier persona que requiera una modificación relativa a la discapacidad, incluyendo medios auxiliares o servicios, con el fin de participar en la reunión pública podrá solicitar dicha modificación, ayuda o servicio poniéndose en contacto con la Oficina de Secretaria de la Ciudad ya sea en persona en el 200 S Anaheim Boulevard, Anaheim, California, o por teléfono al (714) 765-5139, antes de las 10:00 de la mañana un día habil antes de la reunión programada. 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net ITEM NO. 2 PLANNING COMMISSION REPORT City of Anaheim PLANNING AND BUILDING DEPARTMENT DATE: MARCH 5, 2018 SUBJECT: CONDITIONAL USE PERMIT NO. 2018-05953 LOCATION: 1339 North East Street (El Farolito Jr. Restaurant) APPLICANT/PROPERTY OWNER: The applicant is Jose Nungaray representing El Farolito Jr. Restaurant and the property owner is Dennis R. Sciotto. REQUEST: The applicant is requesting approval of a conditional use permit to upgrade an existing “Type 41” On-Sale Beer and Wine-Eating Place Alcoholic Beverage Control (ABC) license to a “Type 47” On-Sale General– Eating Place license at an existing restaurant. RECOMMENDATION: Staff recommends that the Planning Commission adopt the attached resolution, determining that this request is categorically exempt from further environmental review under the California Environmental Quality Act (Class 1, Existing Facilities) and approving Conditional Use Permit No. 2018- 05953. BACKGROUND: This 0.61-acre property is occupied with a 4,210 square foot restaurant building which was built in 1966. The property is located in the “I” Industrial zone and the General Plan designates this property for Medium Density Residential land uses. This triangular-shaped property is surrounded by industrial uses to the south, a flood control channel to the west, and single-family residences to the east across East Street. PROPOSAL: The applicant currently operates under an ABC Type 41 on-sale beer and wine license and proposes to upgrade to a Type 47 on-sale general ABC license for on-site consumption at the existing restaurant. El Farolito Jr. opened in May of 2002 after the prior restaurant closed. The restaurant was issued a Type 41 license in 2003 to serve beer and wine in conjunction with food sales following the approval of Conditional Use Permit No. 2003-04738. The applicant would now like to offer a full variety of alcoholic beverages to customers to complement the food served at the restaurant. The restaurant currently has 25 employees and is open Sunday through Thursday from 8:00 a.m.-12:00 a.m., and Friday and Saturday from 8:00 a.m.-1:00 a.m. CONDITIONAL USE PERMIT NO. 2018-05953 March 5, 2018 Page 2 of 4 No structural changes or exterior alterations to the building are proposed nor is there any proposed intensification of the restaurant use. FINDINGS AND ANALYSIS: Conditional Use Permit: Before the Planning Commission may approve a conditional use permit, it must make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) That the proposed use is properly one for which a conditional use permit is authorized by this code; 2) That the proposed use will not adversely affect the adjoining land uses, or the growth and development of the area in which it is proposed to be located; 3) That the size and shape of the site proposed for the use is adequate to allow the full development of the proposed use, in a manner not detrimental to either the particular area or health and safety; 4) That the traffic generated by the proposed use will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area; and 5) That the granting of the conditional use permit under the conditions imposed, if any, will not be detrimental to the health and safety of the citizens of the City of Anaheim. CONDITIONAL USE PERMIT NO. 2018-05953 March 5, 2018 Page 3 of 4 A conditional use permit is required to permit the sale of alcoholic beverages for on-site consumption in conjunction with a restaurant to ensure compatibility with surrounding land uses. A determination of public convenience or necessity is not required by the City for a Type 47 ABC license. The number of alcohol licenses allowed in each of the City’s census tracts is regulated by ABC and is based upon population. The restaurant is located within Census Tract No. 865.02, which has a population of 6,551 residents. This population allows for seven on-sale licenses and presently there are two licenses within the tract. It also allows for three off-sale licenses and there are presently three licenses in the tract. The location is within Police Reporting District No. 1426, which has a crime rate below the city average. There have been six calls for service to this location in the last year and they consisted of 1 burglary alarm, 1 trespass, 1 suspicious vehicle, 1 lost or stolen property, 1 mental case, and 1 petty theft. The crime rate within ¼ mile of this property is 19% above the city average related to calls for service during the past year consisting of eight petty thefts, nine drug violations, nine grand theft autos, and 15 simple assaults. The purpose of a conditional use permit is to analyze any potential impacts on adjacent properties and impose conditions of approval to ensure that any operational impacts would be minimal. Staff has evaluated the proposal and believes that if properly conditioned, alcoholic beverage service at this location would not pose adverse impacts to the surrounding properties. Staff has provided conditions of approval in the attached resolution to ensure that the use would not have a negative impact on the adjacent businesses or residents in the area, including the Police Department’s recommended conditions intended to regulate the use. These conditions include the following: o Requiring the premise to be operated as a bona fide restaurant with a full menu available at all times o Requiring ABC LEAD (Licensee Education on Alcohol and Drugs) training for employees o Prohibiting any exterior advertising of alcoholic beverages o Sales of alcoholic beverages for consumption off the premises are prohibited o Requiring security measures to the satisfaction of the Anaheim Police Department No increase in the parking requirement would occur since there would be no expansion of the existing restaurant. Based on these factors, staff believes that the proposed use would be compatible with the surrounding area and recommends approval of the conditional use permit. CONDITIONAL USE PERMIT NO. 2018-05953 March 5, 2018 Page 4 of 4 Environmental Impact Analysis: Staff recommends the Planning Commission find that the effects of the proposed project are typical of those generated within that class of projects (i.e., Class 1 – Existing Facilities) which consist of the repair, maintenance, and/or minor alteration of existing public or private structures or facilities, involving negligible or no expansion of use beyond that existing at the time of this determination, and that, therefore, pursuant to Section 15301 of Title 14 of the California Code of Regulations, the proposed project will not cause a significant effect on the environment and is, therefore, categorically exempt from the provisions of CEQA. CONCLUSION: Staff supports the requested conditional use permit to allow alcoholic beverage sales for on-site consumption in conjunction with an existing restaurant because the use would remain compatible with surrounding uses. The recommended conditions of approval would ensure that the alcoholic beverage sales would not have an adverse impact on the surrounding land uses. Staff recommends approval of this request. Prepared by, Submitted by, Wayne Carvalho Irma Huitron Contract Planner Acting Planning Services Manager Attachments: 1. Draft Conditional Use Permit Resolution 2. Applicant’s Request Letter 3. Police Department Memorandum 4. Plans 5. Photographs IDEV 2018-00006RESTAURANTRM-4 (MHP)DEL ESTESMOBILE ESTATES RM-4 (MHP)DEL ESTESMOBILE ESTATES I (MHP)DEL ESTESMOBILE ESTATES ISELF STORAGE FACILITY TRELIGIOUS USE IINDUSTRIAL O .C .F .C .D . O .C .F .C .D . O .C .F .C .D . IRETAIL IRETAIL IAUTO REPAIR/SERVICE C-GRETAIL C-GSERVICE STATION C-GOFFICES RM-4FOURPLEX RM-4FOURPLEXRM-4FOURPLEX RM-4FOURPLEX RS-2SINGLE FAMILY RESIDENCE RS-2SINGLE FAMILYRESIDENCE RS-2SINGLEFAMILYRESIDENCEIOFFICE USEIRESTAURANT RS-2SINGLE FAMILY RESIDENCE 91 FREEWAY 91 FRE EWAY N E A S T S T N E A S T S T E ROMNEYA DR E BALSAM AVE B U R T O N S T N N O R W O O D S T N C A N D L E W O O D S T E KE NW OOD AVE E KENWOOD AVE E. LA PALMA AVE E. ORANG ETHORPE AVE N . A C A C I A S T N . S T A T E C O L L E G E B L V D W.LA PALMA AVE 1 3 3 9 N o r t h Ea st Street D E V N o . 2 0 1 8-00006 Subject Property APN: 267-062-03 °0 50 100 Feet Aeria l Photo:Ma y 2 016 91 FREEWAY 91 FRE EWAY N E A S T S T N E A S T S T E ROMNEYA DR E BALSAM AVE B U R T O N S T N N O R W O O D S T N C A N D L E W O O D S T E KE NW OOD AVE E KENWOOD AVE E. LA PALMA AVE E. ORANG ETHORPE AVE N . A C A C I A S T N . S T A T E C O L L E G E B L V D W.LA PALMA AVE 1 3 3 9 N o r t h Ea st Street D E V N o . 2 0 1 8-00006 Subject Property APN: 267-062-03 °0 50 100 Feet Aeria l Photo:Ma y 2 016 [DRAFT] ATTACHMENT NO. 1 - 1 - PC2018-*** RESOLUTION NO. PC2018-*** A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ANAHEIM APPROVING CONDITIONAL USE PERMIT NO. 2018-05953 TO PERMIT A TYPE 47 (ON SALE GENERAL– EATING PLACE) ALCOHOLIC BEVERAGE CONTROL LICENSE AND MAKING CERTAIN FINDINGS IN CONNECTION THEREWITH (DEV2018-00006) (1339 NORTH EAST STREET) WHEREAS, the Planning Commission of the City of Anaheim (the "Planning Commission") did receive a verified petition to approve Conditional Use Permit No. 2018-05953 to permit the sale and consumption of beer, wine and distilled spirits with a Type 47 (On Sale General – Eating Place) license issued by the State of California Department of Alcoholic Beverage Control (herein referred to as "ABC") at an existing restaurant (the "Proposed Project") located at 1339 North East Street in the City of Anaheim, County of Orange, State of California (the "Property") as generally depicted on the map attached hereto as Exhibit A and incorporated herein by this reference; and WHEREAS, the Property is located in Industrial zone and is subject to the zoning and development standards contained in Chapter 18.10 (Industrial Zone) of the Code. The Anaheim General Plan designates the Property for Medium Density Residential land uses; and WHEREAS, the Planning Commission did hold a public hearing at the Civic Center in the City of Anaheim on March 5, 2018 at 5:00 p.m., notice of said public hearing having been duly given as required by law and in accordance with the provisions of Chapter 18.60 (Procedures) of the Code, to hear and consider evidence for and against the Proposed Project, and to investigate and make findings and recommendations in connection therewith; and WHEREAS, pursuant to and in accordance with the provisions of the California Environmental Quality Act (Public Resources Code Section 21000 et seq.; herein referred to as “CEQA”), the State of California Guidelines for the Implementation of the California Environmental Quality Act (commencing with Cal. Code Regs. tit. 14, § 15000; herein referred to as the "CEQA Guidelines"), and the City's Local CEQA Procedure Manual, the City is the "lead agency" for the preparation and consideration of environmental documents for the Proposed Project; and WHEREAS, this Planning Commission finds and determines that the effects of the Proposed Project are typical of those generated within that class of projects (i.e., Class 1 – Existing Facilities) which consist of the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of use beyond that existing at the time of this determination, and that, therefore, pursuant to Section 15301 of the CEQA Guidelines, the Proposed Project will not cause a significant effect on the environment and is, therefore, categorically exempt from the provisions of CEQA; and - 2 - PC2018-*** WHEREAS, this Planning Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration of all evidence and reports offered at said hearing with respect to the Proposed Project and, specifically, with respect to the request for Conditional Use Permit No. 2018-05953, does find and determine the following: 1. The proposed request to permit the restaurant with the sale and consumption of beer, wine, and distilled spirits within an existing restaurant is an allowable use within the "I" Industrial Zone, subject to a conditional use permit. 2. The proposed request to permit the sale and consumption of beer, wine, and distilled spirits within an existing restaurant would not adversely affect the surrounding land uses and the growth and development of the area in which it is proposed to be located because the Property is currently developed with a restaurant building and the proposed use is compatible with the existing uses in the surrounding area. 3. The size and shape of the site is adequate to allow the full development of the proposed use in a manner not detrimental to the particular area nor to the health, safety and general welfare of the public because the Property is already improved with a restaurant building and no expansion to the existing building or use is proposed. 4. The traffic generated by permitting the sale of beer, wine, and distilled spirits for on- premises consumption in conjunction with an existing restaurant would not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area because the number of vehicles entering and exiting the Property are consistent with the existing commercial use of the Property. 5. The granting of Conditional Use Permit No. 2018-05953 under the conditions imposed will not be detrimental to the health and safety of the citizens of the City of Anaheim. and; WHEREAS, this Planning Commission determines that the evidence in the record constitutes substantial evidence to support the actions taken and the findings made in this Resolution, that the facts stated in this Resolution are supported by substantial evidence in the record, including testimony received at the public hearing, the staff presentations, the staff report and all materials in the Proposed Project files. There is no substantial evidence, nor are there other facts, that detract from the findings made in this Resolution. This Planning Commission expressly declares that it considered all evidence presented and reached these findings after due consideration of all evidence presented to it. NOW, THEREFORE, BE IT RESOLVED that, based upon the aforesaid findings and determinations, this Planning Commission does hereby approve Conditional Use Permit No. 2018-05953, contingent upon and subject to the conditions of approval set forth in Exhibit B attached hereto and incorporated herein by this reference, which are hereby found to be a necessary prerequisite to the proposed use of the Property under Conditional Use Permit No. 2018-05953 in order to preserve the health, safety and general welfare of the citizens of the City of Anaheim. Extensions for further time to complete conditions of approval may be granted in accordance with Section 18.60.170 of the Code. Timing for compliance with conditions of approval may be amended by the Planning Director upon a showing of good cause provided (i) - 3 - PC2018-*** equivalent timing is established that satisfies the original intent and purpose of the condition, (ii) the modification complies with the Code, and (iii) the applicant has demonstrated significant progress toward establishment of the use or approved development. BE IT FURTHER RESOLVED that any amendment, modification or revocation of this permit may be processed in accordance with Chapters 18.60.190 (Amendment to Permit Approval) and 18.60.200 (City-Initiated Revocation or Modification of Permits) of the Code. BE IT FURTHER RESOLVED that this Planning Commission does hereby find and determine that adoption of this Resolution is expressly predicated upon applicant's compliance with each and all of the conditions hereinabove set forth. Should any such condition, or any part thereof, be declared invalid or unenforceable by the final judgment of any court of competent jurisdiction, then this Resolution, and any approvals herein contained, shall be deemed null and void. BE IT FURTHER RESOLVED that approval of this application constitutes approval of the proposed request only to the extent that it complies with the Code and any other applicable City, State and Federal regulations. Approval does not include any action or findings as to compliance or approval of the request regarding any other applicable ordinance, regulation or requirement. THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting of March 5, 2018. Said resolution is subject to the appeal provisions set forth in Chapter 18.60 (Procedures) of the Anaheim Municipal Code pertaining to appeal procedures and may be replaced by a City Council Resolution in the event of an appeal. CHAIRPERSON, PLANNING COMMISSION OF THE CITY OF ANAHEIM ATTEST: SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 4 - PC2018-*** STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Eleanor Morris, Secretary of the Planning Commission of the City of Anaheim, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Planning Commission of the City of Anaheim held on March 5, 2018, by the following vote of the members thereof: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: IN WITNESS WHEREOF, I have hereunto set my hand this 5th day of March, 2018. SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 5 - PC2018-*** - 6 - PC2018-*** EXHIBIT “B” CONDITIONAL USE PERMIT NO. 2018-05953 (DEV2018-00006) NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 1 There shall be no admission fee, cover charge, nor minimum purchase of alcoholic beverages required. Police Department 2 There shall be no exterior advertising of any kind or type, including advertising directed to the exterior from within, promoting or indicating the availability of alcoholic beverages. Police Department 3 The subject alcoholic beverage license shall not be exchanged for a public premise (bar) type license nor shall the establishment be operated as a public premise as defined in Section 23039 of the Business and Professions Code. Police Department 4 At all times when the premise is open for business, the premise shall be maintained as a bona fide restaurant and shall provide a menu containing an assortment of foods normally offered in such restaurant. Police Department 5 Parking lots, driveways, circulation areas, aisles, passageways, recesses and grounds contiguous to buildings, shall be provided with enough lighting to illuminate and make clearly visible the presence of any person on or about the premises during the hours of darkness and provide a safe, secure environment for all persons, property, and vehicles onsite. Police Department 6 There shall be no entertainment, amplified music or dancing permitted on the premise at any time unless the proper permits have been obtained from the City of Anaheim. Police Department 7 The business shall not employ or permit any persons to solicit or encourage others, directly or indirectly, to buy them drinks in the licensed premises under any commission, percentage, salary, or other profit- sharing plan, scheme or conspiracy. (Section 24200.5 Alcoholic Beverage Control Act) Police Department 8 Managers / Owners need to call the Department of Alcoholic Beverage Control and obtain LEAD (Licensee Education on Alcohol and Drugs Program) Training for themselves and service employees. The number is 714-558-4101. Police Department - 7 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 9 Any Graffiti painted or marked upon the premises or on any adjacent area under the control of the licensee shall be removed or painted over within 24 hours of being applied. Planning Department, Code Enforcement 10 The petitioner(s) shall be responsible for maintaining free of litter the area adjacent to the premises over which they have control. Police Department 11 The number of persons shall not exceed the maximum occupancy load as determined by the Anaheim Fire Department. Signs indicating the occupant load shall be posted in a conspicuous place on an approved sign near the main exit from the room. (Section 25.114(a) Uniform Fire Code) Police Department 12 The door(s) shall be kept closed at all times during the operation of the premises except in cases of emergency. Said door(s) not to consist solely of a screen or ventilated security door. Police Department 13 The Petitioner(s) shall post and maintain a professional quality sign facing the premises parking lot(s) that reads as follows: NO LOITERING, NO LITTERING NO DRINKING OF ALCOHOLIC BEVERAGES VIOLATORS ARE SUBJECT TO ARREST The sign shall be at least two feet square with two inch block lettering. The sign shall be in English and Spanish. Police Department 14 Sales of alcoholic beverages for consumption off the premises shall be prohibited. Police Department 15 Petitioner(s) shall police the area under their control in an effort to prevent the loitering of persons about the premises. Police Department 16 The owner shall be responsible for maintaining the property in an orderly fashion through the provision of regular maintenance and removal of trash or debris. Any graffiti painted or marked upon the buildings making up the subject Property shall be removed or painted over within 24 hours of being applied. Planning and Building Department, Code Enforcement Division - 8 - PC2018-*** GENERAL CONDITIONS OF APPROVAL 17 The Applicant shall defend, indemnify, and hold harmless the City and its officials, officers, employees and agents (collectively referred to individually and collectively as “Indemnitees”) from any and all claims, actions or proceedings brought against Indemnitees to attack, review, set aside, void, or annul the decision of the Indemnitees concerning this permit or any of the proceedings, acts or determinations taken, done, or made prior to the decision, or to determine the reasonableness, legality or validity of any condition attached thereto. The Applicant’s indemnification is intended to include, but not be limited to, damages, fees and/or costs awarded against or incurred by Indemnitees and costs of suit, claim or litigation, including without limitation attorneys’ fees and other costs, liabilities and expenses incurred by Indemnitees in connection with such proceeding. Planning and Building Department, Planning Services Division 18 The applicant is responsible for paying all charges related to the processing of this discretionary case application within 30 days of the issuance of the final invoice or prior to the issuance of building permits for this project, whichever occurs first. Failure to pay all charges shall result in delays in the issuance of required permits or may result in the revocation of the approval of this application. Planning and Building Department, Planning Services Division 19 The subject Property shall be developed, used and maintained substantially in accordance with plans and specifications submitted to the City of Anaheim by the petitioner and which plans are on file with the Planning Department, and as conditioned herein. Planning and Building Department, Planning Services Division El Farolito Jr. Letter of request Describe the project/proposal and reason for the request. The proposal for the conditional use permit is to upgrade the current alcohol license in the establishment. The restaurant currently has a beer and wine license and wishes to upgrade to a full liquor type 47 license for bona fide eating establishments. The business is currently operating from Sunday thru Thursdays from 8am‐12am, and Friday and Saturday from 8am‐1am. There are currently 25 employees, not including the owners, ranging from servers and bussers to cooks and dishwashers. Domestic and imported beer and wine are currently part of the menu, a license that was purchased in 2006. The property is roughly 4000 square feet, with 44 parking spaces and two handicapped spaces. The floor plan includes a waiting area, dining room, kitchen, dishwashing area, storage space, employee dressing room, office and restrooms. There have been no structural changes to the building. The restaurant is owned and operated by Mr. Jose Rogelio Nungary and Mrs. Margarita Sandoval, the property is owned by Dennis Sciotto. ATTACHMENT NO. 2 ATTACHMENT NO. 3 AT T A C H M E N T NO . 4 View of Restaurant from East Street View of Restaurant from North Parking Lot ATTACHMENT NO. 5 View of Entry and Front Counter View of Large Dining Room View of Small Dining Room 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net City of Anaheim PLANNING DEPARTMENT There is no new correspondence regarding this item. 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net ITEM NO. 3 PLANNING COMMISSION REPORT City of Anaheim PLANNING AND BUILDING DEPARTMENT DATE: MARCH 5, 2018 SUBJECT: VARIANCE NO. 2018-05099 LOCATION: 545 North Euclid Street (Chase Bank) APPLICANT/PROPERTY OWNER: The property owner is Anaheim Place Partners, LP, and the applicant is Dan Popa of Stantec Architecture, Inc. REQUEST: The applicant requests approval of a variance to allow a front landscape and structural setback less than required by the Code to permit the construction of a new bank with a drive-through lane. RECOMMENDATION: Staff recommends that the Planning Commission adopt the attached resolution, determining that this request is categorically exempt from further environmental review under the California Environmental Quality Act (Class 3, New Construction) and approving Variance No. 2018-05099. BACKGROUND: The proposed bank is located on a 0.44-acre property that is integrated into a larger 3.4 acre commercial center that is currently developed with a six-story office building, a bank, and a senior apartment complex. The subject property is located in the “C-G” General Commercial, “Mixed-Use” Overlay zone. The General Plan designates the property for Mixed Use land uses. The surrounding land uses include commercial uses to the north and east, a vacant lot to the south (which is planned for an auxiliary surface parking lot for the commercial center), and single family residential uses to the west, across Fairhaven Street. Several zoning entitlements have been granted for the existing developments within the commercial center. In 1969, the City Council approved Variance No. 2082 to permit a six story office building with a greater height and fewer parking spaces than required by the Code. In 1989, Conditional Use Permit No. 3155 was approved by the Planning Commission to permit a 2-story, 17-unit senior citizen apartment complex on the parcel at 536 North Fairhaven Street. Lastly, in June 2017, the Planning Commission approved Tentative Parcel Map 2017-112 that permitted a 4-lot subdivision for the existing commercial center, which required recordation of reciprocal access and parking agreement for all four parcels to ensure adequate access and parking is provided for all existing and future uses within the commercial center. The proposed bank would be located on Parcel Two of the approved tentative parcel map. A financial institution with a drive-through facility is a permitted by-right in the C-G zone. VARIANCE NO. 2018-05099 March 5, 2018 Page 2 of 4 PROPOSAL: The applicant proposes to construct a new 3,988 square foot bank building that includes a drive-through lane on the west side of the building. The project site is currently developed with a parking lot for the existing commercial center. The main vehicular access to the site would be provided by two existing driveways along Euclid Street. The proposed project would result in the loss of 89 existing on-site parking spaces and the restriping of 18 new parking spaces, resulting in a net loss of 71 on-site parking spaces; however, the vacant lot located south of the commercial center has been entitled for an auxiliary surface parking lot which would allow up to 100 new parking spaces for the commercial center. The development of the auxiliary parking lot would be required to be completed and operational prior to the issuance of the grading permit for the proposed project. With this new parking lot, the available parking for the commercial center would result in a net gain of 20 parking spaces (300 total parking spaces) in compliance with the Code. The proposed building would be set back 8’-5” to 19’-8” from the ultimate right-of-way on Euclid Street. A landscape planter that ranges between 12’-6” to 16’-6” in depth is also proposed along Euclid Street. The proposed bank building would replace the existing bank at the southwest corner of Crescent Avenue and Euclid Street. The existing bank would relocate to the new building once it is completed, and the existing bank building would be required to remain unoccupied until a new tenant and/or development plan, along with all required technical studies, are finalized for that site. A detailed development summary is included as Attachment 2 to this report. The proposed site plan is shown below: Site Plan FINDINGS AND ANALYSIS: Setback Variance: A variance shall be granted upon a finding by the Planning Commission that the evidence presented shows that all of the following conditions exist: 1) That there are special circumstances applicable to the property, including size, shape, topography, location or surroundings, which do not apply to other properties under identical zoning classification in the vicinity; 2) That, because of special circumstances, shown above, strict application of the Zoning Code deprives the property of privileges enjoyed by other property under identical zoning classification in the vicinity. N Proposed Bank Existing Bank Project Site Driveway Driveway N VARIANCE NO. 2018-05099 March 5, 2018 Page 3 of 4 The applicant is proposing a 8’-5” to 19’-8” structural setback and a 12’-6” to 16’-6” landscape setback from the ultimate street right-of-way along Euclid Street. The minimum required structural and landscape setback adjacent to Euclid Street is 15 feet. The proposed setback variances are illustrated below: Requested Variance A variance recognizes that there may be individual properties that, because of size, irregular shape, or unusual topography, cannot be reasonably developed if all the development standards for the zone are strictly applied. Although the subject property is integrated into a larger commercial center, the subject property is an L-shaped parcel that has a lot area of 0.44 acres, which is relatively small compared to other adjacent commercial properties in C-G zone. Also, with the required public right-of-way dedication along Euclid Street (seven-foot dedication is required), more than 50 percent of the subject property has a very shallow depth of 45 feet, which substantially limits developable areas that could accommodate a reasonably sized commercial building with a drive-through lane. As designed, staff believes the applicant has minimized the amount of encroachment into the setback in order to accommodate the new building and the parking area, especially since the proposed building is approximately 2,700 square feet smaller than the existing bank building. The applicant also proposes new landscaping along Euclid Street to provide screening and added visual interest. Further, the existing parking lot currently does not provide a sufficient landscape setback from Euclid Street, and the proposed project would bring most of the subject property into compliance with the setback requirement. Lastly, the existing bank and the six-story office building within the commercial center are located much closer to the existing property line than the proposed bank building; therefore, the proposed variance will not negatively impact the streetscape along Euclid Street in immediate vicinity. Therefore, due to the small size and the shallow depth of the property that limits developable area, combined with the proposed front landscape design, staff is supportive of the setback variance request. Requested Setback Encroachments 15 ft. Setback Line VARIANCE NO. 2018-05099 March 5, 2018 Page 4 of 4 Environmental Impact Analysis: Staff recommends the Planning Commission find that the effects of the proposed project are typical of those generated within that class of projects (i.e., Class 3 – New Construction) which consists of construction and location of limited numbers of new, small facilities or structures, and that, therefore, pursuant to Section 15303 of the CEQA Guidelines, the Proposed Project will not cause a significant effect on the environment and is, therefore, categorically exempt from the provisions of CEQA. CONCLUSION: There are special circumstances related to the small size and shallow depth of the property which substantially limits developable areas that could accommodate a reasonably-sized commercial building with a drive-through lane. In addition, the proposed project would bring most of the subject property into compliance with the front setback requirements. For these reasons, staff recommends that the Planning Commission approve the requested variance. Prepared by, Submitted by, Joanne Hwang Irma Huitron Associate Planner Acting Planning Services Manager Attachments: 1. Draft Variance Resolution 2. Development Summary 3. Variance Justification Letter 4. Project Plans 5. Site Photographs C-G (MU)DEV 2017-00049OFFICES R S -2 S I N G L E F A M I L Y R E S I D E N C E R S -2 S I N G L E F A M I L Y R E S I D E N C E R S -2 S I N G L E F A M I L Y R E S I D E N C E RS-2SINGLE FAMILY RESIDENCE RS-2SINGLE FAMILY RESIDENCE C-GANAHEIM PLAZASHOPPING CENTER C-GRETAIL C-GANAHEIM PLAZA(NORTH) C-G (MU)BANK C -G (M U ) P A R K I N G L O T RAILROAD C-G (MU)VACANT C -G (M U ) V A C A N T C -G (M U ) P A R K I N G L O T C -G (M U ) P A R K I N G L O T C-G (MU)SENIOR CITIZEN APTS17 DU C -G (M U ) P A R K I N G L O T C-GANAHEIM PLAZASHOPPING CENTER IINDUSTRIAL 5 FREEWAY5 FREEWAY W CRESCENT AVE N E U C L I D S T N E U C L I D S T N M A N O R S T N F A I R H A V E N S T W WESTMONT DR N P A R K W O O D S T W. BROADWAY W. LA PALMA AVE W. W. LINCOLN AVE N . H A R B O R B L V D N . B R O O K H U R S T S T S . E U C L I D S T W.CRESCENT AVE W .LIN C O L N A V E W. LINCOLN AVE 5 4 5 N o r t h Eu c lid Street D E V N o . 2 0 1 7-00049 Subject Property APN: 072-211-40 °0 50 100 Feet Aeria l Photo:Ma y 2 016 5 FREEWAY5 FREEWAY W CRESCENT AVE N E U C L I D S T N E U C L I D S T N M A N O R S T N F A I R H A V E N S T W WESTMONT DR N P A R K W O O D S T N M A R I P O S A P L W. BROADWAY W. LA PALMA AVE W. W. LINCOLN AVE N . H A R B O R B L V D N . B R O O K H U R S T S T S . E U C L I D S T W.CRESCENT AVE W .LIN C O L N A V E W. LINCOLN AVE 5 4 5 N o r t h Eu c lid Street D E V N o . 2 0 1 7-00049 Subject Property APN: 072-211-40 °0 50 100 Feet Aeria l Photo:Ma y 2 016 [DRAFT] ATTACHMENT NO. 1 - 1 - PC2018-*** RESOLUTION NO. PC2018-*** A RESOLUTION OF THE ANAHEIM PLANNING COMMISSION APPROVING VARIANCE NO. 2018-05099 AND MAKING CERTAIN FINDINGS IN CONNECTION THEREWITH (DEV2017-00049) (545 NORTH EUCLID STREET) WHEREAS, the Planning Commission of the City of Anaheim (the "Planning Commission") did receive a verified application for Variance No. 2018-05099 to permit front landscape and structural setbacks less than required by the Anaheim Municipal Code (the “Code”) to allow for the construction of a new bank building with a drive-through lane (collectively referreded to herein as “Proposed Project”) on certain real property located at 545 North Euclid Street in the City of Anaheim, County of Orange, State of California, as generally depicted on the map attached hereto as Exhibit A and incorporated herein by this reference (the "Property"); and WHEREAS, the Proposed Project is located on a 0.44 acre parcel that is integrated into a larger 3.4 acre commercial center which is currently developed with a six-story office building, a bank, and a senior apartment complex. The Property is located in the "C-G" General Commercial, “MU” Mixed-Use Overlay zone. The Property is designated on the Land Use Element of the General Plan for "Mixed Use" land uses; and WHEREAS, on March 5, 2018, the Planning Commission did hold a public hearing at the Civic Center in the City of Anaheim, notice of said public hearing having been duly given as required by law and in accordance with the provisions of Chapter 18.60 (Procedures) of the Code, to hear and consider evidence for and against the Proposed Project and to investigate and make findings and recommendations in connection therewith; and WHEREAS, pursuant to and in accordance with the provisions of the California Environmental Quality Act (Public Resources Code Section 21000 et seq.; herein referred to as “CEQA”), the State of California Guidelines for Implementation of the California Environmental Quality Act (herein referred to as the "CEQA Guidelines"), and the City's Local CEQA Procedure Manual, the City is the "lead agency" for the preparation and consideration of environmental documents for "projects", as that term is defined in Section 15378 of the CEQA Guidelines; and WHEREAS, the Planning Commission finds and determines that the Proposed Project is within that class of projects (i.e., Class 3 – New Construction) which consists of construction and location of limited numbers of new, small facilities or structures, and that, therefore, pursuant to Section 15303 of the CEQA Guidelines, the Proposed Project will not cause a significant effect on the environment and is, therefore, categorically exempt from the provisions of CEQA; and - 2 - PC2018-*** WHEREAS, the Planning Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration of all evidence and reports offered at said hearing to construct a new bank with a drive-through lane with front setbacks that are less than required by the Code, has determined that Variance No. 2018-05099 should be approved for the following reasons: SECTION NO. 18.08.060.010 Minimum front landscaping and structural setbacks along Euclid Street. (15 feet required; 8’-5” to 19’-8 structural setback and 12’-6” to 16’-6” landscape setback proposed) 1. That there are special circumstances applicable to the Property, including size, shape, location and surroundings, which do not apply to other property under the identical zoning classification in the vicinity of the Proposed Project because the small size, unique shape and shallow depth of the Property, including the dedication of seven feet for the widening of Euclid Street, substantially limits developable areas that could accommodate a reasonably sized commercial building with a drive-through lane. In addition, the Project is designed in a manner that is sensitive to the adjacent properties by providing a front setback area with new landscaping, which is significantly more landscaping along Euclid Street than what exists on the site currently. In addition, the existing bank and six-story office building within the commercial center are located much closer to the existing property line than the proposed bank building; therefore, the proposed variance will not negatively impact the streetscape along Euclid Street in immediate vicinity. 2. That, because of these special circumstances, strict application of the Zoning Code deprives the property of privileges enjoyed by other property under the identical zoning classification in the vicinity due to the limited developable area, specifically the narrow depth of the property. and; WHEREAS, the Planning Commission determines that the evidence in the record constitutes substantial evidence to support the actions taken and the findings made in this Resolution, that the facts stated in this Resolution are supported by substantial evidence in the record, including testimony received at the public hearing, the staff presentations, the staff report and all materials in the project files. There is no substantial evidence, nor are there other facts, that detract from the findings made in this Resolution. The Planning Commission expressly declares that it considered all evidence presented and reached these findings after due consideration of all evidence presented to it. NOW, THEREFORE, BE IT RESOLVED that, pursuant to the above findings, this Planning Commission, for the reasons hereinabove stated, does hereby approve Variance No. 2018-05099 subject to the conditions of approval described in Exhibit B attached hereto and incorporated by this reference which are hereby found to be a necessary prerequisite to the proposed use of the subject property in order to preserve the health, safety and general welfare of the Citizens of the City of Anaheim. Extensions for further time to complete conditions of approval may be granted in accordance with Section 18.60.170 of the Code. Timing for compliance with conditions of approval may be amended by the Planning Director upon a - 3 - PC2018-*** showing of good cause provided (i) equivalent timing is established that satisfies the original intent and purpose of the condition, (ii) the modification complies with the Code, and (iii) the applicant has demonstrated significant progress toward establishment of the use or approved development. BE IT FURTHER RESOLVED that amendments, modifications and revocations of this permit may be processed in accordance with Chapters 18.60.190 (Amendment to Permit Approval) of the Anaheim Municipal Code and 18.60.200 (City-Initiated Revocation or Modification of Permits) of the Code. BE IT FURTHER RESOLVED that the Anaheim City Planning Commission does hereby find and determine that adoption of this Resolution is expressly predicated upon applicant’s compliance with each and all of the conditions hereinabove set forth. Should any such condition, or any part thereof, be declared invalid or unenforceable by the final judgment of any court of competent jurisdiction, then this Resolution, and any approvals herein contained, shall be deemed null and void. BE IT FURTHER RESOLVED that approval of this application constitutes approval of the proposed request only to the extent that it complies with the Code and any other applicable City, State and Federal regulations. Approval does not include any action or findings as to compliance or approval of the request regarding any other applicable ordinance, regulation or requirement. THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting of March 5, 2018. Said resolution is subject to the appeal provisions set forth in Chapter 18.60 (Procedures) of the Anaheim Municipal Code pertaining to appeal procedures and may be replaced by a City Council Resolution in the event of an appeal. CHAIRPERSON, PLANNING COMMISSION OF THE CITY OF ANAHEIM ATTEST: SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 4 - PC2018-*** STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Eleanor Morris, Secretary of the Planning Commission of the City of Anaheim, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Planning Commission of the City of Anaheim held on March 5, 2018, by the following vote of the members thereof: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: IN WITNESS WHEREOF, I have hereunto set my hand this 5th day of March, 2018. SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 5 - PC2018-*** - 6 - PC2018-*** EXHIBIT “B” VARIANCE NO. 2018-05099 (DEV2017-00049) NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT PRIOR TO ISSUANCE OF A GRADING PERMIT 1 The 100 space auxiliary parking lot located south of Westmont Drive, as approved under Conditional Use Permit No. 2013-05718, shall be constructed and operational to serve the subject 3.4 acre commercial center at 505 – 555 North Euclid Street, as shown on Exhibit A. The legal property owner shall submit to the City for review and approval a Reciprocal Easement Agreement (REA) between all four parcels within the commercial center (as shown on Parcel Map 2017-112), in addition to the auxiliary parking lot located south of Westmont Drive as described above, for the purposes of shared access, maintenance, and parking. The REA (i) must run with the land in perpetuity, (ii) shall inure to the benefit of, and be enforceable by, the City by any legal or equitable means against any person or persons in actual possession of the properties who directly or through any agent violate the terms hereof; and (iii) shall not be modified, supplemented or amended without the City's prior written consent. The REA shall be reviewed and approved by the City Attorney prior to its execution and recordation in the Official Records of the County of Orange. The REA shall be recorded prior to issuance of the grading permit for the Proposed Project. A copy of the recorded covenant shall then be submitted to the Planning Department. The covenant shall be referenced in all deeds transferring all or any part of the interest in the property. Planning and Building Department, Planning Services Division and Public Works Department, Development Services Division 2 The final Water Quality Management Plan (WQMP) shall be submitted for review and approval to the Public Works Development Services Division and comply with the most current requirements of the Orange County Drainage Area Management Plan (DAMP). Any required BMPs within the ROW shall be maintained by the property owner. Public Works Department, Development Services Division 3 If more than one (1) acre of soil will be disturbed with the other on-site improvements, the applicant shall demonstrate that coverage has been obtained under California’s General Permit for Stormwater Discharges Associated with Construction Activity by providing a copy of the Notice of Intent (NOI) submitted to the State Water Resources Control Board and a copy of the subsequent notification of the issuance of a Waste Discharge Identification (WDID) Number. The applicant shall prepare and implement a Stormwater Pollution Prevention Plan (SWPPP). A copy of the current SWPPP shall be kept at the project site and be available for City review upon request. Public Works Department, Development Services Division - 7 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 4 The property owner shall submit project improvement plans that incorporate the required drainage improvements and the mechanisms proposed in the approved Final Drainage Report. Post-development storm event run-off shall be less than or equal to the existing pre-development storm event run-off. No off-site run-off shall be blocked during and after grading operations or perimeter wall construction. Finish floor elevations shall be 1-ft. minimum above water surface elevations of 100-year storm event. Run-off shall not be diverted and any proposed improvements shall prevent downstream properties from becoming flooded. The Final Drainage report shall address the drainage velocity on the new on-site improvements and potential impacts to the existing drainage system. Also, the plans shall show that all concentrated flow shall be contained within an approved drainage device and preserve the existing flows and manner drainage is conveyed downstream. Any inlets in sump condition shall be designed to capture Q25 and a secondary emergency outlet for the sump condition is required to provide a minimum of 1-ft. freeboard between the maximum water surface elevation and minimum finish floor elevation. The emergency outlet must direct overflows to either an adequate downstream street or natural conveyance system. Public Works Department, Development Services Division 5 The existing maintenance covenant shall be amended and approved by the City Attorney’s Office. The covenant shall include provisions for maintenance of new/modified private facilities and private utilities, including compliance with the project’s approved Water Quality Management Plan and a maintenance exhibit. Maintenance responsibilities shall include parkway landscaping and irrigation, private utilities, private drives, WQMP BMPs, etc. The covenant shall be recorded in the Office of the Orange County Recorder. Public Works Department, Development Services Division 6 A Cross-Lot Drainage Agreement is required to be executed, approved by the City and recorded by the applicant on the properties for cross-lot drainage if one does not exist already. Public Works Department, Development Services Division 7 A signed and notarized Right-of-Entry shall be provided for all work that will be performed in the neighboring properties under different ownership. Public Works Department, Development Services Division 8 That the developer/owner shall submit a set of improvement plans for Public Utilities Water Engineering review and approval in determining the conditions necessary for providing water service to the project. Public Utilities Department, Water Engineering Division - 8 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT PRIOR TO ISSUANCE OF A BUILDING PERMIT 9 Locations for future above-ground utility devices including, but not limited to, electrical transformers, water backflow devices, gas, communications and cable devices, etc., shall be shown on plans submitted for building permits. Plans shall also identify the specific screening treatments of each device (i.e. landscape screening, color of walls, materials, identifiers, access points, etc.) and shall be subject to the review and approval of the appropriate City departments. Planning and Building Department, Planning Services Division 10 Final landscaping plans in compliance with all Code requirements shall be submitted for review and approval by the Planning Department. Landscaping shall be installed prior to the issuance of a Certificate of Occupancy. Planning & Building Department, Planning Services 11 Prior to approval of permits for improvement plans, the property owner/developer shall coordinate with Electrical Engineering to establish electrical service requirements and submit electric system plans, electrical panel drawings, site plans, elevation plans, and related technical drawings and specifications. Public Utilities Department, Electrical Engineering Division 12 That a private water system with separate water service for fire protection and domestic water shall be provided and shown on plans submitted to the Water Engineering Division of the Anaheim Public Utilities Department. Public Utilities Department, Water Engineering Division 13 That all backflow equipment shall be located above ground outside of the street setback area in a manner fully screened from all public streets and alleys. Any backflow assemblies currently installed in a vault will have to be brought up to current standards. Any other large water system equipment shall be installed to the satisfaction of the Water Engineering Division outside of the street setback area in a manner fully screened from all public streets and alleys. Said information shall be specifically shown on plans and approved by Water Engineering and Cross Connection Control Inspector. Public Utilities Department, Water Engineering Division 14 That all requests for new water services, backflow equipment, or fire lines, as well as any modifications, relocations, or abandonments of existing water services, backflow equipment, and fire lines, shall be coordinated and permitted through Water Engineering Division of the Anaheim Public Utilities Department. Public Utilities Department, Water Engineering Division 15 That all existing water services and fire services shall conform to current Water Services Standards Specifications. Any water service and/or fire line that does not meet current standards shall be upgraded if continued use is necessary or abandoned if the existing service is no longer needed. The owner/developer shall be responsible for the costs to upgrade or to abandon any water service or fire line. Public Utilities Department, Water Engineering Division - 9 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 16 That the developer/owner shall submit to the Public Utilities Department Water Engineering Division an estimate of the maximum fire flow rate and maximum day and peak hour water demands for the project. This information will be used to determine the adequacy of the existing water system to provide the estimated water demands. Any off-site water system improvements required to serve the project shall be done in accordance with Rule No. 15A.1 of the Water Utility Rates, Rules, and Regulations. Public Utilities Department, Water Engineering Division 17 That individual water service and/or fire line connections will be required for each parcel or residential, commercial, industrial unit per Rule 18 of the City of Anaheim’s Water Rates, Rules and Regulations. Public Utilities Department, Water Engineering Division 18 A signed and notarized agreement demonstrating a shared use of the existing trash enclosure shall be submitted to, and apprroved by, the Public Works Department. Public Works Department, Operations Division 19 The developer shall submit street improvement plans, obtain a right-of-way construction permit, and post a security (Performance and Labor & Materials Bonds) in an amount approved by the City Engineer and in a form approved by the City Attorney for the construction of all required off-site and public improvements within the City street right of way of Euclid Street. Improvements shall conform to the applicable City Standard 160-A and as approved by the City Engineer. The street improvement plans shall include all traffic related improvements adjacent to the project site including all driveways, utility installations, signing and striping, and all other offsite work. Public Works Department, Development Services Division 20 All conflicting utilities must be relocated in accordance with the utility owners’ requirements at the developers’ expense and all necessary permits must be secured prior to any utility relocations. Public Utilities Department, Development Services Division 21 A covenant shall be recorded which prohibits occupancy for the existing Chase Bank building located at 555 North Euclid Street (Parcel 4 of the Parcel Map 2017-112) once the new building at 545 North Euclid Street (Parcel 2 of the Parcel Map 2017-112) is occupied. No concurrent occupancy shall be permitted for the exisiting and the new bank buildings. Such covenant shall also require all technical studies, including a Traffic Impact Analysis, as requested by the City, be submitted/approved prior to issuing any new Certificate of Occupancy for the existing bank building. Planning and Building Department, Planning Services Division, Public Works Department, Development Services & Traffic Engineering Divisions - 10 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 22 All exterior doors to have adequate security hardware, e.g. deadbolt locks, and have their own light source, which shall adequately illuminate door areas at all hours to make clearly visible the presence of any person on or about the premises and provide adequate illumination for persons exiting the building. Interior doors to private or secure areas shall require authorized access only via card reader, keypad, key or other security device/system. Wide-angle peepholes or other viewing device shall be installed in solid doors where natural surveillance is compromised. Police Department 23 Windows accessible from the side and rear of the building and not viewable from the street, along with large store/business display windows shall consist of rated burglary resistant glazing or its equivalent that attaches to the frame. Louvered windows shall not be used. Police Department PRIOR TO FINAL BUILDING AND ZONING INSPECTIONS 24 All required on-site Water Quality Management Plan and public right of way improvements shall be completed, operational, and are subject to review and approval by the Construction Services Inspector. Public Works Department, Development Services Division 25 The developer shall improve Euclid Street in compliance with City Standard Detail 160-A, approved Traffic Study, and as required and approved by the City Engineer. Public Works Department, Development Services Division 26 Provide comprehensive security alarm system for the following:  Perimeter building and access route protection, including roof access  High valued storage areas  Drive-Up ATM and Teller window  Walk-up ATM Police Department 27 Complete a Burglary/Robbery Alarm Permit application, Form APD 516, and return it to the Police Department prior to initial alarm activation. This form is available at the Police Department front counter, or it can be downloaded from the following web site: http://www.anaheim.net/article.asp?id=678 Police Department 28 Address numbers shall be positioned so as to be readily readable from the street (minimum height of 4 inches). Number should be illuminated during hours of darkness, and rear entrance doors shall be numbered in the same address numbers or suite number of the business. Police Department 29 Rooftop address numbers for the police helicopter shall be installed. Minimum size 4’ in height and 2’ in width, and the lines of the numbers are to be a minimum of 6” thick. Numbers should be spaced 12” to 18” apart. Numbers should be painted or constructed in a contrasting color to the roofing material. Numbers should face the street to which the structure is addressed. Numbers are not to be visible from the ground level. Police Department - 11 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 30 “No Trespassing 602(k) P.C.” shall be posted at the entrances of parking lots/structures and located in other appropriate places. Signs must be at least 2’ x 1’ in overall size, with white background and black 2” lettering. Police Department 31 The following minimum clearances shall be provided around all existing and proposed water facilities (e.g. fire hydrants, service laterals, meters, meter boxes, backflow devices):  10 feet minimum clearance from structures, footings, walls, stormwater BMPs, utility poles, street lights, and trees.  5 feet minimum clearance from driveways, BCR/ECR of curb returns, and all other utilities (e.g. storm drain, gas, electric, etc.) or above ground facilities. Public Utilities Department, Water Engineering Division 32 All fire services 2-inch and smaller shall be metered with a UL listed meter, Hersey Residential Fire Meter with Translator Register, no equals. Public Utilities Department, Water Engineering Division GENERAL 33 Any tree planted on-site shall be replaced in a timely manner in the event that it is removed, damaged, diseased and/or dead. That the property shall be permanently maintained in an orderly fashion by providing regular landscape maintenance, removal of trash or debris, and removal of graffiti within two (2) business days from time of discovery. Planning and Building Department, Code Enforcement Division 34 Adequate lighting of parking lots, passageways, recesses, and grounds contiguous to buildings shall be provided with lighting of sufficient wattage to provide adequate illumination to make clearly visible the presence of any person on or about the premises during the hours of darkness and provide a safe, secure environment for all person, property, and vehicles on-site. Police Department 35 No public water mains or laterals allowed under parking stalls or parking lots. Public Utilities Department, Water Engineering Division - 12 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 36 The Applicant shall defend, indemnify, and hold harmless the City and its officials, officers, employees and agents (collectively referred to individually and collectively as “Indemnitees”) from any and all claims, actions or proceedings brought against Indemnitees to attack, review, set aside, void, or annul the decision of the Indemnitees concerning this permit or any of the proceedings, acts or determinations taken, done, or made prior to the decision, or to determine the reasonableness, legality or validity of any condition attached thereto. The Applicant’s indemnification is intended to include, but not be limited to, damages, fees and/or costs awarded against or incurred by Indemnitees and costs of suit, claim or litigation, including without limitation attorneys’ fees and other costs, liabilities and expenses incurred by Indemnitees in connection with such proceeding. Planning and Building Department, Planning Services Division 37 The subject property shall be developed substantially in accordance with the plans and specifications submitted to the City of Anaheim by the applicant and which plans are on file with the Planning Department. Planning and Building Department, Planning Services Division 38 Approval of this application constitutes approval of the proposed request only to the extent that it complies with the Anaheim Municipal Zoning Code and any other applicable City, State and Federal regulations. Approval does not include any action or findings as to compliance or approval of the request regarding any other applicable ordinance, regulation or requirement. Planning and Building Department, Planning Services Division 39 The applicant is responsible for paying all charges related to the processing of this discretionary case application within 30 days of the issuance of the final invoice or prior to the issuance of building permits for this project, whichever occurs first. Failure to pay all charges shall result in delays in the issuance of required permits or may result in the revocation of the approval of this application. Planning and Building Department, Planning Services Division PROJECT SUMMARY Development Standard C-G with MU Overlay Standards Proposed Project Site Area ---- 19,017 sf. Floor Area Ratio 0.50 0.21 Building Height 50’ 26’-6” Landscape Setback Abutting arterial highway (Euclid) Abutting interior PL (along south prop. Line) Abutting interior PL (along west prop. lines) Abutting interior PL (along north prop. lines) 15 feet None None None 12’-6” to 16-6” 16’-2” 0’ and 4’-11” 0’ and 0’ to 8’ Structural Setbacks Abutting arterial highway (Euclid) Abutting interior PL (along south prop. Line) Abutting interior PL (along west prop. lines) Abutting interior PL (along north prop. lines) 15 feet None None None 8’-5” to 19-8” 16’-2” N/A and 20’-1” 40’ and 205’ Parking 16 spaces (3,988 sf @ 4 per 1,000 sf of GFA) 18 spaces ATTACHMENT NO. 2 -Page 1- JUSTIFICATION FOR VARIANCE PLANNING DEPARTMENT PLANNING SERVICES DIVISION Revised 10/2009 Sections 18.74.060 of the Anaheim Municipal Code requires that before any variance may be granted by the Planning Commission, the following shall be shown: 1. That there are special circumstances applicable to the property, including size, shape, topography, location or surroundings, which do not apply to other property under identical zoning classification in the vicinity; and 2. That, because of such special circumstances, strict application of the zoning code deprives the property of privileges enjoyed by other property under identical zoning classification in the vicinity. In order to determine if special circumstances exist, and to assist the Planning Commission to arrive at a decision, please provide a letter of justification to answer each of the following questions regarding the property for which a variance is sought, as fully and completely as possible. The letter should list each code section for which a variance is required including a brief description of the requirement. Justification must be provided for each separate variance request. 1. Identify any special physical characteristics of the property such as shape, topography, location or surroundings that cause the requested development to not meet zoning codes. Parcel 2 is surrounded by an existing 6-story office building to the south, existing apartment building to the west and existing Chase bank to the north which is being relocated part of the CUP application. Parcel 2 has an “L” shape layout. After the proposed 7’ dedication on Euclid St, the smaller width section of the lot is +/- 45-1” and it increases to +/- 84’-0”. The proposed bank will be +/- 2,607 sf smaller than the existing bank located on the corner of Euclid and Crescent. Based on site configuration, the proposed smaller bank will be also be limited to a setback of +/- 8’-5”. A variance is requested for reduction of setback from 15’ along Euclid St. The new proposed bank will have on average will meet the 15’ setback for parking; however, the building setback will be limited to 8’-5”. 2. Do other properties in the vicinity have the same type of physical characteristics as this property? If so, please identify a few of them. The existing Chase bank building has a 7’ setback from the current property line. After the required 7’ dedication on Euclid, the bank building will have a 0’ setback. Similarly, the existing 6-story office building has a 10’-6” setback from the property line. After the dedication, the building setback at the existing office building will be 3’-6”. 3. Identify any other neighboring properties that have the same type of improvement that you are requesting. ATTACHMENT NO. 3 CITY OF ANAHEIM JUSTIFICATION FOR A VARIANCE OR CODE WAIVER Page 2 of 2 On Euclid, north of Crescent a similar right-of-way dedication and street improvements reduced the setback at the Citi Bank. 4. Identify the cause of the special characteristics of the site that limits the ability to comply with code requirements (e.g. natural slope of the land, placement of other structures). The overall property has a large parking area that has not been developed. The Landlord is processing a Tentative Parcel Map under a separate application to subdivide the parcels. Any site development is limited to the site configuration and existing 6-story office building, apartment building and existing bank on the property. See the Parking Variance handout for variances relating to parking spaces. ******** 7 3 6 3 3 3 3 7 1 0 1 0 1 5 5 7 ( E ) D R I V E W A Y ( E ) D R I V E W A Y 6 ' - 0 " 6 ' - 0 " 1 0 ' - 0 " 38'-9" C.L. TO (E) CURB 43'-0" C.L. TO PROPOSED CURB 53'-0" C.L. TO PROPOSED R.O.W. 46'-0" C.L TO (E) R.O.W. 11'-0"11'-0" 6 ' - 0 " 6 ' - 0 " 6 ' - 0 " 1 0 ' - 0 " 12'-0" 15'-0" ( E ) M E D I A N N89°37'50"W 38.91' N 0 0 ° 2 1 ' 3 2 " E 1 3 7 . 8 0 ' N 0 0 ° 2 1 ' 1 0 " E 1 6 5 . 1 0 ' N 0 0 ° 2 1 ' 1 8 " E 3 0 2 . 8 7 ' N89°38'42"W 84.01' N89°37'12"W 45.05' "GROUND UP" STANDARD PALETTE 545 N. EUCLID ST ANAHEIM, CA 928011 0 - 1 7 - 1 7 2 2 2 7 6 9 0 1 5 P R O J E C T I N F O R M A T I O N B L O C K J O B # D A T E : D R A W N B Y : C H E C K E D B Y : M O D E L S H E E T T I T L E S H E E T N U M B E R I S S U E D A T E D E S C R I P T I O N S E A L A R C H I T E C T / E N G I N E E R O F R E C O R D A V D P C U P S U B M I T T A L 0 4 / 2 7 / 2 0 1 7 ANAHEIM PLAZA RELO CHASE # 56726 - C U P R E - S U B M I T T A L 1 0 / 1 7 / 2 0 1 7 - C U P R E - S U B M I T T A L 1 2 / 1 2 / 2 0 1 7 - C U P R E - S U B M I T T A L 0 1 / 1 9 / 2 0 1 8 - C U P R E - S U B M I T T A L 0 2 / 0 6 / 2 0 1 8 - A 1 . 1 O V E R A L L P R O P O S E D S I T E P L A N S C A L E O V E R A L L P R O P O S E D S I T E P L A N 1 1 " = 3 0 ' PARCEL PARKING COUNTEXISTINGDEMONEWTOTALPARCEL #1124-10123PARCEL #281-811818PARCEL #30000PARCEL #475-7068PARCEL SOUTH OFWESTMONT DRIVE009191TOTAL280-89109300NET GAIN / LOSS300 - 280 = 20 GAIN 1 2 3 S P A C E S T E 1 4 4 1 4 8 6 6 8 S P A C E S 1 8 S P A C E S 91 SPACESEASEMENT L E G E N D 4 AN EASEME N T S H O W N O R D E D I C A T E D O N T H E M A P F I L E D O R R E C O R D E D N O V E M B E R 1 8 , 1 9 5 3 I N B O O K 5 4 , PAGES 36 T H R O U G H 3 9 O F T R A C T N O . 1 5 9 1 FOR: PUBLI C U T I L I T I E S A N D I N C I D E N T A L P U R P O S E S . 10 AN EASEME N T F O R R O A D , P U B L I C U T I L I T Y A N D I N C I D E N T A L P U R P O S E S , R E C O R D E D A U G U S T 1 1 , 1 9 6 0 I N BOOK 5371, P A G E 3 6 6 O F O F F I C I A L R E C O R D S . I N F A V O R O F : T H E C I T Y O F A N A H E I M , A M U N I C I P A L CORPORATI O N A F F E C T S : A S D E S C R I B E D T H E R E I N 12 AN EASEME N T F O R I N G R E S S A N D E G R E S S F O R P U B L I C U T I L I T I E S P U R P O S E S A N D A C C E S S F O R F I R E DEPARTME N T V E H I C L E S , O V E R T H E E N T I R E A R E A S O F A B A N D O N M E N T A S R E S E R V E D I N I N S T R U M E N T A N D INCIDENTAL P U R P O S E S , R E C O R D E D J U N E 2 1 , 1 9 9 6 A S I N S T R U M E N T N O . 9 6 - 3 1 5 7 8 0 A N D R E - R E C O R D E D AUGUST 11, 1 9 9 7 A S I N S T R U M E N T N O . 1 9 9 7 0 3 8 3 2 7 6 , A N D R E - R E C O R D E D M A R C H 1 9 , 1 9 9 8 A S I N S T R U M E N T NO. 1998015 6 8 9 2 , A L L O F O F F I C I A L R E C O R D S I N F A V O R O F : N O T S E T O U T A F F E C T S : A S D E S C R I B E D T H E R E I N 13 AN EASEME N T F O R F O O T I N G A N D I N C I D E N T A L P U R P O S E S , R E C O R D E D J U N E 0 4 , 1 9 9 6 A S I N S T R U M E N T N O . 1996028017 1 O F O F F I C I A L R E C O R D S . I N F A V O R O F : S T A T E O F C A L I F O R N I A A F F E C T S : A S D E S C R I B E D THEREIN17AN EASEME N T F O R P U B L I C U T I L I T I E S A N D T R A F F I C S I G N A L A P P U R T E N A N C E S A N D I N C I D E N T A L P U R P O S E S , RECORDED O C T O B E R 3 1 , 2 0 0 0 A S I N S T R U M E N T N O . 2 0 0 0 0 5 8 7 2 2 6 O F O F F I C I A L R E C O R D S . I N F A V O R O F : THE CITY O F A N A H E I M , A M U N I C I P A L C O R P O R A T I O N A F F E C T S : A S D E S C R I B E D T H E R E I N 19 AN EASEME N T F O R R O A D , P U B L I C U T I L I T Y A N D I N C I D E N T A L P U R P O S E S , R E C O R D E D A U G U S T 0 9 , 1 9 6 0 I N BOOK 5367, P A G E 1 0 4 O F O F F I C I A L R E C O R D S I N F A V O R O F : T H E C I T Y O F A N A H E I M , A M U N I C I P A L CORPORATI O N A F F E C T S : A S D E S C R I B E D T H E R E I N A10' WIDE EA S E M E N T T O P A C I F I C T E L A N D T E L E G R A P H C O P E R B O O K 2 6 5 2 / 5 7 0 O . R . A T T A C H M E N T N O . 4 8'-5" 5'-3"9'-11" 4'-11" 8 ' - 0 " 1 6 ' - 2 " 7'-0" PROPOSED DEDICATION 1 8 ' - 0 " T Y P . 20'-1" 1'-0" 3'-6"10'-6"95'-4" 8 1 ' - 2 " 55'-0" 18'-0" TYP.15'-0" 16'-6" 12'-6" 9'-0" TYP.9'-0" 1 0 ' - 0 " E A S E M E N T 2 9 ' - 0 " P 1 P 1 P 1 P1 P 1 P 2 P 3 > > > > > > > > > > > > P 4 P 2 8 P 6 P 6 P 7 P 1 8 P 5 P 9 P 9 P 1 0 P 4 P 1 1 P 1 2 P 1 3 P 1 5 P 1 6 T Y P . P 1 7 T Y P . P 1 9 P 1 9 P 1 9 P 2 0 P 2 0 P 2 0 P20 P 2 0 P 2 1 P 2 2 P23 P 3 7 P14 P 2 4 P 2 5 P 2 5 P 2 5 P29P30P3145'-3" EXISTING DRIVEWAY P 3 2 25'-0" 8'-0" P 8 P 3 5 P36 5'-4" 24'-0" 2 4 ' - 2 " 39'-2" C.L. TO (E) CURB 43'-0" C.L. TO PROPOSED CURB 53'-0" C.L. TO PROPOSED R.O.W. 46'-0" C.L. TO (E) R.O.W. 9 ' - 0 " T Y P . P 1 6 T Y P . P 3 3 P 3 8 T Y P . P 3 8 T Y P . P 3 9 P 4 0 P 4 0 P 4 0 P 7 3333 7 1 0 1 0 1 5 5 7 8 6 P42 P 2 7 P 9 P37 P 2 6 P 3 7 P 2 7 9 ' - 0 " T Y P . P 4 1 ( E ) D R I V E W A Y ( E ) D R I V E W A Y P 3 5 P 4 2 22'-6" EXISTING 11'-0"11'-0" 15'-0" 2'-0" P 4 3 P 4 3 P 4 4 P 4 4 P 4 4 P 4 4 6 ' - 0 " 6 ' - 0 " 6 ' - 0 " P 3 4 6 ' - 0 " 6 ' - 0 " 12'-0" ( E ) M E D I A N P 4 5 24'-0" 2'-0" MIN. P 4 N89°37'50"W 38.91' N 0 0 ° 2 1 ' 3 2 " E 1 3 7 . 8 0 ' N 0 0 ° 2 1 ' 1 0 " E 1 6 5 . 1 0 ' N 0 0 ° 2 1 ' 1 8 " E 3 0 2 . 8 7 ' N89°38'42"W 84.01' N89°37'12"W 45.05' "GROUND UP" STANDARD PALETTE 545 N. EUCLID ST ANAHEIM, CA 928011 0 - 1 7 - 1 7 2 2 2 7 6 9 0 1 5 P R O J E C T I N F O R M A T I O N B L O C K J O B # D A T E : D R A W N B Y : C H E C K E D B Y : M O D E L S H E E T T I T L E S H E E T N U M B E R I S S U E D A T E D E S C R I P T I O N S E A L A R C H I T E C T / E N G I N E E R O F R E C O R D A V D P C U P S U B M I T T A L 0 4 / 2 7 / 2 0 1 7 ANAHEIM PLAZA RELO CHASE # 56726 - C U P R E - S U B M I T T A L 1 0 / 1 7 / 2 0 1 7 - C U P R E - S U B M I T T A L 1 2 / 1 2 / 2 0 1 7 - C U P R E - S U B M I T T A L 0 1 / 1 9 / 2 0 1 8 - C U P R E - S U B M I T T A L 0 2 / 0 6 / 2 0 1 8 - A 1 . 2 E N L A R G E D S I T E P L A N P A R C E L 2 S C A L E S I T E P L A N - P A R C E L 2 1 1 " = 2 0 ' L E G E N D ( E ) P A R K I N G S T R I P I N G T O B E R E M O V E D ( N ) P A R K I N G S T R I P I N G S I T E P L A N K E Y N O T E S P1PA R C E L L I N E P E R T E N T A T I V E P A R C E L M A P P2CH A S E S I N G L E S T O R Y B U I L D I N G . S E E A R C H I T E C T U R A L P L A N S . P3AC C E S S I B L E P A T H O F T R A V E L T O P U B L I C R I G H T O F W A Y . 4 ' - 0 " C L E A R . M A X . 5 % S L O P E (EX C E P T A T C U R B R A M P ) A N D 2 % C R O S S S L O P E P4LA N D S C A P E P L A N T E R & C U R B . S E E L A N D S C A P E P L A N P5CO N C . W A L K P E R C I V I L P6SIT E P A V I N G P E R C I V I L P7 AC C E S S I B L E P A T H O F T R A V E L F R O M D I S A B L E D P A R K I N G S T A L L S T O T H E B U I L D I N G EN T R A N C E . 4 ' - 0 " M I N . W I D T H . 5 % M A X S L O P E I N D I R E C T I O N O F T R A V E L & 2 % C R O S S SL O P E ( E X C E P T A T C U R B R A M P W H E R E M A X S L O P E I N D I R E C T I O N O F T R A V E L I S 8 . 3 3 % ) P8CO N C . C U R B R A M P W I T H T R U N C A T E D D O M E S P E R C I V I L . T R U N C A T E D D O M E S S H A L L B E CO L O R : O C E A N B L U E . B Y A R M O R E T I L E . P9CO N C . L A N D I N G A T D O O R M I N . 5 X 5 ( 6 ' X 5 ' D O U B L E D O O R S ) . 2 % M A X . S L O P E E A C H W A Y . P10CO N C . D R I V E A T A T M D R I V E - U P . P11AT M B O L L A R D S . P12ME T A L B I C Y C L E R A C K : ' U ' B I K E R A C K M A N U F A C T U R E D B Y M A D R A X ; P R O D U C T # U 1 9 0 ; CO L O R : D A R K B R O N Z E P13BIK E L O C K E R : M A D L O C K E R B I K E L O C K E R - 1 U N I T / 1 D O O R - 2 B I K E C A P A C I T Y - MA N U F A C T U R E D B Y M A D R A X ; P R O D U C T # : M L 1 - 1 ; C O L O R : D A R K B R O N Z E P14TR A N S F O R M E R W I T H B O L L A R D P E R U T I L I T Y C O . P159'-0 " W x 1 8 ' - 0 " D - V A N A C C E S S I B L E P A R K I N G S P A C E S W I T H A C C E S S A I S L E P169'-0 " W x 1 8 ' - 0 " D - S T A N D A R D D O U B L E S T R I P E D P A R K I N G S P A C E S P E R C I T Y O F A N A H E I M EN G I N E E R I N G D E T A I L 4 7 0 P17INT E R N A T I O N A L S Y M B O L O F A C C E S S I B I L I T Y P18AC C E S S I B L E P A R K I N G S T A L L S I G N A G E P19ST O P S I G N P O L E P20ST R I P E T R A F F I C D I R E C T I O N A L A R R O W , S T O P B A R . P 2 1 C L E A R A N C E B A R B Y C H A S E S I G N A G E V E N D O R . P 2 2 A C C E S S I B L E D I R E C T I O N S I G N V I S I B L E F R O M B O T H D I R E C T I O N S , A R R O W S H A L L P O I N T T O W A R D S P A T H O F T R A V E L P 2 3 O N E W A Y S I G N , S E E S I G N P A C K A G E . P 2 4 D R I V E - U P R E M O T E A T M W I T H C A N O P Y . P 2 5 2 5 ' - 0 " H I G H L I G H T S T A N D A R D A N D 2 ' - 0 " C O N C . B A S E P 2 6 R E L O C A T E R . O . W . U T I L I T Y P E R C I V I L P 2 7 L I M I T O F W O R K P 2 8 ( N ) S I D E W A L K A T U L T I M A T E R . O . W P E R C I V I L / C I T Y S T D S . P 2 9 ( E ) S P E E D B U M P P 3 0 S W I T C H G E A R P 3 1 ( E ) P L A Z A H A R D S C A P E P 3 2 9 ' - 0 " W x 1 8 ' - 0 " D - C L E A N A I R P A R K I N G S P A C E S P 3 3 9 ' x 2 2 ' S T A C K I N G A T D R I V E - U P P 3 4 P R O P O S E D D O M E S T I C A N D I R R I G A T I O N W A T E R M E T E R S A N D B A C K F L O W P E R U T I L I T Y C O . P 3 5 5 0 ' x 7 ' S I G H T T R I A N G L E P 3 6 ( N ) T O W A W A Y F R E E S T A N D I N G S I G N A G E P 3 7 7 ' R O W D E D I C A T I O N P E R P A R C E L M A P 2 0 1 7 - 1 1 2 P 3 8 W H E E L S T O P P 3 9 M O N U M E N T S I G N P 4 0 2 ' - 0 " P A R K I N G O V E R H A N G P 4 1 ( E ) P A R K I N G S T R I P I N G P 4 2 ( E ) T R A S H E N C L O S U R E P 4 3 ( N ) 6 " Y E L L O W S T R I P E P 4 4 ( E ) T R E E W E L L T O B E R E M O V E D P 4 5 P R O P O S E D S E W E R L I N E Z O N I N G : B U I L D I N G I N F O R M A T I O N : L O T C O V E R A G E : P A R K I N G A N A L Y S I S : S E T B A C K S : A C C E S S I B L E R O U T E > > S I T E I N F O R M A T I O N 123 SPACES 6 8 S P A C E S T E 1 4 4 1 4 1 8 S P A C E S EASEMENT LEGEND4AN EASEMENT SHOWN OR DEDICATED ON THE MAP FILED OR RECORDED NOVEMBER 18, 1953 IN BOOK 54,PAGES 36 THROUGH 39 OF TRACT NO. 1591FOR: PUBLIC UTILITIES AND INCIDENTAL PURPOSES.10 AN EASEMENT FOR ROAD, PUBLIC UTILITY AND INCIDENTAL PURPOSES, RECORDED AUGUST 11, 1960 INBOOK 5371, PAGE 366 OF OFFICIAL RECORDS. IN FAVOR OF: THE CITY OF ANAHEIM, A MUNICIPALCORPORATION AFFECTS: AS DESCRIBED THEREIN12AN EASEMENT FOR INGRESS AND EGRESS FOR PUBLIC UTILITIES PURPOSES AND ACCESS FOR FIREDEPARTMENT VEHICLES, OVER THE ENTIRE AREAS OF ABANDONMENT AS RESERVED IN INSTRUMENT ANDINCIDENTAL PURPOSES, RECORDED JUNE 21, 1996 AS INSTRUMENT NO. 96-315780 AND RE-RECORDEDAUGUST 11, 1997 AS INSTRUMENT NO. 19970383276, AND RE-RECORDED MARCH 19, 1998 AS INSTRUMENTNO. 19980156892, ALL OF OFFICIAL RECORDS IN FAVOR OF: NOT SET OUT AFFECTS: AS DESCRIBED THEREIN13AN EASEMENT FOR FOOTING AND INCIDENTAL PURPOSES, RECORDED JUNE 04,1996 AS INSTRUMENT NO.19960280171 OF OFFICIAL RECORDS.IN FAVOR OF: STATE OF CALIFORNIA AFFECTS:AS DESCRIBEDTHEREIN17AN EASEMENT FOR PUBLIC UTILITIES AND TRAFFIC SIGNAL APPURTENANCES AND INCIDENTAL PURPOSES,RECORDED OCTOBER 31, 2000 AS INSTRUMENT NO. 20000587226 OF OFFICIAL RECORDS. IN FAVOR OF:THE CITY OF ANAHEIM, A MUNICIPAL CORPORATION AFFECTS: AS DESCRIBED THEREIN19AN EASEMENT FOR ROAD, PUBLIC UTILITY AND INCIDENTAL PURPOSES, RECORDED AUGUST 09, 1960 INBOOK 5367, PAGE 104 OF OFFICIAL RECORDS IN FAVOR OF: THE CITY OF ANAHEIM, A MUNICIPALCORPORATION AFFECTS: AS DESCRIBED THEREINA10' WIDE EASEMENT TO PACIFIC TEL AND TELEGRAPH CO PER BOOK 2652/570 O.R. LANDCADD 1987LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 1987 LANDCADD 19873,988 SF T NO PARKING E U C L I D S T R E E T 7'-0" PLANTS TO BE 3' OR LESS 7'-0"PLANTS TO BE 3' OR LESS "GROUND UP" STANDARD PALETTE 545 N. EUCLID ST ANAHEIM, CA 928011 0 - 1 7 - 1 7 2 2 2 7 6 9 0 1 5 P R O J E C T I N F O R M A T I O N B L O C K J O B # D A T E : D R A W N B Y : C H E C K E D B Y : M O D E L S H E E T T I T L E S H E E T N U M B E R I S S U E D A T E D E S C R I P T I O N S E A L A R C H I T E C T / E N G I N E E R O F R E C O R D A V D P C o p y r i g h t R e s e r v e d T h e C o n t r a c t o r s h a l l v e r i f y a n d b e r e s p o n s i b l e f o r a l l d i m e n s i o n s . D O N O T s c a l e t h e d r a w i n g - a n y e r r o r s o r o m i s s i o n s s h a l l b e r e p o r t e d t o S t a n t e c w i t h o u t d e l a y . T h e C o p y r i g h t s t o a l l d e s i g n s a n d d r a w i n g s a r e t h e p r o p e r t y o f S t a n t e c . R e p r o d u c t i o n o r u s e f o r a n y p u r p o s e o t h e r t h a n t h a t a u t h o r i z e d b y S t a n t e c i s f o r b i d d e n . A r c h i t e c t u r e I n c . w w w . s t a n t e c . c o m T E L . 3 8 T e c h n o l o g y D r i v e S u i t e 1 0 0 I r v i n e , C A 9 2 6 1 8 9 4 9 . 9 2 3 . 6 0 0 0 C U P S U B M I T T A L 0 4 / 2 7 / 2 0 1 7 ANAHEIM PLAZA RELO CHASE # 56726 - C U P R E - S U B M I T T A L 1 0 / 1 7 / 2 0 1 7 - C U P R E - S U B M I T T A L 1 2 / 1 2 / 2 0 1 7 - C U P R E - S U B M I T T A L 0 1 / 1 9 / 2 0 1 8 - C U P R E - S U B M I T T A L 0 2 / 0 6 / 2 0 1 8 - L 1 P R E L I M I N A R Y L A N D S C A P E P L A N S C A L E P R E L I M I N A R Y L A N D S C A P E P L A N 1 1 / 1 6 " = 1 ' - 0 " N O R T H 0 1 6 8 3 2 W A S H E D R I V E R C O B B L E S E T I N P L A N T E R O V E R M I R A F I F W 7 0 0 ( P E R M E A B L E ) L A N D S C A P E F A B R I C . S I Z E 3 " - 6 " . C O L O R : M U L T I C O L O R P A S T E L S . T A B E B U I A C H R Y S O T R I C H A Y E L L O W T R U M P E T T R E E W A S H I N G T O N I A R O B U S T A M E X I C A N F A N P A L M P I S T A C H I A C H I N E N S I S O N S I T E C H I N E S E P I S T A C H E O S T E O S P E R M U M F R I U T I C O S U M L I M O N I U M P E R E Z I I L A N T A N A H Y B R I D C A L I S T E M O N ' L I T T L E J O H N ' M Y R T U S C O M M U N I S ' C O M P A C T A V A R I E G A ' 1 9 6 S . F . N O T S H O W N F R E E W A Y D A I S Y S T A T I C E L A N T A N A D W A R F B O T T L E B R U S H M Y R T L E 1 2 1 8 S . F . 1 9 4 1 S . F . R O O T B A R R I E R : I N S T A L L A T T R E E S ( E X C E P T P A L M S ) P L A N T E D 5 ' O R L E S S F R O M C U R B S , B U I L D I N G S , O R P A V E M E N T . U S E C O P P E R M E S H 1 6 . 0 1 1 C O P P E R A V A I L A B L E F R O M H O W A R D W I R E C L O T H C O M P A N Y , H A Y W A R D C A ( 5 1 0 ) 8 8 7 - 8 7 8 7 , O R 2 4 " L I N E A R P L A S T I C P A N E L F R O M D E E P R O O T O R E Q U A L M L L L L L L L 5 G A L . 3 6 " O . C . 2 5 ' 5 0 ' 2 5 ' ' 8 5 3 2 4 " B O X 5 G A L . 5 4 6 " 3 ' 1 ' 3 ' 4 ' - 5 ' H , L , M H I G H , L O W , M O D E R A T E * 8 " 2 4 " 4 0 0 S . F . T R E E S S Y M B O L S I Z E Q T Y . M A T U R E H E I G H T B O T A N I C A L N A M E W U C O L S W A T E R R A T I N G C O M M O N N A M E S H R U B S A N D P E R E N N I A L S G R O U N D C O V E R S / M A S S P L A N T I N G S * N A N D I N A D O M E S T I C A ' G U L F S T R E A M ' H E A V E N L Y B A M B O O L 3 ' - 4 ' L M Y O P O R U M P A R V I F O L I U M ' B U R G U N D Y C A R P E T ' M Y O P O R U M T O T A L O N S I T E L A N D S C A P E D A R E A : 7 , 6 2 6 S . F . 1 5 G A L . 1 5 G A L . S I T E F E A T U R E S - T Y P I C A L L A G E R S T R O E M I A I N D I C A ' N A T C H E Z W H I T E C R A P E M Y R T L E 2 5 ' 4 R E L O C A T E D P A L M E X I S T I N G P A L M T O R E M A I N - 1 E X I S T I N G T R E E T O B E R E M O V E D - 1 0 6 ' P H O R M I U M T E N A X ' V A R I E G A T U M ' 5 G A L . 3 6 " O . C . 5 G A L . 1 8 " O . C . N E W Z E A L A N D F L A X L 1 T R E E P E R 2 0 L I N E A R F T O F S T R E E T F R O N T A G E . E U C L I D F R O N T A G E = 3 0 3 L F . 1 5 S T R E E T T R E E S R E Q U I R E D . 1 5 S T R E E T T R E E S P R O V I D E D A L L S T R E E T T R E E S T O B E 2 4 " B O X M I N . - - A L L P L A N T S N O T D E S I G N A T E D ' M O D E R A T E W A T E R U S E ' A R E I N T H E ' L O W W A T E R U S E ' H Y D R O Z O N E * * * * G R O U N D C O V E R S T O E X T E N D U N D E R S H R U B S A N D T R E E S W H I C H I S N O T S H O W N O N T H E P L A N D U E T O L E G I B I L I T Y . C O N T R A C T O R T O I N C L U D E S U F F I C I E N T P L A N T S T O A C C O M P L I S H T H E S P A C I N G S H O W N I N S H R U B B E D S T O W I T H I N 3 ' O F E A C H P L A N T E D S H R U B . A C O M B I N A T I O N O F S U B - S U R F A C E L O W F L O W D R I P , B U B B L E R S , A N D / O R L O W V O L U M E H U N T E R M P R O T A T O R S P R A Y S S H A L L B E I N S T A L L E D I N A L L P L A N T E R S . P L A N T S A R E G R O U P E D I N T O " H Y D R O Z O N E S " A N D I R R I G A T E D S E P A R A T E L Y F R O M T H O S E W I T H D I F F E R E N T W A T E R R E Q U I R E M E N T S . I R R I G A T I O N S Y S T E M S H A L L B E E Q U I P P E D W I T H A W E A T H E R T R A C K C O N T R O L L E R C A P A B L E O F D U A L P R O G R A M M I N G . F L O W S E N S O R L E A K D E T E C T I O N A N D A U T O M A T I C S H U T - O F F T O B E P R O V I D E D A T P O C . ALL PLANTING AREAS SHALL HAV E A 2 " L A Y E R O F O R G A N I C C O M P O S T T I L L E D INTO TOP 4", THEN OVERLAIN WIT H C O R R U G A T E D C A R D B O A R D A S A SHEETMULCHING AND TOPDRESSE D W I T H A 3 " ( M I N I M U M ) D E E P L A Y E R O F 3 / 4 " MINUS WOOD CHIP MULCH.ALL SURFACE AND SUB-SURFACE S W A L E S , D R A I N A G E S T R U C T U R E S A N D P A T T E R N S SHALL BE MAINTAINED.A LICENSED LANDSCAPE MAINTEN A N C E C O N T R A C T O R W I L L B E R E T A I N E D T O PERFORM ROUTINE MAINTENANCE D U T I E S . LOCATIONS AND QUANTITIES OF E X I S T I N G L A N D S C A P E M A T E R I A L S A R E APPROXIMATE.PLANTER SOIL SHALL BE AMENDE D A S D E S C R I B E D B Y A L A B O R A T O R Y S O I L ANALYSIS.DRIVEWAY CUTS AND FIRE HY D R A N T S UTILITY BOXES, MANHOLE AND O T H E R U T I L I T Y V A U L T S , TELEPHONE AND OTHER UTILIT Y P O L E S , G A S A N D W A T E R METER, AND MAINS REFER TO ARCHITECTURAL AND C I V I L P L A N S F O R D E S C R I P T I O N S O F E L E M E N T S NOT IDENTIFIED ON THIS PLAN.OBSERVE THE FOLLOWING MINIMU M S E T B A C K D I S T A N C E S F O R T R E E P L A N T I N G : = 3 0 F T . = 7 F T . = 5 F T . BETWEEN STREET TREES 1.2.3.4.5.6.7. M I N 5 0 % O F A L L T R E E S S H A L L B E S E L E C T E D F R O M T H E C I T Y S T R E E T T R E E S P E C I E S L I S T . 2 4 T O T A L N E W T R E E S : 2 1 O N L I S T ( 8 8 % ) , 3 N O T O N L I S T ( 1 2 % ) 5 0 % O F R E Q U I R E D S H R U B B E R Y , V I N E S A N D G R O U N D C O V E R S S H A L L B E D R O U G H T T O L E R A N T . 7 2 S F / 7 6 2 6 S F = 9 4 % D R O U G H T T O L E R A N T . - - - - 2 4 " B O X L 2 L S I D E W A L K SIDEWALK E X I S T I N G P A L M T O B E R E L O C A T E D - 2 - - - - 5 0 % O F R E Q U I R E D S H R U B B E R Y , V I N E S A N D G R O U N D C O V E R S S H A L L B E M I N 5 G A L A T T I M E O F P L A N T I N G . 5 G A L P L A N T S : 7 6 2 / 1 3 3 0 = 5 7 % 1 G A L P L A N T S : 5 6 8 / 1 3 3 0 = 4 3 % 1 5 % M I N . S H A L L B E L I V E G R O U N D C O V E R A N D M I N 1 0 % S H A L L B E S H R U B S I N L A N D S C A P E A R E A S . G R O U N D C O V E R S : 3 3 5 5 S F / 7 6 2 6 S F = 4 4 % S H R U B S : 3 8 7 1 / 7 6 2 6 = 5 1 % C O B B L E S : 4 0 0 / 7 6 2 6 = 5 % D R I V E T H R U S H A L L B E S C R E E N E D W I T H M I N 3 ' T A L L H E D G E . T U R F U S E I S L I M I T E D - 0 % T U R F 1 T R E E P E R 3 , 0 0 0 S F O F P A R K I N G A R E A . P A R K I N G = 7 6 0 0 S F . 3 T R E E S R E Q U I R E D , 5 T R E E S P R O V I D E D . 1 T R E E E V E R Y 5 S P A C E S , W I T H T R E E S A T B E G I N N I N G A N D E N D P L A N T E R S . 1 8 S P A C E S / 5 = 4 T R E E S R E Q U I R E D . 5 T R E E S P R O V I D E D ( 4 I N B E G I N N I N G / E N D P L A N T E R S , 1 P E R 5 P A R K I N G S P A C E S ) W I T H I N 7 ' O F R I G H T - O F - W A Y , P L A N T S T O B E 3 ' H T , O R L E S S . C E R A T O S T I G M A P L U M B A G I N O I D E S P L U M B A G O L 1 6 " L I T H O D O R A D I F F U S A ' G R A C E W A R D ' L I T H O D O R A 5 G A L . 5 G A L . 1 5 G A L . 1 5 G A L . 3 0 5 2 9 6 3 3 2 5 1 7 - - - TABEBUIA CHRYSOTRICHAW A S H I N G T O N I A RO B U S T A P I S T A C H I A C H I N E N S I S L A G E R S T R O E M I A I N D I C A ' N A T C H E Z ' OSTEOSPERMUMFRIUTICOSUMLIMONI U M P E R E Z I I CALISTEMON'LITTLE JOHN' M Y R T U S C O M M U N I S ' C O M P A C T A V A R I E G A ' N A N D I N A D O M E S T I C A ' G U L F S T R E A M ' P H O R M I U M T E N A X ' V A R I E G A T U M ' L I T O D O R A D I F F U S A ' G R A C E W A R D ' L A N T A N A H Y B R I D Y E L L O W M Y O P O R U M P A R V I F O L I U M ' B U R G U N D Y C A R P E T ' C E R A T O S T I G M A P L U M B A G I N O I D E S C O D E 1 8 . 4 6 . 0 3 0 . 0 1 0 1 C O D E 1 8 . 4 6 . 0 3 0 . 0 1 0 2 C O D E 1 8 . 4 6 . 0 3 0 . 0 2 0 1 C O D E 1 8 . 4 6 . 0 4 0 C O D E 1 8 . 4 6 . 0 4 0 . 0 1 0 C O D E 1 8 . 4 6 . 0 4 0 . 0 4 0 C O D E 1 8 . 4 6 . 0 4 0 . 0 6 0 C O D E 1 8 . 4 6 . 0 4 0 . 0 7 0 C O D E 1 8 . 4 6 . 0 6 0 & A P P E N D I X ' A ' & ' B ' D I A G R A M S C O D E 1 8 . 4 6 . 1 0 0 . 0 4 0 P I S T A C I A C H I N E N S I S O F F S I T E O R P E R C I T Y P W D C H I N E S E P I S T A C H E M 3 5 ' 9 2 4 " B O X 5 8 8 S . F . 5 G A L . 3 6 " O . C . B L U E G R A M A L 3 0 " B O U T E L O U A G R A C I L I S ' B L O N D A M B I T I O N ' - N O M U L C H C O N T R A C T O R T O I N S T A L L C O I R M A T T I N G T H R O U G H O U T B A S I N . 1 8 " ' N A N D I N A ' H A R B O U R D W A R F ' D W A R F N A N D I N A L 1 3 5 1 8 " L A N T A N A ' T R A I L I N G W H I T E ' L A N T A N A L 5 G A L . 1 3 1 1 8 " F E S T U C A ' S I S K Y O U B L U E ' B L U E F E S C U E L 5 G A L . 1 2 7 T O T A L O F F S I T E L A N D S C A P E D A R E A : 1 , 4 0 0 S . F . T O T A L L A N D S C A P E D A R E A : 9 , 0 2 6 S . F . 2 4 " B O X 2 4 " B O X 5 G A L . C C R 3 BCM (OFFICE) 1 600 VAULT VIEWINGROOM C C R 3 C C R 2 C C R 1 FULL-HEIGHT WALL7'-0" KNEE WALL 4 ' - 0 " K N E E W A L L 4 ' - 0 " K N E E W A L L 4 ' - 0 " K N E E W A L L 4 ' - 0 " K N E E W A L L FE C FEC C O A T S WIRE SHE L V E S WIRE SHELVES WOMEN L O B B Y BCM 5 E L E C / D A T A MEN T R A N S A C T I O N V E S T I B U L E C P Z P R I N T / F I L E L O U N G E S C R I M S C R I M A T 1 T E L L E R L I N E L T O S E Q U I P . / C A S H R M . A S T B R G 3 P S T 2 P B 1 P B 2 P B 3 PB 6 e A T M 1 L T O S 3 4 " H . 4 1 " H . 3 0 " H . 3 6 " H . 3 4 " H . 4 0 " OFFICE 4 P B 7 M S T 1 BCM (OFFICE) 1 P B 4 A T 2 4 ' - 0 " K N E E W A L L C O F F E E C R E D E N Z A SY C F I X T U R E C O M F O R T Z O N E 9 ' x 1 0 ' - 6 " S C R I M J A N . O.H. GRILLE A5 1 A 6 2 A 4 1 A 5 2 A 4 2 A 6 1 8 1 ' - 1 " 55'-0"MSB "GROUND UP" STANDARD PALETTE 545 N. EUCLID ST ANAHEIM, CA 928011 0 - 1 7 - 1 7 2 2 2 7 6 9 0 1 5 P R O J E C T I N F O R M A T I O N B L O C K J O B # D A T E : D R A W N B Y : C H E C K E D B Y : M O D E L S H E E T T I T L E S H E E T N U M B E R I S S U E D A T E D E S C R I P T I O N S E A L A R C H I T E C T / E N G I N E E R O F R E C O R D A V D P C U P S U B M I T T A L 0 4 / 2 7 / 2 0 1 7 ANAHEIM PLAZA RELO CHASE # 56726 - C U P R E - S U B M I T T A L 1 0 / 1 7 / 2 0 1 7 - C U P R E - S U B M I T T A L 1 2 / 1 2 / 2 0 1 7 - S C A L E F L O O R P L A N 1 1 / 4 " = 1 ' - 0 " F L O O R P L A N A 2 54 5 1/4" PER FT. MIN. 1/4" PER FT. MIN. "GROUND UP" STANDARD PALETTE 545 N. EUCLID ST ANAHEIM, CA 928011 0 - 1 7 - 1 7 2 2 2 7 6 9 0 1 5 P R O J E C T I N F O R M A T I O N B L O C K J O B # D A T E : D R A W N B Y : C H E C K E D B Y : M O D E L S H E E T T I T L E S H E E T N U M B E R I S S U E D A T E D E S C R I P T I O N S E A L A R C H I T E C T / E N G I N E E R O F R E C O R D A V D P C U P S U B M I T T A L 0 4 / 2 7 / 2 0 1 7 ANAHEIM PLAZA RELO CHASE # 56726 - C U P R E - S U B M I T T A L 1 0 / 1 7 / 2 0 1 7 - C U P R E - S U B M I T T A L 1 2 / 1 2 / 2 0 1 7 - S C A L E R O O F P L A N 1 1 / 4 " = 1 ' - 0 " R O O F P L A N A 3 P4P5P69'-4"P4 P 7 P 6 E X T E R I O R F I N I S H M A T E R I A L S ( 1 6 . 2 ) S T - 1 C A S T S T O N E V E N E E R M A N U F A C T U R E R S T O N E S O U R C E P R O D U C T C O U R T A U D C O L O R L I M E S T O N E F I N I S H H O N E D S I Z E 2 4 " W I D E x 1 2 " H I G H x 3 / 8 " D E E P N O M I N A L ( U . N . O . ) T H I C K N E S S 3 / 8 " D E E P N O M I N A L ( U . N . O . ) V E N D O R S T O N E S O U R C E C O N T A C T D A V I D S E L T Z E R / M I K E C A S T R O N U M B E R 2 1 2 ) 9 7 9 - 6 4 0 0 N O T E S R U N N I N G B O N D M A N U F A C T U R E D S T O N E F I E L D - C U T T O M A X . L E N G T H S P O S S I B L E W I T H B U T T E D A N D L A P P E D I N S I D E A N D O U T S I D E C O R N E R S - M I T E R E D C O R N E R S A R E N O T A C C E P T A B L E - P L A C E C O N T R O L J O I N T S A S R E C O M M E N D E D B Y T H E M A N U F A C T U R E R - R E F E R T O W A L L S E C T I O N S A N D D E T A I L S A C C E P T A B L E E I F S - 1 S O F F I T F I N I S H M A N U F A C T U R E R S T O C O R P . ( O R A P P R O V E D E Q U A L ) P R O D U C T S T O D I R E C T - A P P L I E D F I N I S H S Y S T E M F O R S O F F I T S C O L O R T O M A T C H S H E R W I N - W I L L I A M S # S W - 7 0 4 5 ( I N T E L L E C T U A L G R A Y ) F I N I S H S T O S I L C O L I T 1 . 0 ( F I N E ) E I F S - 2 E I F S A C C E N T B A N D S M A N U F A C T U R E R S T O C O R P . ( O R A P P R O V E D E Q U A L ) P R O D U C T S T O T H E R M P R E M I E R N E X T C O L O R T O M A T C H S H E R W I N - W I L L I A M S # S W 7 0 3 6 ( A C C E S S I B L E B E I G E ) F I N I S H S T O S I L C O L I T 1 . 0 ( F I N E ) E I F S - 4 E I F S W A L L S / P A R A P E T S M A N U F A C T U R E R S T O C O R P . ( O R A P P R O V E D E Q U A L ) P R O D U C T S T O T H E R M P R E M I E R N E X T C O L O R T O M A T C H S H E R W I N - W I L L I A M S # S W 6 1 0 8 ( L A T T E ) F I N I S H S T O S I L C O L I T 1 . 0 ( F I N E ) A C M - 1 C A N O P Y F A S C I A M A N U F A C T U R E R A L C O A A R C H I T E C T U R A L P R O D U C T S P R O D U C T R E Y N O B O N D C O L O R D U R A G L O S S 3 0 0 0 C H A S E P R O G R A M " C H A S E B L U E " A C M - 2 C A N O P Y F A S C I A M A N U F A C T U R E R A L C O A A R C H I T E C T U R A L P R O D U C T S P R O D U C T R E Y N O B O N D C O L O R D U R A G L O S S 5 0 0 0 C H A S E P R O G R A M " C H A S E S I L V E R " A C M - 3 E N T R A N C E C A N O P Y C E I L I N G M A N U F A C T U R E R A L C O A A R C H I T E C T U R A L P R O D U C T S P R O D U C T R E Y N O B O N D C O L O R D U R A G L O S S 5 0 0 0 D G - 7 5 , M A T T E W H I T E E P T - 1 E X T E R I O R P A I N T M A N U F A C T U R E R S H E R W I N - W I L L I A M S P R O D U C T M E T A L A T E X A C R Y L I C S E M I - G L O S S C O L O R S W 7 0 4 5 ( I N T E L L E C T U A L G R A Y ) F I N I S H S E M I - G L O S S E P T - 2 E X T E R I O R P A I N T M A N U F A C T U R E R S H E R W I N - W I L L I A M S P R O D U C T M E T A L A T E X A C R Y L I C S E M I - G L O S S C O L O R S W 7 0 3 6 ( A C C E S S I B L E B E I G E ) F I N I S H S E M I - G L O S S E P T - 4 E X T E R I O R P A I N T M A N U F A C T U R E R S H E R W I N - W I L L I A M S P R O D U C T M E T A L A T E X A C R Y L I C S E M I - G L O S S C O L O R S W 6 1 0 8 ( L A T T E ) F I N I S H S E M I - G L O S S E P T - 5 N O T U S E D E P T - 6 E X T E R I O R P A I N T M A N U F A C T U R E R M A T T H E W S P A I N T C O L O R M P 1 9 8 9 1 ( C H A S E N I C K E L ) F I N I S H S E M I - G L O S S E P T - 7 E X T E R I O R P A I N T M A N U F A C T U R E R M A T T H E W S P A I N T C O L O R M P 1 8 2 4 8 ( C H A S E D A R K N I C K E L ) F I N I S H S E M I - G L O S S R F - 1 A S P H A L T S H I N G L E S M A N U F A C T U R E R C E R T A I N T E E D P R O D U C T I N D E P E N D E N C E A R C O L O R W E A T H E R E D W O O D R F - 2 N O T U S E D S T - 3 C A S T S T O N E T R I M M A N U F A C T U R E R H A R V E Y C E M E N T P R O D U C T S , I N C . ( O R A P P R O V E D E Q U A L ) P R O D U C T S A V A N N A S T O N E C O L O R L I M E S T O N E # 3 F I N I S H S M O O T H N O T E S S E E R E F E R E N C E D D E T A I L S F O R P R O F I L E S A N D D I M E N S I O N S V E N D O R H A R V E Y C E M E N T P R O D U C T S , I N C . C O N T A C T N A M E E L L I C E H E R M A N O R C R A I G K I C K C O N T A C T N U M B E R ( 7 0 8 ) 3 3 3 - 1 9 0 0 ; ( 7 0 8 ) 8 2 2 - 3 9 0 7 N O T E S M A N U F A C T U R E D S T O N E I N W I D T H S A S N O T E D I N T H E W A L L S E C T I O N S A N D D E T A I L S - F I E L D - C U T T O M A X I M U M L E N G T H S P O S S I B L E W I T H B U T T E D A N D L A P P E D I N S I D E A N D O U T S I D E C O R N E R S - M I T E R E D C O R N E R S A R E N O T A C C E P T A B L E S C A L E W E S T E L E V A T I O N 2 1 / 4 " = 1 ' - 0 " S C A L E S O U T H E L E V A T I O N 1 1 / 4 " = 1 ' - 0 " "GROUND UP" STANDARD PALETTE 545 N. EUCLID ST ANAHEIM, CA 928011 0 - 1 7 - 1 7 2 2 2 7 6 9 0 1 5 P R O J E C T I N F O R M A T I O N B L O C K J O B # D A T E : D R A W N B Y : C H E C K E D B Y : M O D E L S H E E T T I T L E S H E E T N U M B E R I S S U E D A T E D E S C R I P T I O N S E A L A R C H I T E C T / E N G I N E E R O F R E C O R D A V D P C U P S U B M I T T A L 0 4 / 2 7 / 2 0 1 7 ANAHEIM PLAZA RELO CHASE # 56726 - C U P R E - S U B M I T T A L 1 0 / 1 7 / 2 0 1 7 - C U P R E - S U B M I T T A L 1 2 / 1 2 / 2 0 1 7 - E X T E R I O R E L E V A T I O N S A 5 W E S T E L E V A T I O N S C A L E D R I V E - T H R U C A N O P Y E L E V A T I O N 3 1 / 4 " = 1 ' - 0 " N O R T H E L E V A T I O N S O U T H E L E V A T I O N E L E V A T I O N K E Y N O T E S P 1 S T O R E F R O N T S Y S T E M : C L E A R A N O D I Z E D A L U M I N U M F R A M E S P 2 O P A Q U E S O L A R W I N D O W F I L M . S O L Y X P R O D U C T : S X - 3 1 3 0 W H I T E 7 0 D I F F U S E R P 3 L I G H T F I X T U R E P 4 S I G N A G E - U N D E R S E P A R A T E P E R M I T P 5 N E M A E N C L O S U R E F O R E L E C T R I C A L S W I T C H G E A R . P A I N T P 6 P R E - F A B R I C A T E D A T M C A N O P Y . P 7 D A S H E D L I N E I N D I C A T E S R O O F B E Y O N D . 5 4 5 9'-4"P1 P2 P4 P 1 P 2 P 3 P4 P 4 E X T E R I O R F I N I S H M A T E R I A L S ( 1 6 . 2 ) S T - 1 C A S T S T O N E V E N E E R M A N U F A C T U R E R S T O N E S O U R C E P R O D U C T C O U R T A U D C O L O R L I M E S T O N E F I N I S H H O N E D S I Z E 2 4 " W I D E x 1 2 " H I G H x 3 / 8 " D E E P N O M I N A L ( U . N . O . ) T H I C K N E S S 3 / 8 " D E E P N O M I N A L ( U . N . O . ) V E N D O R S T O N E S O U R C E C O N T A C T D A V I D S E L T Z E R / M I K E C A S T R O N U M B E R 2 1 2 ) 9 7 9 - 6 4 0 0 N O T E S R U N N I N G B O N D M A N U F A C T U R E D S T O N E F I E L D - C U T T O M A X . L E N G T H S P O S S I B L E W I T H B U T T E D A N D L A P P E D I N S I D E A N D O U T S I D E C O R N E R S - M I T E R E D C O R N E R S A R E N O T A C C E P T A B L E - P L A C E C O N T R O L J O I N T S A S R E C O M M E N D E D B Y T H E M A N U F A C T U R E R - R E F E R T O W A L L S E C T I O N S A N D D E T A I L S A C C E P T A B L E E I F S - 1 S O F F I T F I N I S H M A N U F A C T U R E R S T O C O R P . ( O R A P P R O V E D E Q U A L ) P R O D U C T S T O D I R E C T - A P P L I E D F I N I S H S Y S T E M F O R S O F F I T S C O L O R T O M A T C H S H E R W I N - W I L L I A M S # S W - 7 0 4 5 ( I N T E L L E C T U A L G R A Y ) F I N I S H S T O S I L C O L I T 1 . 0 ( F I N E ) E I F S - 2 E I F S A C C E N T B A N D S M A N U F A C T U R E R S T O C O R P . ( O R A P P R O V E D E Q U A L ) P R O D U C T S T O T H E R M P R E M I E R N E X T C O L O R T O M A T C H S H E R W I N - W I L L I A M S # S W 7 0 3 6 ( A C C E S S I B L E B E I G E ) F I N I S H S T O S I L C O L I T 1 . 0 ( F I N E ) E I F S - 4 E I F S W A L L S / P A R A P E T S M A N U F A C T U R E R S T O C O R P . ( O R A P P R O V E D E Q U A L ) P R O D U C T S T O T H E R M P R E M I E R N E X T C O L O R T O M A T C H S H E R W I N - W I L L I A M S # S W 6 1 0 8 ( L A T T E ) F I N I S H S T O S I L C O L I T 1 . 0 ( F I N E ) A C M - 1 C A N O P Y F A S C I A M A N U F A C T U R E R A L C O A A R C H I T E C T U R A L P R O D U C T S P R O D U C T R E Y N O B O N D C O L O R D U R A G L O S S 3 0 0 0 C H A S E P R O G R A M " C H A S E B L U E " A C M - 2 C A N O P Y F A S C I A M A N U F A C T U R E R A L C O A A R C H I T E C T U R A L P R O D U C T S P R O D U C T R E Y N O B O N D C O L O R D U R A G L O S S 5 0 0 0 C H A S E P R O G R A M " C H A S E S I L V E R " A C M - 3 E N T R A N C E C A N O P Y C E I L I N G M A N U F A C T U R E R A L C O A A R C H I T E C T U R A L P R O D U C T S P R O D U C T R E Y N O B O N D C O L O R D U R A G L O S S 5 0 0 0 D G - 7 5 , M A T T E W H I T E E P T - 1 E X T E R I O R P A I N T M A N U F A C T U R E R S H E R W I N - W I L L I A M S P R O D U C T M E T A L A T E X A C R Y L I C S E M I - G L O S S C O L O R S W 7 0 4 5 ( I N T E L L E C T U A L G R A Y ) F I N I S H S E M I - G L O S S E P T - 2 E X T E R I O R P A I N T M A N U F A C T U R E R S H E R W I N - W I L L I A M S P R O D U C T M E T A L A T E X A C R Y L I C S E M I - G L O S S C O L O R S W 7 0 3 6 ( A C C E S S I B L E B E I G E ) F I N I S H S E M I - G L O S S E P T - 4 E X T E R I O R P A I N T M A N U F A C T U R E R S H E R W I N - W I L L I A M S P R O D U C T M E T A L A T E X A C R Y L I C S E M I - G L O S S C O L O R S W 6 1 0 8 ( L A T T E ) F I N I S H S E M I - G L O S S E P T - 5 N O T U S E D E P T - 6 E X T E R I O R P A I N T M A N U F A C T U R E R M A T T H E W S P A I N T C O L O R M P 1 9 8 9 1 ( C H A S E N I C K E L ) F I N I S H S E M I - G L O S S E P T - 7 E X T E R I O R P A I N T M A N U F A C T U R E R M A T T H E W S P A I N T C O L O R M P 1 8 2 4 8 ( C H A S E D A R K N I C K E L ) F I N I S H S E M I - G L O S S R F - 1 A S P H A L T S H I N G L E S M A N U F A C T U R E R C E R T A I N T E E D P R O D U C T I N D E P E N D E N C E A R C O L O R W E A T H E R E D W O O D R F - 2 N O T U S E D S T - 3 C A S T S T O N E T R I M M A N U F A C T U R E R H A R V E Y C E M E N T P R O D U C T S , I N C . ( O R A P P R O V E D E Q U A L ) P R O D U C T S A V A N N A S T O N E C O L O R L I M E S T O N E # 3 F I N I S H S M O O T H N O T E S S E E R E F E R E N C E D D E T A I L S F O R P R O F I L E S A N D D I M E N S I O N S V E N D O R H A R V E Y C E M E N T P R O D U C T S , I N C . C O N T A C T N A M E E L L I C E H E R M A N O R C R A I G K I C K C O N T A C T N U M B E R ( 7 0 8 ) 3 3 3 - 1 9 0 0 ; ( 7 0 8 ) 8 2 2 - 3 9 0 7 N O T E S M A N U F A C T U R E D S T O N E I N W I D T H S A S N O T E D I N T H E W A L L S E C T I O N S A N D D E T A I L S - F I E L D - C U T T O M A X I M U M L E N G T H S P O S S I B L E W I T H B U T T E D A N D L A P P E D I N S I D E A N D O U T S I D E C O R N E R S - M I T E R E D C O R N E R S A R E N O T A C C E P T A B L E "GROUND UP" STANDARD PALETTE 545 N. EUCLID ST ANAHEIM, CA 928011 0 - 1 7 - 1 7 2 2 2 7 6 9 0 1 5 P R O J E C T I N F O R M A T I O N B L O C K J O B # D A T E : D R A W N B Y : C H E C K E D B Y : M O D E L S H E E T T I T L E S H E E T N U M B E R I S S U E D A T E D E S C R I P T I O N S E A L A R C H I T E C T / E N G I N E E R O F R E C O R D A V D P C U P S U B M I T T A L 0 4 / 2 7 / 2 0 1 7 ANAHEIM PLAZA RELO CHASE # 56726 - C U P R E - S U B M I T T A L 1 0 / 1 7 / 2 0 1 7 - C U P R E - S U B M I T T A L 1 2 / 1 2 / 2 0 1 7 - S C A L E E A S T E L E V A T I O N 2 1 / 4 " = 1 ' - 0 " S C A L E N O R T H E L E V A T I O N 1 1 / 4 " = 1 ' - 0 " E X T E R I O R E L E V A T I O N S A 4 E L E V A T I O N K E Y N O T E S P 1 S T O R E F R O N T S Y S T E M : C L E A R A N O D I Z E D A L U M I N U M F R A M E S P 2 O P A Q U E S O L A R W I N D O W F I L M . S O L Y X P R O D U C T : S X - 3 1 3 0 W H I T E 7 0 D I F F U S E R P 3 L I G H T F I X T U R E P 4 S I G N A G E - U N D E R S E P A R A T E P E R M I T P 5 N E M A E N C L O S U R E F O R E L E C T R I C A L S W I T C H G E A R . P A I N T P 6 P R E - F A B R I C A T E D A T M C A N O P Y . P 7 D A S H E D L I N E I N D I C A T E S R O O F B E Y O N D . Color Legend:Sherwin Williams SW6108 “Latte”Sherwin Williams SW7036 “Accessible Beige”Sherwin Williams SW7045 “Intellectual Gray”Chase “Nickel”Chase “Blue”Roof Tile Truslate “Charcoal”STONE SOURCE “Honed Limestone”Version 02/22/17 So u t h E l e v a t i o n We s t El e v a t i o n Design Visualization Chase Bank Anaheim Plaza Relo Euclid Ave.Anaheim, CASCALE 1 / 4 " = 1 ' - 0 " 0’-0”GROUND LEVEL+/- 23’-3-3/4”T.O. ROOF 18’-0”T.O. PARAPET20’-6”T.O. PARAPET 0’-0”GROUND LEVEL+/- 23’-3-3/4”T.O. ROOF 18’-0”T.O. PARAPET20’-6”T.O. PARAPET 9’-6”T.O. DRIVE-THRU9’-6”T.O. DRIVE-THRU Color Legend:Sherwin Williams SW6108 “Latte”Sherwin Williams SW7036 “Accessible Beige”Sherwin Williams SW7045 “Intellectual Gray”Chase “Nickel”Chase “Blue”Roof Tile Truslate “Charcoal”STONE SOURCE “Honed Limestone” No r t h E l e v a t i o n Ea s t El e v a t i o n Design Visualization Version 02/22/17 Chase Bank Anaheim Plaza Relo Euclid Ave.Anaheim, CA SP A N D R E L GL A S S SCALE 1 / 4 " = 1 ' - 0 " SP A N D R E L GL A S S 0’-0”GROUND LEVEL+/- 23’-3-3/4”T.O. ROOF 18’-0”T.O. PARAPET20’-6”T.O. PARAPET 0’-0”GROUND LEVEL+/- 23’-3-3/4”T.O. ROOF 18’-0”T.O. PARAPET20’-6”T.O. PARAPET Site Photographs From Euclid Street, looking northwest From the existing driveway located south of Crescent Avenue, looking south From the existing driveway located at Anaheim Plaza and Euclid Street, looking north ATTACHMENT NO. 5 NEW CORRESPONDENCE ITEM NO. 3 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net ITEM NO. 4 PLANNING COMMISSION REPORT City of Anaheim PLANNING AND BUILDING DEPARTMENT DATE: MARCH 5, 2018 SUBJECT: CONDITIONAL USE PERMIT NO. 2017-05911 LOCATION: The project site is located at 1041 and 1065 North Pacificenter Drive and 1081 North Tustin Avenue and consists of approximately 14.68-acres located at the southwest corner of Tustin Avenue and La Palma Avenue (Link OC). APPLICANT/PROPERTY OWNER: The applicant and property owner is PC Center Acquisitions LLC and Pac Center Acquisitions II LLC, represented by Scott Peterson. The agent for this project is Phil Schwartze of the PRS Group. REQUEST: The applicant is requesting approval of a Conditional Use Permit to develop a mixed-use project consisting of 406 apartments in two residential buildings and 5,000 square feet of new commercial space. This request includes the demolition of an existing 26,000 square foot office/warehouse building and the removal of approximately 310,000 square feet of surface parking lots. The applicant is also requesting a modification of development standards to permit interior structural and landscape setbacks that are less than what is required in the Anaheim Municipal Code (“Code”). RECOMMENDATION: Subject to the attached Conditions of Approval, staff recommends that the Planning Commission approve the attached resolution and determine that the project is statutorily exempt from the requirements to prepare additional environmental documentation pursuant to Section 21155.4 of the California Environmental Quality Act (CEQA) Statute; and, approve Conditional Use Permit No. 2017-05911. BACKGROUND: The subject 14.68-acre project site is located within the Transit Oriented Area (DA-3) of the Anaheim Canyon Specific Plan No. 2015-1 (ACSP). The General Plan designates this property for Mixed-Use land uses. Commercial uses are located to the south and east of the project site; apartments and industrial uses are located to the west across the Metrolink train tracks, and commercial and industrial uses are located to the north, across La Palma Avenue. The property is immediately adjacent to the Anaheim Canyon Metrolink Station. The project site includes office and commercial uses and a parking lot for users of the Anaheim Canyon Metrolink station. In January 2016, the Anaheim City Council certified Environmental Impact Report (EIR) No. 348, concurrent with the adoption of the ACSP. EIR No. 348 evaluated the environmental impacts associated with the implementation of the ACSP and created a Mitigation Monitoring Reporting Plan (MMRP) No. 312. EIR No. 348 serves as the environmental document for projects implemented in the ACSP. LINK OC PROJECT March 5, 2018 Page 2 of 8 The intent of DA-3 is to provide for and encourage the development of a high quality, pedestrian and bicycle friendly mixed-use district that will define the core of Anaheim Canyon and take full advantage of the Anaheim Canyon Metrolink Station and convenient access to the Riverside Freeway and open space areas. This area provides a unique location for new workforce and commuter housing within Anaheim Canyon, including affordable housing. These resources have both local and regional significance due to the City’s central geographic location and ideal proximity to regional markets and labor pools, and regional access, circulation and public transit routes. This mixed use area, and its continued development in a quality manner, is an essential resource to the community’s economic health and the preservation of a competitive growth potential. The underlying, base zone for this area is the “MU” Mixed Use Overlay Zone and, unless otherwise indicated, the standards of the “MU” Mixed Use Overlay Zone apply to development within DA-3. The establishment of ACSP and DA-3 provided the opportunity for mixed-use development with a maximum density of 60 dwelling units to the acre. Prior to the adoption of the ACSP, the subject property was limited to commercial and office uses. A key component of the ACSP is an Implementation Action Plan that provides action steps to achieve the ACSP's goal of reducing regulatory barriers, streamlining development review and approval processes, improving multimodal circulation and streetscapes and promoting the brand and image of Anaheim Canyon as an innovative eco-industrial district. The Implementation Action Plan provides the foundation of review by the City to ensure that projects assist long-term economic growth, promote sustainability, and ensure a successful future for Anaheim Canyon. Project Site Plan with Phases LINK OC PROJECT March 5, 2018 Page 3 of 8 PROPOSAL: The applicant proposes development of a mixed-use project, consisting of 406 apartments in two residential buildings and 5,000 square feet of new commercial space, in five phases, over four properties. The first phase would include a reconfiguration of the existing parking lot and landscaping to construct 294 surface parking spaces to serve the existing office building, including 70 surface parking spaces of dedicated parking for Metrolink users. The proposal also includes two bus bays for Anaheim Resort Transit and Orange County Transportation Authority (OCTA) buses and shuttles on the northern edge of the property along Pacificenter Drive. In addition, temporary moving truck loading and unloading spaces are included at the southern and northern portions of the lot to serve the adjacent proposed apartment buildings. On Site A, the applicant proposes to construct a five-story apartment building with 192 residential units. The proposed building would be 71 feet high and wrapped around a seven- level, 85-foot high parking structure with an amenity deck above. This structure would include 359 parking spaces for the apartment building. Site A Apartment Building Demolition of the office/warehouse building would occcur in preparation for the proposed apartment building on Site B. The Site B apartment building would be developed with 214 apartment units in a five-story, 72-foot high building wrapped around a proposed six-level 74- foot high parking structure. This structure would include 387 parking spaces. Site B Apartment Building LINK OC PROJECT March 5, 2018 Page 4 of 8 The proposed residential buildings would include a variety of building materials in a contemporary architectural style, including a light sand finish stucco; brick and stone veneers; and vinyl, aluminum and metal finishes on windows and railings. The proposed commercial building would also be a contemporary architectural style, with horizontal lines and modern materials consisting of glass, wood, metal and aluminum. Site amenities for the residential apartment units would include both active and passive open space areas, including pools, spas, fitness areas, clubhouses, courtyards, plazas, private patios and balconies, dog parks, and landscaped areas. Each of the buildings would include studio, one-bedroom, and two-bedroom units ranging in size from 572 square feet to 1,200 square feet. The applicant is proposing to construct a 12-foot wide multi-use bike path adjacent to the proposed development. The multi-use bike path would be located along the full extent of the western property line of the project adjacent to the Metrolink right-of-way. The path implements the Green Element of the General Plan and the Public Realm Improvements component of the ACSP. The path design will be coordinated with the Community Services Department. On Site A the applicant proposes a 5-foot 3-inch setback at the southern interior property line adjacent to the office property where a 10-foot setback is required. Similarly, on Site B the applicant proposes modifying the interior setback requirement with a 6-foot 4-inch setback where a 10-foot setback is required. The final portion of the request is located on the commercial parcel at the corner of Tustin Avenue and La Palma Avenue and includes a new 5,000-square foot retail building, a reconfiguration of the parking lot, and landscaping improvements. This retail building would be in a contemporary architectural style with varied wall elevations including stucco, wood-like tile, aluminum storefronts, and a metal louver accent awning. Commercial Building FINDINGS AND ANALYSIS: Section 18.120.040 (Uses) of Chapter 18.120 (Anaheim Canyon Specific Plan No. 2015-1 (SP 2015-1) Zoning and Development Standards), requires approval of a CUP to allow a mixed-use development in DA-3 of the ACSP. The project must meet the development standards of Chapter 18.120; however, where Chapter 18.120 is silent on development standards, the standard of the MU Overlay Zone (Chapter 18.32 of the Code) applies to development in DA-3. The MU Overlay Zone permits modifications to building and landscape setbacks and the approval of a parking demand study in lieu of meeting Code parking requirements as part of the CUP approval process for the mixed-use development. LINK OC PROJECT March 5, 2018 Page 5 of 8 Before the Planning Commission may approve a CUP, it must also make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) That the proposed use is properly one for which a Conditional Use Permit is authorized by the Code; 2) That the proposed use will not adversely affect the adjoining land uses, or the growth and development of the area in which it is proposed to be located; 3) That the size and shape of the site proposed for the use is adequate to allow the full development of the proposed use, in a manner not detrimental to either the particular area or health and safety; 4) That the traffic generated by the proposed use will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area; and 5) That the granting of the Conditional Use Permit under the conditions imposed, if any, will not be detrimental to the health and safety of the citizens of the City of Anaheim. Setback Modification The MU Overlay Zone allows the modification of building and landscape setbacks by Conditional Use Permit to promote increased pedestrian activity, provide for a unified street frontage, ensure privacy and light for residential uses, provide for public spaces, and promote compatibility with existing development. While variance findings which are dependent on attributes of the property, such as size, shape or topography, Conditional Use Permit findings are dependent on the impact to surrounding properties. The proposed modification to the setback areas on the south side of Site A and the north side of Site B would reduce the distance from the building to the adjacent pedestrian walkways along the apartment buildings. The majority of each of the buildings meets the 10-foot setback requirement with only a few portions of the building encroaching into the setback. In the case of both buildings, there is significant recreation and leisure areas along these setbacks. Staff believes that the design of the buildings is consistent with the intent of the MU Overlay Zone, will promote increased pedestrian activity, continues to provide for public spaces, and is compatible with the proposed mixed-use development. Staff believes that the building design and layout within the property results in a proposal that will not adversely affect the adjoining land uses. Since the applicant proposes to develop the property with multiple-family residences, the modified setbacks would be compatible and appropriate with this use in an urban environment. The size and shape of the site for the proposed mixed-use development is adequate to allow for the full development of the use and will not be detrimental to the area or to the health or safety of the residents. The traffic generated by proposed mixed-use development, with reduced setbacks would not impose an undue burden upon the streets and highways because the distance of the setbacks will have no correlative effect on the number of vehicles entering and exiting the property. The number of vehicles entering and exiting the property will remain consistent with the proposed multiple-family residential use of the property. Additionally, this design results in a greater number of parking spaces than LINK OC PROJECT March 5, 2018 Page 6 of 8 required by Code, including sufficient parking for users of the adjacent Metrolink station, as further described below. Parking Due to the variations in parking demand and needs of mixed-use projects, vehicle parking requirements and the design of the parking areas, including ingress and egress, are determined as part of the conditional use permit process. Approval of the parking is to be based upon information contained in a parking demand study prepared by a California-licensed, independent traffic engineer, as approved by the Planning Services Manager of the Planning Department and/or his or her designee. Pursuant to this requirement, the applicant has submitted a shared parking analysis that identifies the overall demand for parking and how the applicant proposes that users will share the parking spaces within the mixed-use project. The shared parking analysis identifies that the applicant will provide fewer parking spaces than required by Code for the apartment buildings and office building, on their respective properties. It also identifies that the commercial/retail property provides more parking spaces than required by Code. The analysis demonstrates that through sharing parking spaces during peak and off-peak periods, there are enough total parking spaces for all of the uses. Each of the apartment buildings provide enough parking spaces in each of the parking structures for all of the resident’s vehicles. However, there are not enough spaces in each structure for the required visitor parking spaces, which is 41 collectively between the two apartment buildings. However, the shared parking analysis shows that the peak demand for visitor parking for the apartments is during weekday evenings and on weekends, during the off- peak period for the office building. Therefore, the applicant proposes to share the office parking during the evenings and weekends to satisfy the necessary visitor parking as it will not conflict with the operations of the office tenants. This will be recorded in the reciprocal easement agreement that governs the site. The demand for parking spaces for the office building exceeds the number of spaces provided on the office building property. The peak demand period for the office building is during the daytime on weekdays. The shared parking analysis identifies that there is a surplus of parking spaces on the adjacent commercial property. The applicant proposes to use these spaces to satisfy the demand for the office building during the weekdays. In addition to the parking spaces needed for the residential, office, and commercial uses, the Orange County Transportation Authority (OCTA) has informed the City that the Anaheim Canyon Metrolink Station needs 100 parking spaces to accommodate users of the station. The traffic studies and traffic models prepared for the City’s General Plan, the ACSP and supporting environmental documents have also identified this demand for parking. The applicant’s proposal includes 70 parking spaces for users of the Metrolink station. Therefore, to achieve consistency between the applicant's proposal and the City's General Plan and the ACSP, staff has included a condition of approval to provide for the 100 parking spaces identified by OCTA as being needed to accommodate users of the adjacent Metrolink Station. Consistency between the applicant's proposal and the General Plan and ACSP is also necessary to ensure that as a result of its certification of EIR No. 348, the City has adequately analyzed all the environmental impacts associated with the applicant's proposal. As further set forth below, because of this consistency, LINK OC PROJECT March 5, 2018 Page 7 of 8 staff recommends that the City determine that the project is statutorily exempt from the requirements to prepare additional environmental documentation pursuant to Section 21155.4 of the California Environmental Quality Act (CEQA) Statute. The provision of 100 spaces, as required in Condition No. 18 and bus bays, as required in Condition No. 39, are essential factors in staff’s recommendation for approval of the proposed project. A total of 1,308 parking spaces are required for the proposed Link OC mixed-use project. This includes the 100 parking spaces needed to accommodate users of the Metrolink station. While the overall required number of spaces is 1,308, the peak demand for all of the uses at any one time is 973 spaces, which would occur in the early evenings. The applicant is proposing 1,267 spaces across the project. The shared parking analysis demonstrates that the parking supply is sufficient to accommodate the peak parking demand for each of the uses through offsetting uses of the parking areas. The remaining commercial uses in the larger development include a hotel, a retail furniture store, and commercial and food uses. These properties were not included in the parking consideration for the mixed-use shared analysis. Each of these properties has the required number of parking spaces for the businesses on each property. There is a reciprocal access and parking agreement across all of the properties in this larger development. However, the proposed Link OC project would not rely on parking spaces from these properties. Staff concurs with the findings of the shared parking analysis, with the inclusion of the 100 parking spaces for the Metrolink Station, that through sharing of parking spaces between the uses during the off-peak hours, the project includes the necessary number of parking spaces to meet the demand of the project. Environmental Review As previously described in this staff report, EIR No. 348 serves as the environmental document for projects implemented in accordance with the ACSP. An initial study was prepared for the proposed project, which determined that the project is exempt from environmental review pursuant to Public Resources Code Section 21155.4, based on the following findings: 1) The proposed project is a mixed-use development project proposed within a transit priority area. Public Resources Code Section 21099, defines a transit priority area as an area within one half mile of a major transit stop. Public Resources Code Section 21064.3 defines a major transit stop as a site containing a rail transit station or the intersection of two or more bus routes with a frequency of service interval of 15 minutes or less during the morning and evening peak commute periods. 2) Would be undertaken to implement and is consistent with the ACSP, for which EIR No. 348 was prepared; and 3) Is consistent with the general plan land use designation, density, building intensity, and applicable policies specified for the Project Site in the Southern California Association of Governments 2016-2040 Regional Transportation Plan/ Sustainable Communities Strategy (2016 RTP/SCS or Plan). LINK OC PROJECT March 5, 2018 Page 8 of 8 Accordingly, and based on the recommended conditions of approval, no further environmental review of the proposed project is required under Public Resources Code Section 21166. Staff has compiled applicable mitigation measures from MMRP No. 312, approved as part of EIR No. 348 into Mitigation Monitoring Plan No. 351 for the proposed project. Implementation of these measures is included in the conditions of approval for the proposed project. CONCLUSION: As conditioned, the proposed project is a thoughtfully designed and planned project that maintains the vision of the ACSP. The project would also conform to the General Plan and the MU Overlay Zone. Staff believes that the proposed project would be an appropriate addition to the Anaheim Canyon. Staff recommends approval of this request. Prepared by, Submitted by, G. Scott Koehm Irma Huitron Senior Planner Acting Planning Services Manager Attachments: 1. Draft Conditional Use Permit Resolution 2. Project Plans 3. Shared Parking Analysis 4. Initial Study 5. Mitigation Monitoring Plan No. 351 6. Comments Received SP 2015-1DEV 2017-00031 SP 2015-1DA1SERVICE STATION SP 2015-1DA1RETAIL SP 2015-1DA3FASTFOOD SP 2015-1DA3FASTFOOD SP 2015-1DA1GENERAL ELECTRICOFFICES SP 2015-1DA1INDUSTRIAL SP 2015-1DA1INDUSTRIAL SP 2015-1DA3THE CROSSINGCONDOS132 DU M E T R O L I N K A N A H E I M C A N Y O N S T A T I O N R A I L R O A D SP 2015-1DA1BUSINESS PARK SP 2015-1DA3FURNITURE STORE SP 2015-1DA3HOTEL SP 2015-1DA3INDUSTRIAL SP 2015-1DA3INDUSTRIAL SP 2015-1DA3INDUSTRIAL SP 2015-1DA3RETAIL SP 2015-1DA3OFFICES SP 2015-1DA3RETAIL SP 2015-1DA3TRAIN STATIONPARKING SP 2015-1DA3WAREHOUSE N T U S T I N A V E E LA PALMA AVE N T U S T I N A V E N P A C I F I C E N T E R D R N P A C I F I C E N T E R D R E . L A P A L M A A V E E . M I R A L O M A A V E E.R I V E R D A L E A V E N . M I L L E R S T N . K R A E M E R B L V D N . T U S TIN A V E 1 0 4 1 a n d 1 0 6 5 N o r t h P a c if i Center Drive and 1 0 7 1 a n d 1 0 8 1 N o r t h T ustin Avenue D E V N o . 2 0 1 7-00031 Subject Property APN: 345-181-18345-181-05345-181-08345-181-09345-181-12345-181-03 °0 50 100 Feet Aeria l Photo:Ma y 2 016 N T U S T I N A V E E LA PALMA AVE N T U S T I N A V E N P A C I F I C E N T E R D R N P A C I F I C E N T E R D R E . L A P A L M A A V E E . M I R A L O M A A V E N . T U S TI N AVE E.R I V E R D A L E A V E N . M I L L E R S T N . K R A E M E R B L V D 1 0 4 1 a n d 1 0 6 5 N o r t h P a c if i Center Drive and 1 0 7 1 a n d 1 0 8 1 N o r t h T ustin Avenue D E V N o . 2 0 1 7-00031 Subject Property APN: 345-181-18345-181-05345-181-08345-181-09345-181-12345-181-03 °0 50 100 Feet Aeria l Photo:Ma y 2 016 [DRAFT] ATTACHMENT NO. 1 - 1 - PC2018-*** RESOLUTION NO. PC2018-*** A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ANAHEIM APPROVING CONDITIONAL USE PERMIT NO. 2017-05911 AND MAKING CERTAIN FINDINGS IN CONNECTION THEREWITH (DEV2017-00031) (1041 AND 1065 NORTH PACIFICENTER DRIVE AND 1081 NORTH TUSTIN AVENUE) WHEREAS, the Planning Commission of the City of Anaheim (the "Planning Commission") did receive a verified petition to approve Conditional Use Permit No. 2017- 05911 to develop a mixed-use project consisting of 406 apartments in two residential buildings with modifications to interior and landscape setbacks and 5,000 square feet of new commercial space, (herein referred to as the "Proposed Project") for premises located at 1041 and 1065 North Pacificenter Drive and 1081 North Tustin Avenue in the City of Anaheim, County of Orange, State of California, as generally depicted on the map attached hereto as Exhibit A and incorporated herein by this reference (the "Property"); and WHEREAS, the Property is approximately 14.68 acres in size and is currently developed with four commercial buildings and a parking lot serving the adjacent Anaheim Canyon Metrolink Station. The Property is located in the Transit Oriented Area (Development Area 3) of the Anaheim Canyon Specific Plan (“SP 2015-1, DA 3”) and is subject to the zoning and development standards of Chapter 18.120 Anaheim Canyon Specific Plan No. 2015-1 (SP 2015-1) Zoning and Development Standards. The Anaheim General Plan designates the Property for Mixed Use land uses; and WHEREAS, a key component of the ACSP is an Implementation Action Plan that provides action steps to achieve the ACSP's goal of reducing regulatory barriers, streamlining development review and approval processes, improving multimodal circulation and streetscapes and promoting the brand and image of Anaheim Canyon as an innovative eco- industrial district. The Implementation Action Plan provides the foundation of review by the City to ensure that projects assist long-term economic growth, promote sustainability, and ensure a successful future for Anaheim Canyon. WHEREAS, on __________ the City Council certified Final Environmental Impact Report No. 348 ("EIR No. 348") and adopted the ACSP. EIR No. 348 addressed all the environmental effects associated with implementation of the ACSP; and WHEREAS, an Initial Study was prepared for the Proposed Project, which determined that the project is exempt from environmental review pursuant to Public Resources Code Section 21155.4, based on the recommended conditions of approval and the following findings: 1) The Proposed Project is a mixed-use development project proposed within a transit priority area. - 2 - PC2018-*** 2) The Proposed Prjoect would be undertaken to implement and is consistent with the ACSP, for which EIR No. 348 was prepared; and 3) The Proposed Project is consistent with the general plan land use designation, density, building intensity, and applicable policies specified for the Project Site in the Southern California Association of Governments 2016-2040 Regional Transportation Plan/ Sustainable Communities Strategy (2016 RTP/SCS or Plan). WHEREAS, as the "lead agency" under the California Environmental Quality Act (Public Resources Code Section 21000 et seq.; herein referred to as “CEQA”), the Planning Commission finds and determines that the Proposed Project is statutorily exempt from the requirements to prepare additional environmental documentation pursuant to Section 21155.4 of CEQA; and WHEREAS, the Planning Commission did hold a public hearing at the Civic Center in the City of Anaheim on March 5, 2018 at 5:00 p.m., and notice of said public hearing having been duly given as required by law and in accordance with the provisions of Chapter 18.60 (Procedures) of the Code, to hear and consider evidence for and against proposed Conditional Use Permit No. 2017-05911, and to investigate and make findings and recommendations in connection therewith; and WHEREAS, the Planning Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration of all evidence and reports offered at said hearing with respect to the request for Conditional Use Permit No. 2017- 05911, does find and determine the following: 1. The Proposed Project is properly one for which a conditional use permit is authorized under the classes of allowable uses set forth in Section No. 18.120.040.040.0402 and 18.32.030.120 of the Code. 2. The Proposed Project, as conditioned herein, would not adversely affect the adjoining land uses and the growth and development of the area in which it is proposed to be located because the project is surrounded by compatible buildings and uses; and, the project is consistent with the vision and implementation of the Anaheim General Plan and Anaheim Canyon Specific Plan. 3. The size and shape of the site for the use is adequate to allow the full development of the Proposed Project in a manner not detrimental to the particular area or to the health and safety because the Proposed Project would be located within an existing commercial development that is surrounded by other commercial uses. 4. The traffic generated by the Proposed Project will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area because the traffic generated by these uses will not exceed the anticipated and analyzed volumes of traffic on the surrounding streets and adequate parking will be provided to accommodate the use. - 3 - PC2018-*** 5. The granting of the conditional use permit under the conditions imposed will not be detrimental to the health and safety of the citizens of the City of Anaheim as the Proposed Project will continue to be integrated with the surrounding commercial area and adjacent Anaheim Canyon Metrolink Station and would not pose a health or safety risk to the citizens of the City of Anaheim. WHEREAS, the Planning Commission determines that the evidence in the record constitutes substantial evidence to support the actions taken and the findings made in this Resolution, that the facts stated in this Resolution are supported by substantial evidence in the record, including testimony received at the public hearing, the staff presentations, the staff report and all materials in the project files. There is no substantial evidence, nor are there other facts, that detract from the findings made in this Resolution. The Planning Commission expressly declares that it considered all evidence presented and reached these findings after due consideration of all evidence presented to it. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission does hereby approve Conditional Use Permit No. No. 2017-05911, contingent upon and subject to the conditions of approval set forth in Exhibit B attached hereto and incorporated herein by this reference, which are hereby found to be a necessary prerequisite to the proposed use of the property under Conditional Use Permit No. 2017-05911 in order to preserve the health, safety and general welfare of the citizens of the City of Anaheim. Extensions for further time to complete conditions of approval may be granted in accordance with Section 18.60.170 of the Code. Timing for compliance with conditions of approval may be amended by the Planning Director upon a showing of good cause provided (i) equivalent timing is established that satisfies the original intent and purpose of the condition, (ii) the modification complies with the Code, and (iii) the applicant has demonstrated significant progress toward establishment of the use or approved development. BE IT FURTHER RESOLVED that any amendment, modification or revocation of this permit may be processed in accordance with Chapters 18.60.190 (Amendment to Permit Approval) and 18.60.200 (City-Initiated Revocation or Modification of Permits) of the Code. BE IT FURTHER RESOLVED that the Planning Commission does hereby find and determine that adoption of this Resolution is expressly predicated upon applicant's compliance with each and all of the conditions hereinabove set forth. Should any such condition, or any part thereof, be declared invalid or unenforceable by the final judgment of any court of competent jurisdiction, then this Resolution, and any approvals herein contained, shall be deemed null and void. BE IT FURTHER RESOLVED that approval of this application constitutes approval of the proposed request only to the extent that it complies with the Code and any other applicable City, State and Federal regulations. Approval does not include any action or findings as to compliance or approval of the request regarding any other applicable ordinance, regulation or requirement. - 4 - PC2018-*** THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting of March 5, 2018. Said resolution is subject to the appeal provisions set forth in Chapter 18.60 (Procedures) of the Anaheim Municipal Code pertaining to appeal procedures and may be replaced by a City Council Resolution in the event of an appeal. CHAIRPERSON, PLANNING COMMISSION OF THE CITY OF ANAHEIM ATTEST: SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Eleanor Morris, Secretary of the Planning Commission of the City of Anaheim, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Planning Commission of the City of Anaheim held on March 5, 2018 by the following vote of the members thereof: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: IN WITNESS WHEREOF, I have hereunto set my hand this 5th day of March, 2018. SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 5 - PC2018-*** - 6 - PC2018-*** EXHIBIT “B” CONDITIONAL USE PERMIT NO. 2017-05911 (DEV2017-00031) NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT PRIOR TO FINAL MAP APPROVAL OR LOT LINE ADJUSTMENT 1 The Project is subject to a Water Supply Assessment to determine the adequacy of existing water supplies to serve the Project. Public Utilities, Water Engineering 2 For Projects located within 1,000 feet of an industrial facility that emits substantial odors, which includes but is not limited to:  Wastewater treatment plants  Composting, greenwaste, or recycling facilities  Fiberglass manufacturing facilities  Painting/coating operations  Large-capacity coffee roasters  Food-processing facilities The property owner/developer shall submit an odor assessment to the Planning Director prior to approval of any future discretionary action that verifies that the South Coast Air Quality Management District (SCAQMD) has not received three or more verified odor complaints. If the Odor Assessment identifies that the facility has received three such complaints, the applicant will be required to identify and demonstrate that Best Available Control Technologies for Toxics (T-BACTs) are capable of reducing potential odors to an acceptable level, including appropriate enforcement mechanisms. T-BACTs may include, but are not limited to, scrubbers at the industrial facility, or installation of Minimum Efficiency Reporting Value (MERV) filters rated at 14 or better at all residential units. AQ-11 (MMRP No. 312) Planning and Building Department, Building Division Planning and Building Department, Planning Services Division PRIOR TO ISSUANCE OF DEMOLITION ACTIVITIES OR PERMITS 3 Prior to issuance of grading, demolition or building plans, whichever occurs first, the property owner/developer shall provide a note on plans indicating that ongoing during grading and construction, contractors will use equipment that meets the following United States Environmental Protection Agency (EPA)-Certified emissions standards: All off-road diesel-powered construction equipment greater than 50 horsepower shall meet the Tier 4 Final emission standards. Any emissions control device used by the contractor shall achieve emissions reductions that are no less than what could be achieved by a Level 4 diesel emissions control strategy for a similarly sized engine, as defined by CARB regulations. AQ-1 (MMRP No. 312) Planning and Building Department, Building Division - 7 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 4 Prior to issuance of grading, demolition or building plans, whichever occurs first, the property owner/developer shall provide a list of all construction equipment proposed to be used on the Project Site. This list may be provided on the building plans. The construction equipment list shall state the makes, models, and numbers of the equipment; that the equipment shall be properly serviced and maintained in accordance with the manufacturer’s recommendations; and, that all nonessential idling of construction equipment is restricted to five minutes or less in compliance with California Air Resources Board’s Rule 2449. AQ-2 (MMRP No. 312) Planning and Building Department, Building Division 5 Prior to issuance of grading, demolition or building plans, whichever occurs first, the property owner/developer shall submit a dust control plan that implements the following measures during ground-disturbing activities, in addition to the existing requirements for fugitive dust control under South Coast Air Quality Management District Rule 403, to further reduce PM10 and PM2.5 emissions: a) Following all grading activities, the construction contractor shall reestablish ground cover on the construction site through seeding and watering. b) During all construction activities, the construction contractor shall sweep streets with Rule 1186–compliant, PM10-efficient vacuum units on a daily basis if silt is carried over to adjacent public thoroughfares or occurs as a result of hauling. c) During all construction activities, the construction contractor shall maintain a minimum 24-inch freeboard on trucks hauling dirt, sand, soil, or other loose materials and tarp materials with a fabric cover or other cover that achieves the same amount of protection. d) During all construction activities, the construction contractor shall water exposed ground surfaces and disturbed areas a minimum of every three hours on the construction site and a minimum of three times per day. e) During all construction activities, the construction contractor shall limit onsite vehicle speeds on unpaved roads to no more than 15 miles per hour. The Building Division shall verify compliance during normal construction site inspections. AQ-3 (MMRP No. 312) Planning and Building Department, Building Division 6 Prior to issuance of demolition, grading or building permits, whichever occurs first, construction activity is set to occur during nesting season (typically between February 1 and July 1), the property owner/developer shall be required to conduct nesting bird surveys in accordance with the California Department of Fish and Wildlife requirements, and submit said surveys to the City of Anaheim Planning Department. Such surveys shall identify avoidance measures to protect active nests. BIO-2 (MMRP No. 312) Planning and Building Department, Planning Services Division 7 Prior to investigations, demolition, or renovation, all activities shall be coordinated with Dig Alert (811). Planning and Building Department, Planning Services Division - 8 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT PRIOR TO ISSUANCE OF GRADING PERMITS 8 The project’s Final Drainage Report, Final Grading Plans, and Soils Report shall be submitted for review and approval to City of Anaheim Public Works Development Services Division. Public Works Department, Development Services Division 9 The property owner shall submit project improvement plans that incorporate the required drainage improvements and the mechanisms proposed in the approved Final Drainage Report. No offsite run-off shall be blocked during and after grading operations or perimeter wall construction. The Final Drainage Report shall demonstrate that the post-development storm event run-off shall be less than or equal to the existing pre-development storm event run-off the post-development flows leaving the site are less than or equal to the pre-development flows and that the proposed building structures and basement(s), if any, shall be flood protected. Finish floor elevations shall be 1-ft. minimum above the 100-year event water surface elevation. Run-off shall not be diverted and any proposed improvements shall prevent downstream properties from becoming flooded. The Final Drainage report shall address the drainage velocity on the new on-site improvements and potential impacts to the existing drainage system. Also, the plans shall show that all concentrated flow shall be contained within an approved drainage device and preserve the existing flows and manner drainage is conveyed downstream. Any inlets in sump condition shall be designed to capture Q25 and a secondary emergency outlet for the sump condition is required to provide a minimum of 1-ft. freeboard between the maximum water surface elevation and minimum finish floor elevation. The emergency outlet must direct overflows to either an adequate downstream street or natural conveyance system. Public Works Department, Development Services Division 10 Since the flow pattern is changed for the northwest drainage area of the project from flowing south in the existing condition to flowing north in the proposed condition to a storm drain system in La Palma that is deficient, the developer shall comply with the following requirements: • The storm discharge shall be at a flow rate equal or less than in the existing condition; • The final drainage study shall state that they are fully aware of the deficiency of the existing storm drain in La Palma Avenue and by connecting to the back of the catch basin the storm drain runoff can overflow and flood the site. Public Works Department, Development Services Division 11 The final hydrology study shall include complete hydrology calculations for the entire project site and shall show compliance with City of Anaheim 10- yr, 25-year and 100-year maximum flooded width and depth for the local streets and arterial highways for this project. Public Works Department, Development Services Division 12 The final Water Quality Management Plan (WQMP) shall be submitted for review and approval to Public Works Development Services and comply with the most current requirements of the Orange County Drainage Area Management Plan (DAMP) and TGD and with the conditions of approval of the approved Preliminary WQMP, which include the following: Public Works Department, Development Services Division - 9 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT  Since the treatment and infiltration for several properties is occurring on a separated property, a legally binding mechanism shall be establish on Title to require the parcels benefiting from the infiltration system to become responsible for its maintenance and repair. Additionally, the parcel upon which the infiltration system resides will be restricted from removing, or modifying or disrupting the design or operation of the infiltration system without review and approval, by the City, of an Amended WQMP and associated Grading Plans. 13 The applicant shall demonstrate that coverage has been obtained under California’s General Permit for Stormwater Discharges Associated with Construction Activity by providing a copy of the Notice of Intent (NOI) submitted to the State Water Resources Control Board and a copy of the subsequent notification of the issuance of a Waste Discharge Identification (WDID) Number. The applicant shall prepare and implement a Stormwater Pollution Prevention Plan (SWPPP). A copy of the current SWPPP shall be kept at the project site and be available for City review upon request. Public Works Department, Development Services Division 14 Prior to issuance of the grading permit and/or right-of-way construction permit for any storm drain improvements, a Save Harmless agreement in- lieu of an Encroachment Agreement is required to be executed, approved by the City and recorded by the applicant on the property for any new private storm drains connecting to the City storm drain facilities. Public Works Department, Development Services Division 15 A Cross-Lot Drainage Agreement is required to be executed and approved by the City and recorded by the applicant on the properties for cross-lot drainage. Public Works Department, Development Services Division 16 A signed and notarized Right-of-Entry or legal equivalent authorization shall be provided for all work that will be performed in the neighboring properties currently under different ownership. Public Works Department, Development Services Division 17 The existing maintenance covenant that currently covers maintenance responsibilities of private facilities within the project site, or CC&Rs for the project site, shall be amended and approved by the City Attorney’s Office. If there is no such maintenance covenant, then a maintenance covenant should be submitted for review and approval by the City Attorney’s Office. The covenant shall include provisions for maintenance of new/modified private facilities and private utilities, including compliance with the project’s approved Water Quality Management Plan and a maintenance exhibit. Maintenance responsibilities shall include parkway landscaping and irrigation, private utilities, private streets/drives, WQMP BMPs, etc. The covenant shall be recorded in the Office of the Orange County Recorder. Public Works Department, Development Services Division 18 Prior to issuance of the first building permit, applicant shall submit to Public Works for the review and approval of the City Engineer, a revised site plan identifying the location, consistent with applicable provisions of the Anaheim Canyon Commuter Rail Station and Easement Agreements, of Public Works Department, Traffic Engineering Division - 10 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT the seventy exclusive and designated ( 70 ) Metrolink parking spaces adjacent to the Anaheim Canyon Station as required, which will be constructed and maintained in substantial conformance to such plan and provided at no cost to the City or the public, and the non-exclusive right for ingress and egress to and from the seventy (70) spaces. The revised site plan identifying the seventy (70) spaces for the general public's use and ingress and egress rights shall be reflected and memorialized in an Amendment to the Anaheim Canyon Rail Station Easement Agreement prepared by the applicant and submitted to the Public Works Development Services Division for review and approval by the City Engineer and City Attorney; The applicant shall also provide, at no cost to the City or public, thirty (30) additional non-exclusive parking spaces for a period of two (2) years from the date the City's approval of CUP 2017-05911 becomes final and non- appealable for use by Metrolink users through a City-administered permit process. At the conclusion of the two (2) year period, the applicant will administer a permit process to provide the thirty (30) non-exclusive additional parking spaces for a second two (2) year period and the fee for permits may be established by applicant in applicant’s sole discretion. At the expiration of the second two (2) year period, the applicant may extend its administration of the permit process and continue to provide additional parking spaces at the applicant's sole and absolute discretion. If at any time during the first or second two (2) year period, the City secures alternative off-site parking to accommodate the 30 spaces, the City and the applicant agree to meet and confer as to the need to continue administration of a permit process. 19 The developer/owner shall submit a set of improvement plans for Public Utilities Water Engineering review and approval in determining the conditions necessary for providing water service to the project. Public Utilities, Water Engineering 20 Prior to issuance of demolition, grading, or building permits, whichever occurs first, the property owner/developer shall submit plans to the City Engineer for review. The City Engineer shall review the location of each project to determine if it is an area served by potentially deficient sewer facilities, as identified in the latest updated sewer study for the ACSP. If the project will increase sewer flows beyond those programmed in the appropriate master plan sewer study for the area or if the project currently discharges to an existing deficient sewer system or will create a deficiency in an existing sewer line, the property owner/developer shall perform additional sewer analysis using flow, wet-weather data, and other information specific for the project to determine the surcharge levels for final design. The property owner/developer shall be required to guarantee mitigation of the impact to adequately serve the area to the satisfaction of the City Engineer and City Attorney’s Office, which could include additional related fees, construction, or a combination thereof. USS-1 (MMRP No. 312) Public Works Department, Engineering Division City Attorney’s Office - 11 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS 21 Prior to issuance of a building permit, the property owner/developer shall provide a note on plans indicating that: a) All coatings and solvents will have a volatile organic compound (VOC) content lower than required under Rule 1113 (i.e., super compliant paints). b) All architectural coatings shall be applied either by (1) using a high-volume, low pressure spray method operated at an air pressure between 0.1 and 10 pounds per square inch gauge to achieve a 65 percent application efficiency; or (2) manual application using a paintbrush, hand-roller, trowel, spatula, dauber, rag, or sponge, to achieve a 100 percent applicant efficiency. c) The construction contractor shall also use precoated/natural colored building materials, where feasible. The Building Division shall verify compliance during normal construction site inspections. AQ-4 (MMRP No. 312) Planning and Building Department, Building Division 22 Prior to issuance of building permits, for residential development, the property owner/developer shall provide a note on building plans that indicates that all shared community barbeques will be electric powered barbeque units. These units shall be verified on site by the Building Division prior to issuance of a Certificate of Occupancy. AQ-5 (MMRP No. 312) Planning and Building Department, Building Division 23 Prior to issuance of a building permit, the property owner/developer shall show on plans that all applicant-provided appliances be Energy Star appliances (dishwashers, refrigerators, clothes washers, and dryers). Installation of Energy Star appliances shall be verified by the Building Division prior to issuance of a Certificate of Occupancy. AQ-6 (MMRP No. 312) Planning and Building Department, Building Division 24 Prior to issuance of building permits for new construction of residential development, the property owner/developer shall indicate on plans that garage and/or car port parking are electrically wired to accommodate a Level 2 (240 volt) electric vehicle charging. The location of the electrical outlets shall be specified on building plans, and proper installation shall be verified by the Building Division prior to issuance of a Certificate of Occupancy. AQ-7 (MMRP No. 312) Planning and Building Department, Building Division 25 Prior to issuance of building permits for new residential developments, the property owner/developer shall submit a health risk assessment (HRA) to the Planning Department. The Applicant has prepared a Health Risk Assessment (HRA) & Odor Analysis (Appendix C, Health Risk Assessment & Odor Analysis OC Link Project, Vista Environmental, January 5, 2018). Planning and Building Department, Building Division Planning and - 12 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT The HRA shall be prepared in accordance with policies and procedures of the State of California’s Office of Environmental Health Hazard Assessment (OEHHA) and the South Coast Air Quality Management District (SCAQMD). If the HRA shows that the incremental cancer risk exceeds one in one hundred thousand (1.0E-05), PM concentrations would exceed 2.5 μg/m3, or the appropriate noncancer hazard index exceeds 1.0, the following is required prior to issuance of building permits: The HRA showed that the calculated cancer risks at all sides of the two proposed residential apartment buildings would range between 2.2 and 7.5 per 100,000 people. This would exceed the cancer risk threshold of 1.0 per 100,000 persons, and therefore, the HRA concluded that the following measures apply: a) The HRA shall identify the level of high-efficiency Minimum Efficiency Reporting Value (MERV) filter required to reduce indoor air concentrations of pollutants to achieve the cancer and/or noncancer threshold. The HRA identified that the HVAC system would require a MERV 16 filter for all units located on the west side of Buildings ‘A’ and ‘B’, and a MERV 13 filter for all other residential units, as shown on Figure 10, MERV 13 and 16 Filter Locations. With the inclusion of upgraded air filtration systems for the residential buildings, as shown in Figure 10, residents would not be exposed to emissions that exceed SCAQMD’s health risk significance thresholds for cancer or chronic or acute non-cancer hazards. b) Installation of high efficiency MERV filters in the intake of residential ventilation systems consistent with the recommendations of the HRA, shall be shown on plans. Heating, air conditioning, and ventilation (HVAC) systems shall be installed with a fan unit designed to force air through the MERV filter. The MERV filter requirements as shown on Figure 10 will be shown on building plans. c) To ensure long-term maintenance and replacement of the MERV filters in the individual units, the property owner/developer shall record a covenant on the property that requires ongoing implementation of the actions below. The form of the covenant shall be approved by the City Attorney’s Office prior to recordation. 1. The property owner/developer shall provide notification to all future tenants or owners of the potential health risk for affected units and the increased risk of exposure to diesel particulates when windows are open. 2. For rental units, the property owner/developer shall maintain and replace MERV filters in accordance with the manufacture’s recommendations. For ownership units, the Homeowner’s Association shall incorporate requirements for long-term maintenance in the Covenant Conditions and Building Department, Planning Services Division City Attorney’s Office - 13 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT Restrictions and inform homeowners of their responsibility to maintain the MERV filter in accordance with the manufacturer’s recommendations. AQ-10 (MMRP No. 312) 26 Prior to issuance of building permits, if new vibration-sensitive land uses are located within 200 feet of any railroad line, the property owner/developer shall retain an acoustical engineer to conduct an acoustic analysis that includes a vibration analysis for potential impacts from vibration generated by operation of the rail line. Mixed use buildings shall be designed to eliminate vibration amplifications due to resonances of floors, walls, and ceilings. The detailed analysis shall be submitted to the Planning Department prior to issuance of building permits and shall show that the vibration levels would be below 72 VdB, which is Federal Transit Administration’s nighttime criteria to regulate vibration impacts to affected residential uses. N-3 (MMRP No. 312) Planning and Building Department, Building Division 27 Prior to issuance of a building permit, the property owner/developers shall submit a final acoustical report prepared to the satisfaction of the Planning Director. The report shall show that the development would be sound- attenuated against present and projected noise levels, including roadway, aircraft, helicopter, stationary sources (e.g., industrial, commercial, etc.), and railroad, to meet City interior standards as follows: a) The report shall demonstrate that the proposed residential design will result in compliance with the 45 dBA CNEL interior noise levels, as required by the California Building Code and California Noise Insulation Standards (Title 24 and 25 of the California Code of Regulations). b) The report shall demonstrate that the Proposed Project residential design shall minimize nighttime awakening from train horns such that interior single-event noise levels are below 81 dBA Lmax. The property owner/developer shall submit the noise mitigation report to the Planning Director for review and approval. Upon approval by the City, the project acoustical design features shall be incorporated into construction of the Proposed Project. N-5 (MMRP No. 312) Planning and Building Department, Building Division 28 To address the criteria in MM N-5 a) to reduce the average interior noise levels to a level below the 45dBA CNEL interior noise standard, the property owner/developer will upgrade windows and exterior doors with a minimum Sound Transmission Class (STC) rating of 29 for all units shown in Figure 11, Residential Units with STC 29 and 30 Ratings, and include a note on the plans showing this PDF and Figure 11. With the inclusion of upgraded windows and exterior doors with an STC rating of 29, as shown in Figure 11, future residents would not be exposed to interior noise levels above 45dBA. PDF NOI-1 (Project Design Feature) Planning and Building Department, Building Division - 14 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 29 To address the criteria in MM N-5 b) to reduce the single event interior train horn noise level to below 81 dBA Lmax, the property owner/developer will upgrade windows and exterior doors with a minimum Sound Transmission Class (STC) rating of 30 STC for all floors located on the west side of the residential apartment buildings on both Lot ‘1’ and Lot ‘2’, as shown in Figure 11 and include a note on the plans showing this PDF and Figure 11. With the inclusion of upgraded windows and exterior doors with an STC rating of 30, as shown in Figure 11, future residents would not be exposed to significant single event interior train horn noise levels. PDF NOI-2 (Project Design Feature) Planning and Building Department, Building Division 30 Prior to issuance of the first building permit for each building, the property owner/developer shall pay all applicable transportation impact fees to the City of Anaheim in amounts determined by the City Council Resolution in effect at the time of issuance of the building permit with credit given for City-authorized improvements provided by the property owner/developer; and participate in all applicable reimbursement or benefit districts which have been established. T-4 (MMRP No. 312) Public Works, Traffic and Transportation Division 31 Prior to issuance of building permits for any Project forecast to generate 100 or more peak hour trips, as determined by the City Traffic and Transportation Manager utilizing Anaheim Traffic Analysis Model Trip Generation Rates, the property owner/developer shall submit to the City Traffic and Transportation Manager traffic improvement phasing analyses to identify when the improvements identified in the Anaheim Canyon Specific Plan EIR Traffic Impact Study, Iteris, September 2014 (Appendix G of the EIR No. 348) shall be designed and constructed. a) The traffic improvement phasing analyses will specify the timing, funding, construction and fair-share responsibilities for all traffic improvements necessary to maintain satisfactory levels of service within the City of Anaheim and surrounding jurisdictions, as defined by the City’s General Plan, based on thresholds of significance, performance standards and methodologies utilized in EIR No. 348, Orange County Congestion Management Program and established in City of Anaheim Traffic Study Guidelines. The property owner/developer shall construct, bond for or enter into a funding agreement for necessary circulation system improvements, as determined by the City Traffic and Transportation Manager. At minimum, fair-share calculations shall include intersection improvements, rights-of- way, and construction costs, unless alternative funding sources have been identified to help pay for the improvement. T-5 (MMRP No. 312) Public Works, Traffic and Transportation Division 32 The property owner shall irrevocably offer to dedicate in a signed deed to the City of Anaheim an easement with the required width to accommodate all the required improvements to address safety concerns and per the Anaheim Canyon Specific Plan and Traffic Study on La Palma Avenue and Tustin Avenue as specified below, a corner cut-off dedication in compliance with Public Works Department, Development Services Division - 15 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT City STD 110-B from the ultimate right-of-way (ROW) at the southwest corner of La Palma Ave. and Pacificenter Drive, and a corner cut-off dedication in compliance with City STD 110-B from the ultimate ROW at the northwest corner of Tustin Ave. and Pacificenter Drive for road, public utilities, and other public purposes. An additional 17-ft. to 10-ft. ROW easement dedication from the existing ROW line for road, public utilities, and other public purposes is required along La Palma Avenue along the frontage of the parcels that will be redeveloped, which are Parcel 1 of Parcel Map 99-129 and Parcel 1 of Parcel Map 87-446. The 17-ft. ROW easement dedication will start adjacent to the railroad right-of-way and transition to a 10-ft. ROW easement dedication within the right turn pocket. An additional 1-ft. ROW easement dedication from the existing ROW line for road, public utilities, and other public purposes is required along Tustin Avenue along the frontage of the parcels that will be redeveloped. 33 Prior to approval of sanitary sewer connections for each development Project, the property owner/developer shall be required to install the sanitary sewer facilities, as required by the City Engineer, to prevent the sewer surcharge in the public system from back-flowing into below-grade structures of the proposed development based upon the latest updated sewer study for the ACSP. Where requested by the City Engineer, sewer improvements shall be constructed with larger than recommended diameter to maintain the surcharge levels within the pipe, and the invert elevation of sewer laterals shall be located above the hydraulic grade line elevation of the surcharge levels when the invert elevation of sewer laterals are above the pipe crown. USS-2 (MMRP No. 312) Public Works Department, Development Services Division 34 Prior to the approval of any street improvement plans within the ACSP that encompass area(s) where Orange County Sanitation District (OCSD) would be upsizing trunk lines and/or are making other improvements, the property owner/developer shall coordinate with OCSD to ensure that backflow prevention devices are installed at the lateral connections to prevent surcharge flow from entering private properties. Proof of such coordination, such as a letter from OCSD affirming review of proposed plans, shall be provided by the property owner/developer to the City prior to approval of the street improvement plans. USS-3 (MMRP No. 312) Public Works Department, Development Services Division 35 The owner shall apply for and obtain vacation of the existing easements on site that are in conflict with the proposed permanent structures. Public Works Department, Development Services Division 36 All conflicting utilities and/or abandonments must be relocated and/or abandoned in accordance with the utilities’ owners’ requirements at the developers’ expense and all necessary permits must be secured prior to any utility relocations. Public Works Department, Development Services Division 37 The developer shall submit street improvement plans, obtain a right of way construction permit, and post a security (Performance and Labor & Materials Bonds) in an amount approved by the City Engineer and in a form Public Works Department, Development - 16 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT approved by the City Attorney for the construction of all required off-site and public improvements within the City street right of way of La Palma Avenue and Tustin Avenue. Improvements shall conform to the Anaheim Canyon Specific Plan requirements, approved Traffic Study, and as approved by the City Engineer and as depicted on the approved preliminary engineering site plans. The street improvement plans shall show both sides of all streets and alleys adjacent to the property for reference and include all traffic related improvements adjacent to the project site including all driveways, utility installations, signing and striping, median islands, and all other offsite work. Any curb ramps that do not currently comply with City Standard 111-3 shall be upgraded to comply with City Standard 111-3. Services Division 38 The legal property owner shall submit a Lot Line Adjustment to Public Works, Development Services for review and approval to modify the existing (4) lots configuration. The Lot Line Adjustment and Conformance Deed shall be recorded prior to issuance of a building permit. Public Works Department, Development Services Division 39 Applicant must implement the Anaheim Canyon Commuter Rail Station agreement and prior to issuance of the first residential building permit, excluding demolition, submit for review and approval by the City Attorney, a covenant that states that the two bus bays (as shown on the approved site plan) shall be available in perpetuity, or until such time the Public Works Department of the City of Anaheim and Applicant or Property Owner mutually agree to terminate or amend such covenant, to the City of Anaheim, Orange County Transportation Authority, Anaheim Transportation Network, and any other transportation entities servicing the Anaheim Canyon Station. These bus bays shall be available at no charge to all transportation entities. The approved covenant shall be recorded prior to issuance of the first building permit, excluding demolition. Public Works Department, Traffic Engineering Division 40 The property owner shall irrevocably offer to dedicate in a signed deed to the City of Anaheim an easement 12- feet minimum in width along the existing westerly property line of Parcel 1 and Parcel A of Parcel Map No. 99-129, as per map filed in Book 316, Pages 7 through 11 of Parcel Maps in the Office of the County Recorder, County of Orange, California for bicycle and pedestrian purposes for a bicycle path. Public Works Department, Traffic Engineering Division 41 Plans shall specifically indicate that all vehicular ramps and grades conform to all applicable Engineering Standards. Public Works Department, Traffic Engineering Division 42 Prior to issuance of the building permit for the parking structure, plans shall demonstrate that at-grade ducts and overhead pipes shall not encroach in the parking space areas or required vehicle clearance areas. Public Works Department, Traffic Engineering Division 43 It is the responsibility of the project to remove and relocate any traffic signal poles and equipment at the intersections of Tustin/Pacificenter and La Palma/Pacificenter if necessary at the projects expense. Public Works Department, Traffic Engineering Division - 17 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 44 A private water system with separate water service for fire protection and domestic water shall be provided and shown on plans submitted to the Water Engineering Division of the Anaheim Public Utilities Department. Public Utilities, Water Engineering 45 Water submetering shall be furnished and installed by the Owner/Developer and a water submeter shall be installed to each individual unit. Provisions for the ongoing maintenance and operation (including meter billing) of the submeters shall be the responsibility of the Owner/Developer and included and recorded in the Master CC&Rs for the project. Public Utilities, Water Engineering 46 All backflow equipment shall be located above ground outside of the street setback area in a manner fully screened from all public streets and alleys. Any backflow assemblies currently installed in a vault will have to be brought up to current standards. Any other large water system equipment shall be installed to the satisfaction of the Water Engineering Division outside of the street setback area in a manner fully screened from all public streets and alleys. Said information shall be specifically shown on plans and approved by Water Engineering and Cross Connection Control Inspector. Public Utilities, Water Engineering 47 All requests for new water services, backflow equipment, or fire lines, as well as any modifications, relocations, or abandonments of existing water services, backflow equipment, and fire lines, shall be coordinated and permitted through Water Engineering Division of the Anaheim Public Utilities Department. Public Utilities, Water Engineering 48 All existing water services and fire services shall conform to current Water Services Standards Specifications. Any water service and/or fire line that does not meet current standards shall be upgraded if continued use is necessary or abandoned if the existing service is no longer needed. The owner/developer shall be responsible for the costs to upgrade or to abandon any water service or fire line. Public Utilities, Water Engineering 49 The Owner shall irrevocably offer to dedicate to the City of Anaheim (i) an easement for all large domestic above-ground water meters and fire hydrants, including a five (5)-foot wide easement around the fire hydrant and/or water meter pad. (ii) a twenty (20) foot wide easement for all water service mains and service laterals all to the satisfaction of the Water Engineering Division. The easements shall be granted on the Water Engineering Division of the Public Utilities Department’s standard water easement deed. The easement deeds shall include language that requires the Owner to be responsible for restoring any special surface improvements, other than asphalt paving, including but not limited to colored concrete, bricks, pavers, stamped concrete, decorative hardscape, walls or landscaping that becomes damaged during any excavation, repair or replacement of City owned water facilities. Provisions for the repair, replacement and maintenance of all surface improvements other than asphalt paving shall be the responsibility of the Owner and included and recorded in the Master CC&Rs for the project. Public Utilities, Water Engineering 50 The developer/owner shall submit a water system master plan, including a hydraulic distribution network analysis, for Public Utilities Water Public Utilities, Water Engineering - 18 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT Engineering review and approval. The master plan shall demonstrate the adequacy of the proposed on-site water system to meet the project’s water demands and fire protection requirements. 51 Water improvement plans shall be submitted to the Water Engineering Division for approval and a performance bond in the amount approved by the City Engineer and form approved by City Attorney shall be posted with the City of Anaheim. Public Utilities, Water Engineering 52 Individual water service and/or fire line connections will be required for each parcel per Rule 18 of the City of Anaheim’s Water Rates, Rules and Regulations. Public Utilities, Water Engineering ONGOING DURING CONSTRUCTION 53 Seventy (70) designated parking stalls shall be available for Metrolink users at all times. Public Works Department, Traffic Engineering Division 54 Ongoing during grading, demolition, and construction, the property owner/developer shall be responsible for requiring contractors to implement the following measures to limit construction-related noise:  Construction activity is limited to the daytime hours between 7 AM to 7 PM, as prescribed in the City’s Municipal Code.  All internal combustion engines on construction equipment and trucks are fitted with properly maintained mufflers.  Stationary equipment such as generators, air compressors shall be located as far as feasible from nearby noise-sensitive uses.  Stockpiling is located as far as feasible from nearby noise- sensitive receptors Construction traffic shall be limited to the haul routes established by the City of Anaheim. N-1 (MMRP No. 312) Planning and Building Department, Building Division PRIOR TO FIRST FINAL BUILDING AND ZONING INSPECTION 55 All required on-site Water Quality Management Plan, onsite improvements, and public right of way improvements shall be completed, operational, and are subject to review and approval by the Construction Services Inspector. Public Works Department, Development Services Division 56 The developer shall improve La Palma Avenue and Tustin Avenue in compliance with the Anaheim Canyon Specific Plan, approved Traffic Study, and as required and approved by the City Engineer and as depicted on the approved engineering site plans. The south side of the street on La Palma Avenue between the railroad right-of-way and right-turn pocket shall be widened by up to a maximum of 7-ft. to match the future widening of the railroad crossing and transition into the right-turn pocket. On the south side Public Works Department, Development Services Division - 19 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT of La Palma Avenue along the frontage of the parcels being redeveloped, a 5-ft. planter with landscaping and irrigation, curb adjacent, connected to the onsite irrigation system and maintained by the property owner and a 12-ft. multi-use path (concrete sidewalk) behind the 5-ft. planter shall be built. A sidewalk transition shall be built on La Palma Avenue adjacent to the railroad right-of-way connecting the existing sidewalk that terminates at the railroad ROW to the sidewalk to be built at the ultimate ROW on La Palma Avenue within the frontage of the project. On the west side of Tustin Avenue along the frontage of the parcels being redeveloped, a 5-ft. planter with landscaping and irrigation, curb adjacent, connected to the onsite irrigation system and maintained by the property owner and a 5-ft. sidewalk behind the 5-ft. planter shall be built. Any curb ramps that do not currently comply with City Standard 111-3 shall be upgraded to comply with City Standard 111-3. 57 The applicant shall construct, maintain, and make available for use two (2) bus bays per the approved engineering site plan. Public Works Department, Traffic Engineering Division 58 Curbs adjacent to the drive aisles shall be painted red to prohibit parallel parking in the drive aisles. Red curb locations shall be clearly labeled on building plans. Public Works Department, Traffic Engineering Division 59 Fire lanes shall be posted with “No Parking Any Time.” Said information shall be specifically shown on plans submitted for building permits. Public Works Department, Traffic Engineering Division 60 The bicycle path shall be built and improved by the property owner in compliance with the Anaheim Canyon Specific Plan and Anaheim Municipal Code along the existing westerly property line of Parcel 1 of Parcel Map No. 99-129, as per map filed in Book 316, Pages 7 through 11 of Parcel Maps in the Office of the County Recorder, County of Orange, California. Public Works Department, Traffic Engineering Division 61 There is an existing 8-inch public water main loop running through Site ‘B’ that services the adjacent hotel building to the south of the site. This water main shall be removed/abandoned, and the existing hotel services shall be relocated to the southern terminus of the public 12-inch water main that shall remain in place. A hydraulic analysis shall be prepared to show that the existing and future water demands can be served without the current loop. The owner/developer will be responsible for any additional water main improvements necessary to meet Anaheim’s design standards. Public Utilities, Water Engineering 62 Two 12-inch gate valves shall be installed at the tee located near the northeast corner of Site ‘B’ across from the leasing office. Additionally, a new public hydrant be installed just north of the 12-inch tee and proposed gate valves in the northeast portion of Site ‘B’. Public Utilities, Water Engineering 63 Site ‘B’ shall be master-metered with a minimum of two connections to the Public Utilities, - 20 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT public water main for both domestic and fire services. These two sets of connections shall be located on either side of the new 12-inch gate valves to be cut-in on the existing 12-inch public water main. Water Engineering 64 Per City Standards, the existing 8-inch and 10-inch water lateral stub-outs located along the eastern edge of Site ‘A’ will not be allowed for re-use with smaller sized meters, backflow devices and/or for combined services. Public Utilities, Water Engineering ONGOING DURING PROJECT CONSTRUCTION 65 Ongoing during grading and construction, the Property Owner/Developer shall halt or divert excavations within a 50‐foot radius of an inadvertent find of fossils or fossil bearing deposits discovered during construction activities at a depth of less than five feet below surface and retain a qualified paleontologist to examine the discovery. The paleontologist shall document the discovery in accordance with Society of Vertebrate Paleontology [1995] standards, evaluate the potential resource, and assess the significance of the find under the criteria set forth in CEQA Guidelines Section 15064.5. Further excavation within the 50‐foot radius of the find shall not recommence until the paleontologist has completed this assessment and notified the appropriate agencies to determine procedures that shall be followed. If the Property Owner/Developer determines that avoidance is not feasible, the paleontologist shall prepare an excavation plan which shall mitigate the effect of construction activities on the discovery. The plan shall be submitted to the City of Anaheim for review and approval prior to implementation. (MM PALEO-2) Planning and Building Department, Planning Services Division 66 An all-weather access road as approved by the Fire Department shall be provided during construction. Fire Department 67 Emergency vehicular access shall be provided and maintained in accordance with Fire Department Specifications and Requirements. Fire Department ONGOING DURING PROJECT OPERATION 68 A minimum of two connections to public water mains and private water looping inside the project are required. Public Utilities, Water Engineering 69 The following minimum horizontal clearances shall be maintained between proposed water mains, meters, laterals and other facilities:  10-feet minimum separation (outside wall-to-outside wall) from sanitary sewer mains and laterals  5-feet minimum separation from all other utilities, including storm drains, gas, and electric  6-feet minimum separation from curb face  10-feet minimum separation from structures, footings, trees, and stormwater BMPs. Public Utilities, Water Engineering 70 No public water main or public water facilities shall be installed in private alleys or paseo areas. Public Utilities, Water Engineering 71 No public water mains or laterals allowed under parking stalls or parking Public Utilities, - 21 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT lots. Water Engineering 72 All fire services 2-inch and smaller shall be metered with a UL listed meter, Hersey Residential Fire Meter with Translator Register, no equals. Public Utilities, Water Engineering 73 The Owner shall be responsible for restoring any special surface improvements, other than asphalt paving, within any right-of-way, public utility easement or City easement area including but not limited to colored concrete, bricks, pavers, stamped concrete, walls, decorative hardscape or landscaping that becomes damaged during any excavation, repair or replacement of City owned water facilities. Provisions for maintenance of all said special surface improvements shall be included in the recorded Master CC&R’s for the project and the City easement deeds. Public Works, Development Services Division 74 Compliance with AMC 6016, the Anaheim Public Safety Radio System Coverage Ordinance is required. To request a copy of the ordinance, contact Officer Berger at (714) 765-3859 or mberger@anaheim.net. A copy of the ordinance can also be viewed/downloaded online through the City of Anaheim web site under “City Records”: http://www.anaheim.net/. Police Department 75 File Emergency Listing Card, Form APD-281, with the Police Department, available at the Police Department front counter, or it can be downloaded from the following web site: http://www.anaheim,net/article.asp?id=678. This card should include on and off site property management contact information for regular business hours as well as emergency after hours contacts. Police Department 76 Numbers should face the street to which the structure is addressed. Numbers are not to be visible from ground level. A complex map shall be provided in electronic form to the Anaheim Police Department. This map can be emailed to mberger@anaheim.net. Police Department 77 “No Trespassing 602(k) P.C.” posted at the entrances of parking lots/structures and located in other appropriate places (i.e., Resident gathering points and access points, bicycle parking, etc.) Signs must be at least 12” wide x 24” high in overall size, with white background and black 2” lettering. All entrances to parking areas should be posted with appropriate signs per 22658(a) C.V.C. to assist in removal of vehicles at the property owner’s/manager’s request. Police Department GENERAL 78 The property owner developer shall be responsible for compliance with and any direct costs associated with the monitoring and reporting of all mitigation measures set forth in the attached Mitigation Monitoring and Reporting Plan (MMP) No. 351, established by the City of Anaheim as required by Section 21081.6 of the Public Resources Code to ensure implementation of those identified mitigation measures within the timeframes identified in the measure. MMP No. 351 is made a part of these conditions of approval by reference. Planning and Building Department, Planning Services Division - 22 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 79 The applicant is responsible for paying all charges related to the processing of this discretionary case application within 30 days of the issuance of the final invoice or prior to the issuance of building permits for this project, whichever occurs first. Failure to pay all charges shall result in delays in the issuance of required permits or may result in the revocation of the approval of this application. Planning and Building Department, Planning Services Division 80 The Applicant shall defend, indemnify, and hold harmless the City and its officials, officers, employees and agents (collectively referred to individually and collectively as “Indemnitees”) from any and all claims, actions or proceedings brought against Indemnitees to attack, review, set aside, void, or annul the decision of the Indemnitees concerning this permit or any of the proceedings, acts or determinations taken, done, or made prior to the decision, or to determine the reasonableness, legality or validity of any condition attached thereto. The Applicant’s indemnification is intended to include, but not be limited to, damages, fees and/or costs awarded against or incurred by Indemnitees and costs of suit, claim or litigation, including without limitation attorneys’ fees and other costs, liabilities and expenses incurred by Indemnitees in connection with such proceeding. Planning and Building Department; City Attorney’s Office 81 Prior to the issuance of the first building permit for any either residential building, a reciprocal parking and access easement shall be recorded between the residential properties and the office building property reserving the use of 41 parking spaces on the office building property for the purposes of residential guest parking spaces as identified in the shared parking analysis prepared for this project. Planning and Building Department, Planning Services Division APPLICANT/OWNER (RETAIL):Pacific Center Acquisitions Partners LLC4000 MacArthur Blvd. Ste. 110Newport Beach, CA. 92660(949) 313-2200Contact: Ray Lawler Project Team P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S L L C & P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C L I N K O C A N A H E I M , C A . C S - 1 N R E S U B M I T T A L A P P L I C A T I O N A N A H E I M , C A J A N U A R Y 8 , 2 0 1 8 R E S I D E N T I A L A R C H I T E C T : A r c h i t e c t s O r a n g e 1 4 4 N . O r a n g e S t r e e t O r a n g e , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 C o n t a c t : C h a r l e s A d d i n g t o n LANDSCAPE ARCHITECT:AO LANDSCAPE STUDIO144 N Orange StreetOrange, CA. 92866(714) 639-9860Contact: Diego Alessi CIVIL ENGINEER:FUSCOE ENGINEERING16795 Von Karman, Suite 100Irvine, CA. 92606(949) 474-1960Contact: Cal Woolsey DRY UTILITIES:ADVANCE UTILITY DESIGN324 Ave. De La Estrella, Suite BSan Clemente, CA 92672(949) 582-2755Contact: John Voris V i c i n i t y M a p S H E E T I N D E X Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : N . T . S . V i c i n i t y M a p R E T A I L A R C H I T E C T : A r c h i t e c t s O r a n g e 1 4 4 N . O r a n g e S t r e e t O r a n g e , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 C o n t a c t : S a m m y S a l u d o G E O T E C H N I C A L : N o v a S e r v i c e s , I n c . 4 3 7 3 V i e w r i d g e A v e . , S u i t e B S a n D i e g o , C A . 9 2 1 2 3 ( 8 5 8 2 9 2 - 7 5 7 5 C o n t a c t : J e s s e B e a r f i e l d , P E . T R A F F I C : L S A A s s o c i a t e s , I n c . 2 0 E x e c u t i v e P a r k , S u i t e 2 0 0 I r v i n e , C A . 9 2 6 1 4 ( 9 4 9 ) 5 5 3 - 0 6 6 6 C o n t a c t : A r t h u r B l a c k V i e w a t E . L a P a l m a A v e . & N . P a c i f i c e n t e r D r . S I T E ' B ' N Tustin Ave E L a P a l m a A v e N F o u n t a i n W a y N C o s b y W a y S I T E ' A ' 9 1 F W Y 9 1 F W Y Anah e i m C a n y o n M e t r o l i n k S t a t i o n S a n t a A n a L a k e N G r o v e s E a g l e D r R E T A I L APPLICANT/OWNER (OFFICE & RESIDENTIAL):Pacific Center Acquisitions Partners II L L C 4000 MacArthur Blvd. Ste. 110Newport Beach, CA. 92660(949) 313-2200Contact: Ray Lawler A T T A C H M E N T N O . 2 PO W E R UN I T OTISGEN23500 LB / 200 FPM5'-0" PIT14'-11" OVERRUN7'-9" CAB HEIGHT100' MAX. TRAVEL OTISGEN23500 LB / 200 FPM5'-0" PIT14'-11" OVERRUN7'-9" CAB HEIGHT100' MAX. TRAVEL 19 ' - 0 " 25 ' - 0 " 19 ' - 0 " 19 ' - 0 " 25 ' - 0 " 19 ' - 0 " 8 ' - 6 " T Y P . R E F . D W R E F . D W RE F . DW R E F . D W R E F . D W R E F . D W RE F . DW R E F . D W R E F . D W R E F . D W RE F . DW R E F . D W R E F . D W OT I S GEN 2 350 0 L B / 2 0 0 F P M 5'-0 " P I T 14 ' - 1 1 " O V E R R U N 7'-9 " C A B H E I G H T 100 ' M A X . T R A V E L RE F . DW RE F . DW R E F . D W R E F . D W REF. DW SE T B A C K SE T B A C K S E T B A C K S E T B A C K 1 0 ' - 0 " 5 ' - 0 " 8 ' - 9 " 5 ' - 0 " 6 ' - 4 " 34 ' - 1 1 " 37 ' - 1 " 1 0 ' - 0 " 1 2 ' - 9 " PL A Z A A R E A T5 T6 T4 6 ' - 4 " 34 ' - 1 1 " 37 ' - 1 " 1 0 ' - 0 " 1 2 ' - 9 " PL A Z A A R E A 1 0 ' - 0 " 5 ' - 0 " 8 ' - 9 " 5 ' - 0 " PO W E R UN I T OTISGEN23500 LB / 200 FPM5'-0" PIT14'-11" OVERRUN7'-9" CAB HEIGHT100' MAX. TRAVEL OTISGEN23500 LB / 200 FPM5'-0" PIT14'-11" OVERRUN7'-9" CAB HEIGHT100' MAX. TRAVEL 19 ' - 0 " 25 ' - 0 " 19 ' - 0 " 19 ' - 0 " 25 ' - 0 " 19 ' - 0 " 8 ' - 6 " T Y P . R E F . D W RE F . DW 17 ' - 9 " 17 ' - 9 " 1 1 ' - 2 " 10 ' - 8 " 7' - 1 " R E F . D W 8' - 6 " 1 8 ' - 0 " R E F . D W REF. DW REF. DW R E F . D W REF. DW COATS L. R E F . D W RE F . DW 16 ' - 0 " REF. DW COATS L. RE F . DW R E F . D W R E F . D W REF. DW RE F . DW R E F . D W RE F . DW OTISGEN23500 LB / 200 FPM5'-0" PIT14'-11" OVERRUN7'-9" CAB HEIGHT100' MAX. TRAVEL P O W E R U N I T OTISGEN23500 LB / 200 FPM5'-0" PIT14'-11" OVERRUN7'-9" CAB HEIGHT100' MAX. TRAVEL DE L I V E R I E S SU - 3 0 T R U C K TU R N I N G R A D I U S REF. DW 19 ' - 0 " 25 ' - 0 " 19 ' - 0 " 19 ' - 0 " 25 ' - 0 " 19 ' - 0 " 1 9 ' - 0 " 2 5 ' - 0 " 8 ' - 6 " 8 ' - 6 " 6'-3" 6'-1" 5'-3" 5'-4" 18 ' - 0 " 1 5 ' - 9 " 1 1 ' - 1 0 " 1 1 ' - 1 " 8 ' - 6 " 8 ' - 6 " 8 ' - 6 " 1 8 ' - 0 " T Y P . 8' - 6 " TY P . A-1.0 0 N 50'100'150' SCALE: 1" = 50' Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 1-8-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2017 Architects Orange 4000 MacArthur Blvd. #110 Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC 4000 MacArthur Blvd. #110 RETAIL:RESIDENTIAL & OFFICE: 9 1 R I V E R S I D E F W Y B.N.S.F R.R. OVERALL SITE PLAN E . L A P A L M A A V E N U E TUSTIN A V E N U E PACI F I C E N T E R D R I V E P A C I F I C E N T E R D R I V E B.N.S.F R.R. MOVE-IN AREA SU-30 TRUCK DESIGN RADIUS OCTA & A.R.T TRANSIT STOP SU-40 DESIGN RADIUS NOTE: ALL PARKING SHALL BE DOUBLE STRIPED PER ANAHEIM STANDARD DETAIL #470 & #471 WITH 4" LINES USING WHITE OR YELLOW TRAFFIC BEARING PAINT. EXIST. METROLINK PLATFORM EXISTING 94,518 SQ. FT. 4-STORY OFFICE BLDG. 5,000 SQ. FT. RETAIL PAD NOTE: ALL PARKING SHALL BE DOUBLE STRIPED PER ANAHEIM STANDARD DETAIL #470 & #471 WITH 4" LINES USING WHITE OR YELLOW TRAFFIC BEARING PAINT. TRASH TRASH TRASH M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M NOTE: 'M' DESIGNATES THE SEVENTY (70) REQUIRED METROLINK PARKING STALLS. (2) MOVE-IN AREAS SU-30 TRUCK DESIGN RADIUS RESIDENT DELIVERIES SU-30 TRUCK DESIGN RADIUS RESIDENT DELIVERIES SU-30 TRUCK DESIGN RADIUS EXIST. RETAIL EXIST. RETAIL EXIST. RETAIL EXIST. RETAIL EXIST. RETAIL EXIST. RETAIL EXIST. HOTEL SITE A LOT 1 - 2.475 AC 192 UNITS SEE SHEET A-2.0 FOR MORE INFO SITE B LOT 2 - 2.786 AC 214 UNITS SEE SHEET A-6.0 FOR MORE INFO PM 87-446-1 2.46 AC 5,000 SQ. FT. RETAIL PAD SEE SHEET R-1.0 FOR MORE INFO LOT 3 - 4.03 AC PM 87-446-3 1.22 AC. LOT 4 - 1.708 AC SEMI-TRUCK TURN STUDY NOTE: MOVE-INS/LOADING AREA RESERVED FOR REAR ACCESSED VEHICLES ONLY. SIDE ACCESSED VEHICLES PROHIBITED. MMM M M M M M MM M M MM 12'X20' LOADING LEASING CLUB/ FITNESS M O V E - I N LEASING CLUB/ FITNESS PROPOSED MULTI-USE BIKE PATH TO BE CONSTRUCTED BY THE LINK OC DEVELOPER PER THE AMC AND ANAHEIM CANYON SPECIFIC PLAN. 16'-0" DEDICATION FOR 12'-0" SHARED MULTI-USE PATH AT PARKING AREA POWER UNIT O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0" 8' - 6 " TY P . R E F . D W R E F . D W REF. DW R E F . D W R E F . D W R E F . D W REF. DW R E F . D W R E F . D W R E F . D W REF. DW R E F . D W R E F . D W OTISGEN23500 LB / 200 FPM5'-0" PIT14'-11" OVERRUN7'-9" CAB HEIGHT 100' MAX. TRAVEL REF. DW REF. DW R E F . D W RE F . DW R E F . D W SETBACK SETBACK SE T B A C K SE T B A C K 10 ' - 0 " 5' - 0 " 8' - 9 " 5' - 0 " 6' - 4 " 34'-11" 37'-1" 10 ' - 0 " 12 ' - 9 " PLAZA AREA T5 T6 T4 6' - 4 " 34'-11" 37'-1" 10 ' - 0 " 12 ' - 9 " PLAZA AREA 10 ' - 0 " 5' - 0 " 8' - 9 " 5' - 0 " POWER UNIT O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0" 8' - 6 " TY P . R E F . D W REF. DW 17'-9" 17'-9" 11 ' - 2 " 10'-8"7'-1" R E F . D W 8'-6" 18 ' - 0 " REF.DW R E F . DW REF.DWREF.DW R E F . D W C O A T S L . RE F . DW REF.DW16'-0" R E F . D W C O A T S L . REF. DW R E F . D W REF.DW REF.DWREF.DW REF.DW REF.DWOTISGEN23500 LB / 200 FPM5'-0" PIT14'-11" OVERRUN7'-9" CAB HEIGHT100' MAX. TRAVEL POWERUNITOTISGEN23500 LB / 200 FPM5'-0" PIT14'-11" OVERRUN7'-9" CAB HEIGHT100' MAX. TRAVEL DELIVERIESSU-30 TRUCKTURNING RADIUS REF.DW19'-0"25'-0"19'-0"19'-0"25'-0"19'-0"19'-0"25'-0"8'-6"8'-6" 6 ' - 3 " 6 ' - 1 " 5 ' - 3 " 5 ' - 4 " 18'-0" 15'-9"11'-10"11'-1"8'-6"8'-6"8'-6"18'-0"TYP.8'-6"TYP. A - 1 . 1 0 5 0 ' 1 0 0 ' 1 5 0 ' S C A L E : 1 " = 5 0 ' Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : N B . N . S . F R . R . O V E R A L L S I T E P L A N E. LA PALMA AVENUE T U S T I N A V E N U E PACIFICENTER D R I V E P A C I F I C E N T E R D R I V E B . N . S . F R . R . E X I S T . M E T R O L I N K P L A T F O R M E X I S T I N G 9 4 , 5 1 8 S Q . F T . 4 - S T O R Y O F F I C E B L D G . 5,000 SQ. FT.RETAIL PADEXIST.RETAILN.A.P.EXIST.RETAIL E X I S T . R E T A I L EXIST.RETAIL E X I S T . R E T A I L E X I S T . R E T A I L N . A . P . E X I S T . H O T E L N . A . P . PROPOSED SITE ALOT 1 - 2.475 ACSEE SHEET A-2.0 FOR MORE INFO P R O P O S E D S I T E B L O T 2 - 2 . 7 8 6 A C S E E S H E E T A - 6 . 0 F O R M O R E I N F O PM 87-446-12.46 ACPROP. 5,000 SQ. FT.RETAIL PADSEE SHEET R-1.0 FOR MORE INFOPHASE 2 P H A S E 4 D E M O L I T I O N O F E X I S T . B U I L D I N G P H A S E 3 PHASE 5S U R F A C E P A R K I N G RE C O N F I G U R A T I O N P H A S E 1 L O T 3 - 4 . 0 3 A C PM 8 7 - 4 4 6 - 3 1.2 2 A C . L O T 4 - 1 . 7 0 8 A C C O N S T R U C T I O N P H A S I N G N A R R A T I V E P H A S E I C o n s t r u c t i o n w i l l c o m m e n c e o n P h a s e I f o c u s i n g o n p r o v i d i n g u n i n t e r r u p t e d a c c e s t o t h e e x i s t i n g O f f i c e p a r k i n g , M e t r o l i n k P l a t f o r m , a n d r e l o c a t e d B u s B a y . C o n s t r u c t i o n w i l l s t a r t o n t h e s o u t h e r n h a l f o f t h e e x i s t i n g o f f i c e p a r k i n g a r e a t o b e f o l l o w e d b y c o n s t r u c t i o n o n t h e n o r t h e r n h a l f w h e n c o m p l e t e d . P H A S E I I C o n s t r u c t i o n w i l l c o n t i n u e o n P h a s e I I , B u i l d i n g S i t e ' A ' , f o c u s i n g o n m i n i m i z i n g t h e i m p a c t t o t h e r e c o n f i g u r e d O f f i c e p a r k i n g a r e a w h i c h i n c l u d e s t h e M e t r o l i n k P l a t f o r m a n d r e l o c a t e d B u s B a y l o a d i n g / u n l o a d i n g z o n e . P H A S E I I I P h a s e I I I w i l l c o m m e n c e w i t h t h e d e m o l i t i o n o f t h e e x i s t i n g c o n c r e t e t i l t - u p b u i l d i n g a n d p a r k i n g a r e a i n p r e p a r a t i o n o f P h a s e I v c o n s t r u c t i o n . P H A S E I V C o n s t r u c t i o n w i l l c o n t i n u e o n P h a s e I V , B u i l d i n g S i t e ' B ' , f o c u s i n g o n m i n i m i z i n g t h e i m p a c t t o t h e r e c o n f i g u r e d O f f i c e p a r k i n g a r e a w h i c h i n c l u d e s t h e M e t r o l i n k P l a t f o r m a n d r e l o c a t e d B u s B a y l o a d i n g / u n l o a d i n g z o n e , t h e e x i s t i n g H o t e l u s e , a n d t h e e x i s t i n g J e r o m e ' s F u r n i t u r e / R e m a r t b u i l d i n g a n d p a r k i n g a r e a s . P H A S E V C o n s t r u c t i o n w i l l c o n t i n u e o n P h a s e V w i t h t h e r e d e s i g n e d R e t a i l p a r k i n g a r e a a n d p r o p o s e d 5 , 0 0 0 s q u a r e f o o t R e t a i l p a d f o c u s i n g o n m i n i m i z i n g t h e i m p a c t t o t h e s u r r o u n d i n g e x i s t i n g R e t a i l u s e s . A - 2 . 0 Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : S I T E ' A ' - B U I L D I N G T A B U L A T I O N S & S U M M A R I E S REF. DW A2 A 2 A 2 R E F . D W A 1 R E F . D W B 2 S 1 S 1 A2 S 1 B1 B 4 REF.DWA1 R E F . D W C O A T S L . B 2 A B V B 4 A 1 L E A S I N G 2 2 6 5 S Q . F T . REF.DW A1/B2ELEC.ROOM B 5 2 A 3 A B V 1 A 4 A B V 2 2 2 1 U T I L . U T I L . U T I L . UTIL.UTIL.TRASHRM.UNIT B5 1 BEDROOM - 1 BATH UNIT AREA: 1029 SQ. FT.PATIO/BALCONY: 103 SQ. FT.COURTYARD 3 C O U R T Y A R D 2 C O U R T Y A R D 1 C L U B 2 2 4 6 S Q . F T . F I T N E S S 1 8 5 7 S Q . F T . M W 1 A 2 A B V 1 A 2 A B V P O O L E Q U I P . G A T E S ELEV.# 1 ELEV.# 2OPENPARKINGSTRUCTURE REF.DW S 1 16'-0" R E F . D W C O A T S L . REF.DWA1 A 2 A2A2REF.DW REF. DW A 1 R E F . D W REF.DW A1/B2ELEC.ROOM A1A1REF.DW A1 R E F . D W OTIS GEN2 3500 LB / 200 FPM 5'-0" PIT 14'-11" OVERRUN 7'-9" CAB HEIGHT 100' MAX. TRAVEL RAMP5% MAX.UP RAMP5% MAX.RAMP5% MAX.POWERUNIT BULKITEMS8'X10'TRASHCOLLECTION#1 MECH.ROOM ELEC.ROOMMAINTENANCEOTISGEN23500 LB / 200 FPM 5'-0" PIT 14'-11" OVERRUN 7'-9" CAB HEIGHT 100' MAX. TRAVELMECH.ROOM S 1 A 1 / B 2 E L E C . R O O M D E L I V E R I E S S U - 3 0 T R U C K T U R N I N G R A D I U S R E F . D W B 2 B 1 B 1 A 1 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0"19'-0"25'-0"8'-6"8'-6" 6 ' - 3 " 6'-1" 5 ' - 3 " 5 ' - 4 " 18'-0"15'-9" 1 1 ' - 1 0 " 1 1 ' - 1 " T R A S H R M . 8'-6"8'-6"8'-6" 18'-0" TYP. 8 ' - 6 " T Y P . T R A S H R M . 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 ' - 6 " 6"6" 12"12" 8'-6"8'-6"8'-6" 2'-0"2'-0" 10'-0" 12'-0" AT DEAD END 6" 8'-6"8'-6"8'-6" 6" AISLE P A R K I N G D I M E N S I O N S F O R S T R U C T U R E S 19'-0" 1'-6"6 " 6 " 9 ' - 0 " 6 " 9 ' - 0 " 7 ' - 6 " ( 5 ' M I N . A U T O S T A L L ) 2 0 ' - 0 " 1 2 ' - 0 " 4 0 ' - 8 " 1 2 ' - 0 " 1 2 ' - 0 " I N I T I A L R A M P S E C T I O N M I N . L E N G T H T R A N S I T I O N 5 % M A X . G R A D E I N I T I A L R A M P S E C T I O N 5 % M A X . G R A D E B R E A K 1 0 % 1 0 % 5 % 1 5 % P A R K I N G S T R U C T U R E R A M P S T A N D A R D S 8'-2" M I N . C E I L I N G H E I G H T S : A C C E S S I B L E L E V E L S : 8 ' - 2 " N O N A C C E S S I B L E : 7 ' - 0 " N O I N T R U S I O N S O F U T I L I T I E S O R F I X T U R E S P E R M I T T E D W I T H I N C L E A R A N C E H E I G H T R E Q U I R E M E N T S H E L I C A L R A M P S S H A L L H A V E A M I N . O U T E R R A D I U S O F 3 5 F E E T 19'-0" 2'-0" 6 " 6 " 8 ' - 6 " 9 ' - 0 " 8 ' - 0 " ( V A N S T A L L ) A C C E S S I B L E P A R K I N G - A T S T R U C T U R E S I T E ' A ' - S I T E P L A N A - 2 . 1 Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : S I T E P L A N N O T E S : 1 . F O R M O R E I N F O R M A T I O N P L E A S E R E F E R T O T H E C I V I L S H E E T S 2 . S T O P S I G N A N D S T O P L E G E N D S S H A L L B E I N C O N F O R M A N C E W I T H T H E L A T E S T V E R S I O N S O F E N G I N E E R I N G S T A N D A R D S D E T A I L S 4 3 4 & 4 3 5 . P L E A S E S E E C I V I L P L A N S F O R M O R E I N F O R M A T I O N . 3 . B U I L D I N G P L A N S S H A L L C O N F O R M W I T H T H E C U R R E N T V E R S I O N O F E N G I N E E R I N G S T A N D A R D D E T A I L S 4 0 2 , 4 3 6 , 4 7 0 , & 4 7 1 F O R M I N . O F F - S T R E E T P A R K I N G S T A N D A R D S , P A R K I N G D I M E N S I O N S F O R S T R U C T U R E S , P A R K I N G S T R U C T U R E R A M P S , A N D M I N . U T I L I T Y V E H I C L E H A M M E R H E A D T U R N A R E A . 4 . B U I L D I N G P L A N S S H A L L C O N F O R M W I T H T H E C U R R E N T V E R S I O N O F E N G I N E E R I N G S T A N D A R D D E T A I L 4 7 5 P E R T A I N I N G T O G A T E S . G A T E S S H A L L N O T B E I N S T A L L E D A C R O S S A N Y D R I V E W A Y . I N A M A N N E R W H I C H M A Y A D V E R S E L Y A F F E C T V E H I C U L A R T R A F F I C O N T H E A D J A C E N T P U B L I C S T R E E T S . 5 . R E Q U I R E D L O A D I N G A R E A S : 3 1 4 U N I T S / 1 5 0 U N I T S = 3 L O A D I N G A R E A S R E Q U I R E D 6 . B U I L D I N G P L A N S S H A L L C O N F O R M W I T H T H E C U R R E N T V E R S I O N O F E N G I N E E R I N G S T A N D A R D D E T A I L 1 1 5 P E R T A I N I N G T O D R I V E W A Y D E S I G N , S I G H T D I S T A N C E V I S I B I L I T Y F O R S I G N S , L A N D S C A P I N G , A N D F E N C E / W A L L L O C A T I O N S . 7 . B U I L D I N G P L A N S S H A L L C O N F O R M W I T H T H E C U R R E N T V E R S I O N O F E N G I N E E R I N G S T A N D A R D D E T A I L 4 7 3 P E R T A I N I N G T O D R I V E W A Y S P A C I N G A N D D I S T A N C E F R O M P U B L I C R . O . W . T O N E A R E S T P A R K I N G S P A C E . 8 . B U I L D I N G P L A N S S H A L L C O N F O R M W I T H T H E C U R R E N T E N G I N E E R I N G S T A N D A R D D E T A I L 1 1 8 P E R T A I N I N G T O S I D E W A L K D E S I G N A N D S C O R I N G . F O R M O R E I N F O R M A T I O N P L E A S E R E F E R T O T H E L A N D S C A P E P L A N S . 9 . P E R S E C T I O N 1 8 . 2 0 . 1 1 0 . 0 2 0 2 . 0 1 & . 0 2 P R I V A T E P A T I O S A T G R O U N D F L O O R U N I T S S H A L L B E N O T L E S S T H A N 1 0 0 S . F . W I T H A M I N I M U M D I M E N S I O N O F 8 ' - 0 " . P R I V A T E B A L C O N I E S L O C A T E D E N T I R E L Y A B O V E T H E G R O U N D F L O O R S H A L L N O T B E L E S S T H A N 7 0 S . F . W I T H A M I N I M U M D I M E N S I O N O F 7 ' - 0 " 1 0 . F I N A L F I N I S H F L O O R E L E V A T I O N S S H A L L B E 1 - F T . M I N I M U M A B O V E W A T E R S U R F A C E E L E V A T I O N O F T H E 1 0 0 Y E A R E V E N T . 0 N 1 0 ' 2 0 ' 4 0 ' 6 0 ' S C A L E : 1 " = 2 0 ' B.N.S.F. R.R.E. LA PALMA AVE. N . P A C I F I C C E N T E R E X I S T I N G R E T A I L N . A . P . METROLINKPLATFORM PROPOSED MULTI-USEBIKE PATH TO BECONSTRUCTED BY THELINK OC DEVELOPERPER THE AMC ANDANAHEIM CANYONSPECIFIC PLAN S T A N D A R D P A R K I N G D E T A I L S S C A L E : 1 " = 2 0 ' NOTE: ALL PARKING SHALLBE DOUBLE STRIPED PERANAHEIM STANDARDDETAILS #470 AND #471 WITH4" LINES USING WHITE ORYELLOW TRAFFIC BEARINGPAINT N O T E : M O V E - I N S / L O A D I N G A R E A R E S E R V E D F O R R E A R A C C E S S E D V E H I C L E S O N L Y . S I D E A C C E S S E D V E H I C L E P R O H I B I T E D . S E E L A N D S C A P E S H E E T S F O R L A N D S C A P E P L A N S 12'-0" WIDEDEDICATEDAREA FOR BIKEPATH 2 6 F T . W I D E F I R E L A N E N O T E : A L L E L E V A T O R S A R E S I Z E D T O A C C O M M O D A T E A M B U L A N C E / P A R A M E D I C G U R N E Y S 1 5 0 F T . H O S E P U L L A R E A O F E N H A N C E D F I R E P R O T E C T I O N 4 0 ' 4 0 ' 4 0 ' 2 8 ' 2 8 ' 2 8 ' 1 7 . 5 ' R F I R E T R U C K H A M M E R H E A D T U R N A R O U N D : M I N I M U M O F 1 4 ' - 0 " V E R T I C A L C L E A R A N C E I S R E Q U I R E D E. LA PALMA AVE N U E 145'110'150'150' 1 5 0 ' 1 2 0 ' 1 5 0 ' 1 4 0 ' 1 5 0 ' 1 5 0 ' ± 109'-1" OUT OF COMPLIANCE REF. DW A2 A 2 A 2 REF.DWA 1 R E F . D W B 2 S 1 S 1 A2 S 1 B1 B 4 REF.DWA1REF. D W COATSL.B2 ABVB 4 A 1 L E A S I N G 2 2 6 5 S Q . F T . REF.DW A1/B2ELEC.ROOM B5 2 A 3 A B V 1 A 4 A B V 2 2 2 1 UTIL.UTIL.UTIL.UTIL.UTIL.TRASHRM.COURTYARD 3 C O U R T Y A R D 2 C O U R T Y A R D 1 C L U B 2 2 4 6 S Q . F T . F I T N E S S 18 5 7 S Q . F T . M W 1 A 2 A B V 1 A 2 A B V P O O L E Q U I P . GATESELEV.# 1 ELEV.# 2OPENPARKINGSTRUCTURE REF.DW S 1 16'-0" R E F . D W C O A T S L . REF.DWA1 A 2 A2A2REF.DW REF.DW A 1 R E F . D W REF.DW A1/B2ELEC.ROOM A1A1REF.DW A1REF.DWRAMP5% MAX.UP RAMP5% MAX.RAMP5% MAX.POWERUNIT BULKITEMS8'X10'TRASHCOLLECTION#1 MECH.ROOM ELEC.ROOMMAINTENANCEMECH.ROOM S 1 A 1 / B 2 E L E C . R O O M D E L I V E R I E S S U - 3 0 T R U C K T U R N I N G R A D I U S R E F . D W B 2 B 1 B 1 A119'-0"25'-0"19'-0"19'-0"25'-0"19'-0"19'-0"25'-0"8'-6"8'-6" 6 ' - 3 " 6'-1" 5 ' - 3 " 5 ' - 4 " 18'-0"15'-9" 1 1 ' - 1 0 " 1 1 ' - 1 " TRASHRM.8'-6"8'-6"8'-6" 18'-0" TYP. 8 ' - 6 " T Y P . T R A S H R M . N . P A C I F I C E N T E R D R . A - 2 . 2 M I N . F I R E D E P T . C O R N E R C U T O F F / R A D I U S L E G E N D R E S I D E N T I A L B U I L D I N G - 5 S T O R I E S O C C U P A N C Y : R - 2 C O N S T R U C T I O N : T Y P E I I I - A P A R K I N G S T R U C T U R E - 7 L E V E L S O C C U P A N C Y : S - 2 C O N S T R U C T I O N : T Y P E I - A R E S I D E N T I A L B U I L D I N G A R E A : 2 4 1 , 2 5 0 S Q . F T . N O T E S : 1 ) F I R E L A N E D R I V E W A Y S S H A L L C O N S I S T O F 4 I N C H C U R B S S O T H A T V E H I C L E S D O N O T U S E T H E M A S D R I V E W A Y S . 2 ) F I R E L A N E S S H O U L D B E M A D E O F D I F F E R E N T M A T E R I A L S T H A N T H E S T A N D A R D D R I V E W A Y S . W H E R E T H E P A R K I N G L O T S T R A N S I T I O N T O D E A D - E N D F I R E L A N E S , P R O V I D E P R O V I D E C L E A R M A R K I N G S T O S E P A R A T E V E H I C L E T R A F F I C F R O M T H E F I R E L A N E S . Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : S I T E ' A ' F I R E A C C E S S P L A N 0 N 1 5 ' 3 0 ' 6 0 ' 9 0 ' S C A L E : 1 " = 3 0 ' N N . T . S . V i c i n i t y M a p N Tustin Ave E L a P a l m a A v e N F o u n t a i n W a y N C o s b y W a y S I T E ' A ' 9 1 F W Y 9 1 F W Y Anah e i m C a n y o n M e t r o l i n k S t a t i o n S a n t a A n a L a k e N G r o v e s E a g l e D r AREA OF ENHANCEDFIRE PROTECTIONB.N.S.F. R.R. E X I S T I N G R E T A I L N . A . P . E X I S T I N G R E T A I L N . A . P . PROPOSED MULTI-USEBIKE PATH TO BECONSTRUCTED BY THELINK OC DEVELOPERPER THE AMC ANDANAHEIM CANYONSPECIFIC PLAN F R O N T A G E C A L C U L A T I O N S A r e a 1 : 1 0 9 3 2 S Q . F T . A l l o w a b l e A r e a s A a = [ A t + ( N S x I f ) S a ] x ( S F M 2 x ) A a - 7 0 1 , 4 4 4 , 3 8 4 . 7 7 A l l o w a b l e a r e a p e r b u i l d i n g ( s q u a r e f e e t ) A a / 5 - 1 4 0 2 8 8 8 7 6 . 9 5 3 1 A l l o w a b l e a r e a p e r f l o o r ( s q u a r e f e e t ) A t 2 4 , 0 0 0 . 0 0 B a s i c A l l o w a b l e a r e a p e r T a b l e 5 0 6 . 2 I f - 1 4 6 1 4 4 2 . 4 7 A r e a i n c r e a s e d u e t o f r o n t a g e ( p e r c e n t ) p e r S e c t i o n 5 0 6 . 3 I s 0 . 0 0 A r e a I n c r e a s e d u e t o s p r i n k l e r s ( p e r c e n t ) S F M 2 . 0 0 I n c r e a s e F r o n t a g e I f = 1 0 0 [ ( F / P ) - 0 . 2 5 ] ( W / 3 0 ) I f - 1 4 6 1 4 4 2 . 4 7 A r e a i n c r e a s e b a s e d o n f r o n t a g e F 3 0 4 ' - 5 1 / 2 " B u i l d i n g p e r i m e t e r t h a t f r o n t s o n a y a r d h a v i n g a t l e a s t a 2 0 - f o o t m i n i m u m w i d t h P # # # # # # # # # # # # P e r i m e t e r o f e n t i r e b u i l d i n g W 3 0 . 0 0 M i n i m u m w i d t h o f y a r d ( W / 3 0 c a n n o t e x c e e d 1 . 0 ) b y A l b e r t Y a n g F R O N T A G E C A L C U L A T I O N S A r e a 2 : 6 4 5 7 S Q . F T . A l l o w a b l e A r e a s A a = [ A t + ( N S x I f ) S a ] x ( S F M 2 x ) A a - 6 0 1 , 4 0 8 , 2 1 8 . 7 5 A l l o w a b l e a r e a p e r b u i l d i n g ( s q u a r e f e e t ) A a / 5 - 1 2 0 2 8 1 6 4 3 . 7 5 0 0 A l l o w a b l e a r e a p e r f l o o r ( s q u a r e f e e t ) A t 2 4 , 0 0 0 . 0 0 B a s i c A l l o w a b l e a r e a p e r T a b l e 5 0 6 . 2 I f - 1 2 5 3 0 3 3 . 7 9 A r e a i n c r e a s e d u e t o f r o n t a g e ( p e r c e n t ) p e r S e c t i o n 5 0 6 . 3 I s 0 . 0 0 A r e a I n c r e a s e d u e t o s p r i n k l e r s ( p e r c e n t ) S F M 2 . 0 0 I n c r e a s e F r o n t a g e I f = 1 0 0 [ ( F / P ) - 0 . 2 5 ] ( W / 3 0 ) I f - 1 2 5 3 0 3 3 . 7 9 A r e a i n c r e a s e b a s e d o n f r o n t a g e F 2 6 1 ' - 1 " B u i l d i n g p e r i m e t e r t h a t f r o n t s o n a y a r d h a v i n g a t l e a s t a 2 0 - f o o t m i n i m u m w i d t h P # # # # # # # P e r i m e t e r o f e n t i r e b u i l d i n g W 3 0 . 0 0 M i n i m u m w i d t h o f y a r d ( W / 3 0 c a n n o t e x c e e d 1 . 0 ) b y A l b e r t Y a n g F R O N T A G E C A L C U L A T I O N S A r e a 5 : 6 0 4 3 S Q . F T . A l l o w a b l e A r e a s A a = [ A t + ( N S x I f ) S a ] x ( S F M 2 x ) A a - 3 6 4 , 3 3 6 , 0 8 9 . 8 4 A l l o w a b l e a r e a p e r b u i l d i n g ( s q u a r e f e e t ) A a / 5 - 7 2 8 6 7 2 1 7 . 9 6 8 8 A l l o w a b l e a r e a p e r f l o o r ( s q u a r e f e e t ) A t 2 4 , 0 0 0 . 0 0 B a s i c A l l o w a b l e a r e a p e r T a b l e 5 0 6 . 2 I f - 7 5 9 1 3 3 . 5 2 A r e a i n c r e a s e d u e t o f r o n t a g e ( p e r c e n t ) p e r S e c t i o n 5 0 6 . 3 I s 0 . 0 0 A r e a I n c r e a s e d u e t o s p r i n k l e r s ( p e r c e n t ) S F M 2 . 0 0 I n c r e a s e F r o n t a g e I f = 1 0 0 [ ( F / P ) - 0 . 2 5 ] ( W / 3 0 ) I f - 7 5 9 1 3 3 . 5 2 A r e a i n c r e a s e b a s e d o n f r o n t a g e F 1 5 8 ' - 2 " B u i l d i n g p e r i m e t e r t h a t f r o n t s o n a y a r d h a v i n g a t l e a s t a 2 0 - f o o t m i n i m u m w i d t h P # # # # # # # # P e r i m e t e r o f e n t i r e b u i l d i n g W 3 0 . 0 0 M i n i m u m w i d t h o f y a r d ( W / 3 0 c a n n o t e x c e e d 1 . 0 ) b y A l b e r t Y a n g F R O N T A G E C A L C U L A T I O N S A r e a 3 : 1 1 7 8 2 S Q . F T . A l l o w a b l e A r e a s A a = [ A t + ( N S x I f ) S a ] x ( S F M 2 x ) A a - 1 , 0 1 4 , 0 4 5 , 8 3 2 . 0 3 A l l o w a b l e a r e a p e r b u i l d i n g ( s q u a r e f e e t ) A a / 5 - 2 0 2 8 0 9 1 6 6 . 4 0 6 3 A l l o w a b l e a r e a p e r f l o o r ( s q u a r e f e e t ) A t 2 4 , 0 0 0 . 0 0 B a s i c A l l o w a b l e a r e a p e r T a b l e 5 0 6 . 2 I f - 2 1 1 2 6 9 5 . 4 8 A r e a i n c r e a s e d u e t o f r o n t a g e ( p e r c e n t ) p e r S e c t i o n 5 0 6 . 3 I s 0 . 0 0 A r e a I n c r e a s e d u e t o s p r i n k l e r s ( p e r c e n t ) S F M 2 . 0 0 I n c r e a s e F r o n t a g e I f = 1 0 0 [ ( F / P ) - 0 . 2 5 ] ( W / 3 0 ) I f - 2 1 1 2 6 9 5 . 4 8 A r e a i n c r e a s e b a s e d o n f r o n t a g e F 4 4 0 ' - 2 " B u i l d i n g p e r i m e t e r t h a t f r o n t s o n a y a r d h a v i n g a t l e a s t a 2 0 - f o o t m i n i m u m w i d t h P # # # # # # # P e r i m e t e r o f e n t i r e b u i l d i n g W 3 0 . 0 0 M i n i m u m w i d t h o f y a r d ( W / 3 0 c a n n o t e x c e e d 1 . 0 ) b y A l b e r t Y a n g F R O N T A G E C A L C U L A T I O N S A r e a 4 : 1 0 8 0 7 S Q . F T . A l l o w a b l e A r e a s A a = [ A t + ( N S x I f ) S a ] x ( S F M 2 x ) A a - 5 6 7 , 6 4 7 , 4 7 2 . 6 6 A l l o w a b l e a r e a p e r b u i l d i n g ( s q u a r e f e e t ) A a / 5 - 1 1 3 5 2 9 4 9 4 . 5 3 1 2 A l l o w a b l e a r e a p e r f l o o r ( s q u a r e f e e t ) A t 2 4 , 0 0 0 . 0 0 B a s i c A l l o w a b l e a r e a p e r T a b l e 5 0 6 . 2 I f - 1 1 8 2 6 9 8 . 9 0 A r e a i n c r e a s e d u e t o f r o n t a g e ( p e r c e n t ) p e r S e c t i o n 5 0 6 . 3 I s 0 . 0 0 A r e a I n c r e a s e d u e t o s p r i n k l e r s ( p e r c e n t ) S F M 2 . 0 0 I n c r e a s e F r o n t a g e I f = 1 0 0 [ ( F / P ) - 0 . 2 5 ] ( W / 3 0 ) I f - 1 1 8 2 6 9 8 . 9 0 A r e a i n c r e a s e b a s e d o n f r o n t a g e F 2 4 6 ' - 4 3 / 4 " B u i l d i n g p e r i m e t e r t h a t f r o n t s o n a y a r d h a v i n g a t l e a s t a 2 0 - f o o t m i n i m u m w i d t h P # # # # # # # P e r i m e t e r o f e n t i r e b u i l d i n g W 3 0 . 0 0 M i n i m u m w i d t h o f y a r d ( W / 3 0 c a n n o t e x c e e d 1 . 0 ) b y A l b e r t Y a n g 40'-8" E X I S T I N G R E T A I L METROLINKPLATFORM REF. DW A2 A 2 A 2 R E F . D W A 1 R E F . D W B 2 S 1 S 1 A2 S 1 B1 B 4 REF.DWA1 B 2 A B V B 4 A 1 L E A S I N G 2 2 6 5 S Q . F T . REF.DW A1/B2ELEC.ROOM B 5 2 A 3 A B V 1 A 4 A B V 2 2 2 1 U T I L . U T I L . U T I L . UTIL.UTIL.TRASHRM.COURTYARD 3 C O U R T Y A R D 2 C O U R T Y A R D 1 C L U B 2 2 4 6 S Q . F T . F I T N E S S 1 8 5 7 S Q . F T . M W 1 A 2 A B V 1 A 2 A B V P O O L E Q U I P . G A T E S ELEV.# 1 ELEV.# 2OPENPARKINGSTRUCTURE REF.DW S 1 16'-0"REF.DWA1 A 2 A2A2REF.DW REF. DW A 1 R E F . D W REF.DW A1/B2ELEC.ROOM A1A1REF.DW A1 R E F . D W OTIS GEN2 3500 LB / 200 FPM 5'-0" PIT 14'-11" OVERRUN 7'-9" CAB HEIGHT 100' MAX. TRAVEL RAMP5% MAX.UP RAMP5% MAX.RAMP5% MAX.POWERUNIT BULKITEMS8'X10'TRASHCOLLECTION#1 MECH.ROOM ELEC.ROOMMAINTENANCEOTISGEN23500 LB / 200 FPM 5'-0" PIT 14'-11" OVERRUN 7'-9" CAB HEIGHT 100' MAX. TRAVELMECH.ROOM S 1 A 1 / B 2 E L E C . R O O M D E L I V E R I E S S U - 3 0 T R U C K T U R N I N G R A D I U S R E F . D W B 2 B 1 B 1 A 1 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0"19'-0"25'-0"8'-6"8'-6" 6 ' - 3 " 6'-1" 5 ' - 3 " 5 ' - 4 " 18'-0"15'-9" 1 1 ' - 1 0 " 1 1 ' - 1 " T R A S H R M . 8'-6"8'-6"8'-6" 18'-0" TYP. 8 ' - 6 " T Y P . T R A S H R M . 2 8 ' - 3 " A - 2 . 3 Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : S I T E ' A ' F I R E S E P A R A T I O N P L A N 0 N 1 0 ' 2 0 ' 4 0 ' 6 0 ' S C A L E : 1 " = 2 0 ' 1 2 3 4 5 B.N.S.F. R.R.E. LA PALMA AVE. N . P A C I F I C E N T E R PROPOSED MULTI-USEBIKE PATH TO BECONSTRUCTED BY THELINK OC DEVELOPER PERTHE AMC AND ANAHEIMCANYON SPECIFIC PLAN TRASH/RECYCLING CHUTE TERMINUS AND COLLECTION ROOM #1 TRASH STAGING / LOADING AREA 110'-0" 86'-0"10 0 ' - 0 " 100'-0" 100'-0" 17 0 ' - 0 " EXISTING RETAIL METROLINK PLATFORM R E F . D W A2 A2 A2 R E F . D W A1 R E F . D W B2 S1 S1 A2 S1 B1 B4 R E F . D W A1 B2 ABV B4 A1 LEASING 2265 SQ. FT. RE F . DW A1/B2 ELEC. ROOM B5 2 A3 ABV 1 A4 ABV 2 2 2 1 UTIL. UTIL. UTIL. UTIL. UTIL. TRASH RM. COURTYARD 3 COURTYARD 2 COURTYARD 1 CLUB 2246 SQ. FT. FITNESS 1857 SQ. FT. M W 1 A2 ABV 1 A2 ABV POOL EQUIP. GATES ELEV.# 1 ELEV.# 2 OPEN PARKING STRUCTURE REF. DW S1 16'-0" REF. DW A1 A2 A2 A2 R E F . D W RE F . DW A1 R E F . D W REF. DW A1/B2 ELEC. ROOM A1 A1 R E F . D W A1 REF. DW O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L RAMP 5% MAX.UP RA M P 5% M A X . RAMP 5% MAX. PO W E R UN I T BULK ITEMS 8'X10' TRASH COLLECTION #1 MECH. ROOM ELEC. ROOMMAINTENANCE O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L MECH. ROOM S1 A1/B2 ELEC. ROOM DELIVERIES SU-30 TRUCK TURNING RADIUS R E F . D W B2 B1 B1 A1 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0" 19 ' - 0 " 25 ' - 0 " 8' - 6 " 8' - 6 " 6 ' - 3 " 6 ' - 1 " 5 ' - 3 " 5 ' - 4 " 18'-0" 15 ' - 9 " 11'-10" 11'-1" TRASH RM. 8' - 6 " 8' - 6 " 8' - 6 " 18 ' - 0 " TY P . 8'-6" TYP. TRASH RM. 83'-0" 76'-0" 107'-0" 76'-0" 138'-0" 61'-0" 9 7 ' - 0 " BUS BAY 1 BUS BAY 2 A-2.4 TRASH NARRATIVE The written Solid Waste Disposal and Recycling Management Plan for the Residential Building is explained as follows: Residential units will be located a max. of 250 ft. from nearest trash room as indicated on building plan. Intermediate trash room are provided at the building corridors to reduce travel distances from units. Building Management/Porter will collect the trash placed in these trash rooms and dispose in the chutes. Trash Truck Routing Trash trucks will enter the project site by from E. La Palma Avenue. Trucks will turn right on N. Pacificcenter Drive and park adjacent to the trash staging area located south of the project and commence operations. After completing pick-up, trucks will exit the property by driving through the parking area to rejoin N. Pacificenter Drive. Trash Rooms - A min. total of six (6) 3-yard trash bins are anticipated to be on site at all times for a two time a week pick-up schedule. - Trash bins within trash room: Trash Room #1 will have six (6) - Trash rooms: Dimensions for Trash Room #1 are +/- 18'-0" x 30'-0" (562 s.f.) - An 8'x10' min. bulky item pick-up area will be painted and stripped. Collection will be via commingled & compacted recyclable and solid waste trash chutes located within the enclosures at the southeast corners of the parking structure at each level. The trash enclosure will provide for a total number of eight 3-yard trash bins on-site for two times a week pick up. Trash enclosure will have multiple 3-yard bins that will support a two trash chute for trash. Tenants will not access the enclosures directly, but through trash-chute rooms located at every level of the building off the residential corridors. The trash chutes will contain a mechanism that will allow complete shut-off in order to remove/replace the bins as they require emptying and limit access to all other floors when any one chute door is opened. A porter will be required to monitor the trash levels throughout the day as a part of daily duties. A vehicle appropriate for towing trash bins will be part of contracting with the service provider. Staging Area The Staging Area is where the collection of all bins will take place and where the hauler (trash truck) will pick-up the bins. Additionally, a min. 8'x10' location for bulky item storage will be provided at the trash room. Property Management personnel will retrieve bulky items from the storage area and transport to the staging area along the project driveway. Bulky items will not block the access to the bins in the staging area. Maintenance of Trash Rooms The maintenance of the trash rooms will be monitored and managed by Property Management. Roll Out Service and Pick-up Collection bins will be moved from the trash room on Level 1 of the parking structure with an appropriate retrieval vehicle (stinger-truck). The property owner will contract for the property management company to provide on-site trash management to ensure that full bins are replaced with empty ones. A Service Provider will be contracted by the property owner to empty the bins as necessary per schedule. The rental/ownership of the bins and the trash service for the tenants will be paid for by the building owner. The Service Provider will be contracted to provide stinger-truck service for conveyance of bins to the staging area and collection of bins from the staging area. The building owner will also pay for sewer and street sweeping services. STINGER TRUCK ROUTE SANITATION TRUCK HAMMERHEAD TURN AREA 14' MINIMUM VERTICAL CLEARANCE RESIDENTIAL TRASH SUMMARY LEGEND 250' MAX. TRAVEL DISTANCE TO NEAREST TRASH ROOM Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 1-8-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2017 Architects Orange 4000 MacArthur Blvd. #110 Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC 4000 MacArthur Blvd. #110 RETAIL:RESIDENTIAL & OFFICE: SITE 'A' WASTE MANAGEMENT PLAN 0 N 10'20'40'60' SCALE: 1" = 20' NOTE: TRASH ROOMS SHALL BE A MIN. OF 250 FT. FROM EACH UNIT. SATELLITE TRASH COLLECTION ROOMS THAT WILL BE SERVICED AND MAINTAINED BY PROPERTY MANAGEMENT ARE LOCATED THROUGHOUT THE BUILDING. SEE PLAN SATELLITE TRASH ROOM B. N . S . F . R . R . E. LA PALMA AVE. N . P A C I F I C E N T E R SATELLITE TRASH ROOM NOTES: 1.Property Management is to provide additional trash receptacles throughout the corridor system and common areas for resident use and convenience. 2.Trash Staging and Loading operations will occur at the on site loading areas. No resident move-ins or loading activity will be scheduled during trash pick-up times and will be coordinated with Property Management. 3.One (1) 64 gallon wheeled cart will be provided in each intermediate trash room for solid waste, recycled trash, and organic waste. Property Management will monitor trash levels in the intermediate trash room and empty when needed. 4.All waste from the trash rooms located in the Parking Structure will be compacted with an 'in-chute' trash compactor. Bins or compacted trash bins will have bottom channels to facilitate servicing of bins. 5.Property management will provide signage at Trash Staging/Loading Area prohibiting tenants or guests from parking in those areas. TRASH ROOM PROPOSED MULTI-USE BIKE PATH TO BE CONSTRUCTED BY THE LINK OC DEVELOPER PER THE AMC AND ANAHEIM CANYON SPECIFIC PLAN REF. DW A2 A 2 A 2 R E F . D W A 1 R E F . D W B 2 S 1 S 1 A2 S 1 B1 B 4 REF.DWA1 R E F . D W C O A T S L . B 2 A B V B 4 A 1 L E A S I N G 2 2 6 5 S Q . F T . REF.DW A1/B2ELEC.ROOM B 5 2 A 3 A B V 1 A 4 A B V 2 2 2 1 U T I L . U T I L . U T I L . UTIL.UTIL.TRASHRM.COURTYARD 3 C O U R T Y A R D 2 C O U R T Y A R D 1 C L U B 2 2 4 6 S Q . F T . F I T N E S S 1 8 5 7 S Q . F T . M W 1 A 2 A B V 1 A 2 A B V P O O L E Q U I P . G A T E S ELEV.# 1 ELEV.# 2OPENPARKINGSTRUCTURE REF.DW S 1 16'-0" R E F . D W C O A T S L . REF.DWA1 A 2 A2A2REF.DW REF. DW A 1 R E F . D W REF.DW A1/B2ELEC.ROOM A1A1REF.DW A1 R E F . D W OTIS GEN2 3500 LB / 200 FPM 5'-0" PIT 14'-11" OVERRUN 7'-9" CAB HEIGHT 100' MAX. TRAVEL RAMP5% MAX.UP RAMP5% MAX.RAMP5% MAX.POWERUNIT BULKITEMS8'X10'TRASHCOLLECTION#1 MECH.ROOM ELEC.ROOMMAINTENANCEOTISGEN23500 LB / 200 FPM 5'-0" PIT 14'-11" OVERRUN 7'-9" CAB HEIGHT 100' MAX. TRAVELMECH.ROOM S 1 A 1 / B 2 E L E C . R O O M D E L I V E R I E S S U - 3 0 T R U C K T U R N I N G R A D I U S R E F . D W B 2 B 1 B 1 A 1 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0"19'-0"25'-0"8'-6"8'-6" 6 ' - 3 " 6'-1" 5 ' - 3 " 5 ' - 4 " 18'-0"15'-9" 1 1 ' - 1 0 " 1 1 ' - 1 " T R A S H R M . 8'-6"8'-6"8'-6" 18'-0" TYP. 8 ' - 6 " T Y P . T R A S H R M . 6 2 1 7 S . F . 3793 S.F. 1 1 5 6 S . F . 5 7 7 S . F . 3 2 5 S . F . 2 1 6 S . F . 5834 S.F. 1 5 1 S . F . 2 7 7 S . F . 1 6 6 S . F . 1 6 3 S . F . 1 4 2 S . F . 1 2 4 S . F . A - 2 . 5 0 N 1 0 ' 2 0 ' 4 0 ' 6 0 ' S C A L E : 1 " = 2 0 ' Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : S I T E ' A ' O P E N S P A C E D I A G R A M P L A N N O T E : C O M M O N R E C R E A T I O N A L - L E I S U R E A R E A S H A L L H A V E A M I N I M U M D I M E N S I O N O F 1 0 ' - 0 " S H A D E D A R E A S I N D I C A T E C O M M O N R E C R E A T I O N A L - L E I S U R E A R E A S W I T H M I N I M U M D I M E N S I O N O F 1 0 ' - 0 " ( T Y P . ) S H A D E D A R E A S I N D I C A T E C O M M O N R E C R E A T I O N A L - L E I S U R E A R E A S W I T H M I N I M U M D I M E N S I O N O F 1 0 ' - 0 " ( T Y P . ) AREA OF AMENITYDECK AT TOP OFPARKING STRUCTUREB.N.S.F. R.R.E. LA PALMA AVE. N . P A C I F I C E N T E R E X I S T I N G R E T A I L N . A . P . PROPOSED MULTI-USEBIKE PATH TO BECONSTRUCTED BY THELINK OC DEVELOPER PERTHE AMC AND ANAHEIMCANYON SPECIFIC PLAN REF. DW A2 A 2 A 2 R E F . D W A 1 R E F . D W B 2 S 1 S 1 A 2 S 1 B1 B 4 REF.DWA1 R E F . D W C O A T S L . B 2 A B V B 4 A 1 L E A S I N G 2 2 6 5 S Q . F T . REF. DW A 1 / B 2 E L E C . R O O M B 5 2 A 3 A B V 1 A 4 A B V 2 2 2 1 U T I L . U T I L . U T I L . U T I L . UTIL.TRASHRM.COURTYARD 3 C O U R T Y A R D 2 C O U R T Y A R D 1 C L U B 2 2 4 6 S Q . F T . F I T N E S S 1 8 5 7 S Q . F T . M W 1 A 2 A B V 1 A 2 A B V P O O L E Q U I P . G A T E S E L E V . # 1 E L E V . # 2 OPEN PARKIN G STRUCT U R E REF.DW S 1 R E F . D W C O A T S L . REF.DWA1 A 2 A2A2REF.DW REF. DW A 1 R E F . D W REF.DW A1/B2ELEC.ROOM A1A1 RE F . DW A 1 R E F . D W RAMP5% MAX.UP RAMP5% MAX.RAMP5% MAX. POWER UNIT B U L K I T E M S 8 ' X 1 0 ' TRA S H COLLEC T I O N #1 MECH.ROOM ELEC.ROOMMAINTENANCE M E C H . R O O M S 1 A 1 / B 2 E L E C . R O O M R E F . D W B 2 B 1 B 1 A 1 T R A S H R M . T R A S H R M . NOTE: ALL PARKING SHALL BEDOUBLED STRIPED PERANAHEIM STANDARD DETAILS#470 AND #471 WITH 4" LINESUSING WHITE OR YELLOWTRAFFIC BEARING PAINT 1 9 ' - 0 " 25'-0"19'-0"19'-0"25'-0"19'-0"19'-0"25'-0"8'-6"8'-6"8'-6"8'-6"8'-6" 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 ' - 6 " 6"6" 12"12" 8'-6"8'-6"8'-6" 2'-0"2'-0" 10'-0" 12'-0" AT DEAD END 6" 8'-6"8'-6"8'-6" 6" AISLE P A R K I N G D I M E N S I O N S F O R S T R U C T U R E S 19'-0" 1'-6"6 " 6 " 9 ' - 0 " 6 " 9 ' - 0 " 7 ' - 6 " ( 5 ' M I N . A U T O S T A L L ) 2 0 ' - 0 " 1 2 ' - 0 " 4 0 ' - 8 " 1 2 ' - 0 " 1 2 ' - 0 " I N I T I A L R A M P S E C T I O N M I N . L E N G T H T R A N S I T I O N 5 % M A X . G R A D E I N I T I A L R A M P S E C T I O N 5 % M A X . G R A D E B R E A K 1 0 % 1 0 % 5 % 1 5 % P A R K I N G S T R U C T U R E R A M P S T A N D A R D S 8'-2" M I N . C E I L I N G H E I G H T S : A C C E S S I B L E L E V E L S : 8 ' - 2 " N O N A C C E S S I B L E : 7 ' - 0 " N O I N T R U S I O N S O F U T I L I T I E S O R F I X T U R E S P E R M I T T E D W I T H I N C L E A R A N C E H E I G H T R E Q U I R E M E N T S H E L I C A L R A M P S S H A L L H A V E A M I N . O U T E R R A D I U S O F 3 5 F E E T 19'-0" 2'-0" 6 " 6 " 8 ' - 6 " 9 ' - 0 " 8 ' - 0 " ( V A N S T A L L ) A C C E S S I B L E P A R K I N G - A T S T R U C T U R E Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : S I T E ' A ' C O N C E P T U A L B L D G . P L A N - L E V E L 1 S C A L E : 1 " = 2 0 ' 0 1 0 ' 2 0 ' 4 0 ' 6 0 ' 8 0 ' A - 3 . 0 N S T A N D A R D P A R K I N G D E T A I L S S C A L E : 1 " = 2 0 ' R E F . D W C O A T S L . R E F . D W B 2 B 4 U T I L . U T I L . U T I L . U T I L . UTIL.TRASHRM.OPEN PARKINGSTRUCTUR E B 2 REF. DW A 2 A 2 U T I L . C L U B A 1 A B V A 1 A B V B 1 A B V B 1 A B V L E A S I N G A 3 ( V O L U M E A R E A ) ( V O L U M E A R E A ) D W P . REF. KITCH E N W/D UTIL. L. L. C O A T S SHELF A 4 L E V E L 2 R E F . D W A 1 R E F . D W C O A T S L . B 4 A2 A 2 B1A2A2REF.DWA1 REF.DWA1 S 1 REF. DW B 2 R E F . D W A 1 A 2 A 2 REF. DW B 2 E L E V . # 2 E L E V . # 1 B2REF.DWRAMP5% MAX.UP RAMP5% MAX.RAMP5% MAX.RAMP10% MAX.RAMP5% MAX.DN S 1 S 1 B 5 S 1 A 2 REF. DW A 1 U T I L . A1A1 A 1 R E F . D W A 1 S 1 B 2 REF. DW 1 9 ' - 0 " 25'-0"19'-0"19'-0"25'-0"19'-0"19'-0" B 1 B 1 REF.DWREF.DW RE F . DW 25'-0"8'-6"8'-6"8'-6"8'-6"8'-6"NOTE: ALL PARKING SHALL BEDOUBLED STRIPED PERANAHEIM STANDARD DETAILS#470 AND #471 WITH 4" LINESUSING WHITE OR YELLOWTRAFFIC BEARING PAINTNewport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : S I T E ' A ' C O N C E P T U A L B L D G . P L A N - L E V E L 2 S C A L E : 1 " = 2 0 ' 0 1 0 ' 2 0 ' 4 0 ' 6 0 ' 8 0 ' A - 3 . 1 N R E F . D W C O A T S L . A 2 R E F . D W A 1 B 2 S 1 B1 B 4 A 1 R E F . D W U T I L . U T I L . U T I L . U T I L . UTIL.TRASHRM.OPEN U T I L . B 2 REF. DW A 3 D W P . REF. KITCH E N W/D UTIL. L. L. C O A T S SHELF A 4 B 1 B 1 R E F . D W A 1 A 1 REF.DWA1 REF.DWA1 A2A2A2 A 2 B 2 REF. DW R E F . D W C O A T S L . B 4 A 2 A 2 RE F . DW A 2 REF. DW E L E V . # 1 PARKINGSTRUCTUR E REF. DW B 2 E L E V . # 2 B2REF.DWRAMP5% MAX.UP RAMP5% MAX.RAMP5% MAX.RAMP10% MAX.RAMP5% MAX.DN B 5 S 1 A 2 REF. DW A 1 U T I L . A1A1 A 1 R E F . D W A 1 1 9 ' - 0 " 25'-0"19'-0"19'-0"25'-0"19'-0"19'-0"25'-0"8'-6"TYP.10'-0"AT WALLTYP. B 1 B 1 REF.DWREF.DW RE F . DW S 1 S 1 S 1 B 2 REF. DW 8'-6"8'-6"8'-6"NOTE: ALL PARKING SHALL BEDOUBLED STRIPED PERANAHEIM STANDARD DETAILS#470 AND #471 WITH 4" LINESUSING WHITE OR YELLOWTRAFFIC BEARING PAINTNewport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : S I T E ' A ' C O N C E P T U A L B L D G . P L A N - L E V E L 3 - 4 S C A L E : 1 " = 2 0 ' 0 1 0 ' 2 0 ' 4 0 ' 6 0 ' 8 0 ' A - 3 . 2 N R E F . D W C O A T S L . A 2 R E F . D W A 1 S 1 B1 B 4 A 1 R E F . D W U T I L . U T I L . U T I L . U T I L . UTIL.TRASHRM.OPEN PARKINGSTRUCTUR E U T I L . B 2 REF. DW A 3 D W P . REF. KITCH E N W/D UTIL. L. L. C O A T S SHELF A 4 REF. DW B 1 B 1 R E F . D W A 1 A 1 REF.DWA1 REF.DWA1 A2A2A2 A 2 B 2 REF. DW R E F . D W C O A T S L . B 4 A 2 A 2 RE F . DW A 2 B 2 REF. DW E L E V . # 1 A 2 - L B 5 - L U T I L . B2-LREF.DW UPRAMP5% MAX.UP RAMP5% MAX.RAMP5% MAX.RAMP10% MAX.RAMP5% MAX.DN B 2 E L E V . # 2 S 1 A1-LREF.DW UP A1-LREF.DW UP A 1 - L RE F . DW UP A 1 - L R E F . D W U P A 1 - L REF. DW UP 1 9 ' - 0 " 25'-0"19'-0"19'-0"25'-0"19'-0"19'-0"25'-0"8'-6"TYP.10'-0"AT WALLTYP. B 1 - L B 1 S 1 S 1 S 1 B 2 REF. DW 8'-6"8'-6"8'-6" U P NOTE: ALL PARKING SHALL BEDOUBLED STRIPED PERANAHEIM STANDARD DETAILS#470 AND #471 WITH 4" LINESUSING WHITE OR YELLOWTRAFFIC BEARING PAINTNewport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : S I T E ' A ' C O N C E P T U A L B L D G . P L A N - L E V E L 5 S C A L E : 1 " = 2 0 ' 0 1 0 ' 2 0 ' 4 0 ' 6 0 ' 8 0 ' A - 3 . 3 N R O O F T O P M E C H A N I C A L E Q U I P M E N T C O N C E A L E D F R O M E X T E R I O R V I E W B Y P E R I M E T E R P A R A P E T W A L L S ( T Y P . ) R O O F T O P M E C H A N I C A L E Q U I P M E N T C O N C E A L E D F R O M E X T E R I O R V I E W B Y P E R I M E T E R P A R A P E T W A L L S ( T Y P . ) P R O V I D E R O O F - T O P S T A I R A C C E S S ( T Y P . ) B U I L T U P R O O F I N G ( T Y P . ) 5 S T O R Y T Y P E I I I - A ROOFTOP MECHANICALEQUIPMENT CONCEALED FROMEXTERIOR VIEW BY PERIMETERPARAPET WALLS (TYP.)ROOFTOP MECHANICALEQUIPMENT CONCEALED FROMEXTERIOR VIEW BY PERIMETERPARAPET WALLS (TYP.)BUILT UP ROOFING (TYP.)5 STORY TYPE III-A PROVIDE ROOF-TOPSTAIR ACCESS (TYP.) P R O V I D E R O O F - T O P S T A I R A C C E S S ( T Y P . ) B 5 - L OPEN PARKINGSTRUCTUR E DN E L E V . # 1 B2-L A 2 - L U T I L . E L E V . # 2 A 1 - L A 1 - L RAMP5% MAX.UP RAMP5% MAX.RAMP5% MAX.RAMP10% MAX.RAMP5% MAX.DN A1-LDNA1-LDN A 1 - L D N D N DN 1 9 ' - 0 " 25'-0"19'-0"19'-0"25'-0"19'-0"19'-0"25'-0"8'-6"TYP.10'-0"AT WALLTYP. F C U O P E N T O B E L O W O P E N T O B E L O W B 1 - L DN 86'-9" 33'-6" 3 8 ' - 1 1 " 3 7 ' - 1 " 3 6 ' - 4 " MEZZANINE UNIT 3 3 ' - 0 " NOTE: ALL PARKING SHALL BEDOUBLED STRIPED PERANAHEIM STANDARD DETAILS#470 AND #471 WITH 4" LINESUSING WHITE OR YELLOWTRAFFIC BEARING PAINTNewport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : S I T E ' A ' M E Z Z A N I N E / R O O F P L A N S C A L E : 1 " = 2 0 ' 0 1 0 ' 2 0 ' 4 0 ' 6 0 ' 8 0 ' A - 3 . 4 R A I S E D P A R A P E T M E C H A N I C A L E Q U I P M E N T M E C H A N I C A L E Q U I P M E N T S H I E L D E D F R O M S T R E E T L E V E L V I E W S U N I T I N T E R I O R L I N E O F S I G H T N S T A I R A C C E S S ( T Y P . ) ELEVATOR TOWER STAIR ACCESS (TYP.) E D G E O F D E C K A B O V E OPEN L O W R O O F L O W R O O F R O O F PA R K I N G STR U C T U R E E L E V . # 1 E L E V . # 2 RAMP5% MAX. U P RAMP5% MAX.RAMP10% MAX.RAMP5% MAX.DNRAMP5% MAX. 1 9 ' - 0 " 2 5 ' - 0 " 19'-0"19'-0"25'-0"19'-0"19'-0"25'-0"8'-6"TYP.171'-4"130'-2"141'-6" 41'-9"129'-7" NOTE: ALL PARKING SHALL BEDOUBLED STRIPED PERANAHEIM STANDARD DETAILS#470 AND #471 WITH 4" LINESUSING WHITE OR YELLOWTRAFFIC BEARING PAINTNewport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : S I T E ' A ' C O N C E P T U A L B L D G . P L A N - L E V E L 7 S C A L E : 1 " = 2 0 ' 0 1 0 ' 2 0 ' 4 0 ' 6 0 ' 8 0 ' A - 3 . 5 N E L E V A T O R T O W E R AMENITY DECK STAIRACCESS (TYP.)OPEN E L E V . # 1 AMENITY DECK5834 S.F. E L E V . # 2 1 9 ' - 0 " 2 5 ' - 0 " 19'-0"19'-0"25'-0"19'-0"19'-0"25'-0"8'-6"TYP.8'-6"8'-6"8'-6"171'-4"130'-2" 1 1 ' - 4 " NOTE: ALL PARKING SHALL BEDOUBLED STRIPED PERANAHEIM STANDARD DETAILS#470 AND #471 WITH 4" LINESUSING WHITE OR YELLOWTRAFFIC BEARING PAINT SEE LANDSCAPE SHEETSFOR AMENITY LAYOUTNewport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : S I T E ' A ' C O N C E P T U A L B L D G . P L A N - A M E N I T Y D E C K S C A L E : 1 " = 2 0 ' 0 1 0 ' 2 0 ' 4 0 ' 6 0 ' 8 0 ' A - 3 . 6 N L E V E L 2 L E V E L 3 L E V E L 6 ( + 1 0 ' - 1 " ) ( + 2 0 ' - 2 " ) ( + 3 0 ' - 3 " ) L E V E L 4 L E V E L 5 ( + 4 0 ' - 4 " ) ( + 5 0 ' - 5 " ) 10'-1"10'-1"10'-1"10'-1"10'-1" 85'-4" MAX. HT.(+85'- 4 " ) LEVEL 2 LEVEL 3 LEVEL 6(+10'-1")(+20'-2")(+30'-3")LEVEL 4 LEVEL 5(+40'-4")(+50'-5")10'-1"10'-1"10'-1"10'-1"10'-1"12'-8"ROOF(+63'-1") L E V E L 2 L E V E L 3 L E V E L 6 ( + 1 0 ' - 1 " ) ( + 2 0 ' - 2 " ) ( + 3 0 ' - 3 " ) L E V E L 4 L E V E L 5 ( + 4 0 ' - 4 " ) ( + 5 0 ' - 5 " ) 10'-1"10'-1"10'-1"10'-1"10'-1"20'-0" LEVEL 2 LEVEL 3 LEVEL 6(+10'-1")(+20'-2")(+30'-3")LEVEL 4 LEVEL 5(+40'-4")(+50'-5")10'-1"10'-1"10'-1"10'-1"10'-1"12'-8"ROOF(+63'-1") 85'-4" M A X . H T . ( + 8 5 ' - 4 " ) R O O F ( + 7 0 - 4 " ) A - 4 . 0 K E Y M A P N . T . S . N 1 Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : 2 1. NORTH ELEVATION2. EAST ELEVATIONVIEW FROM PACIFICENTER DR. V I E W F R O M E . L A P A L M A A V E . 3 4 2 1 6 8 34 2 1 6 8 5 S I T E ' A ' - C O N C E P T U A L E L E V A T I O N S S C A L E : 1 / 8 " = 1 ' 0 0 4 ' 8 ' 1 6 ' 2 4 ' M A T E R I A L / C O L O R L E G E N D 1 E X T E R I O R P L A S T E R F I N I S H 2 S T O N E V E N E E R 3 B R I C K V E N E E R 4 V I N Y L W I N D O W S 5 A L U M I N U M S T O R E F R O N T 6 P E R F O R A T E D P A N E L R A I L I N G 7 M E T A L R A I L I N G 8 M E T A L A W N I N G S 9 D E C O R A T I V E M E T A L P A N E L S 9 77 L E V E L 2 L E V E L 3 L E V E L 6 ( + 1 0 ' - 1 " ) ( + 2 0 ' - 2 " ) ( + 3 0 ' - 3 " ) L E V E L 4 L E V E L 5 ( + 4 0 ' - 4 " ) ( + 5 0 ' - 5 " ) 10'-1"10'-1"10'-1"10'-1"10'-1" LEVEL 2 LEVEL 3 ROOF(+10'-1")(+20'-2")(+30'-3")LEVEL 4 LEVEL 5(+40'-4")(+60'-8")10'-1"10'-1"10'-1"10'-1"20'-2" 17'-0" R O O F ( + 6 7 ' - 6 " ) L E V E L 2 L E V E L 3 R O O F ( + 1 0 ' - 1 " ) ( + 2 0 ' - 2 " ) ( + 3 0 ' - 3 " ) L E V E L 4 L E V E L 5 ( + 4 0 ' - 4 " ) ( + 5 6 ' - 8 " ) 10'-1"10'-1"10'-1"10'-1"16'-2" LEVEL 2 LEVEL 3 LEVEL 6(+10'-1")(+20'-2")(+30'-3")LEVEL 4 LEVEL 5(+40'-4")(+50'-5")10'-1"10'-1"10'-1"10'-1"10'-1"20'-3"ROOF(+71'-2")85'-4"M A X . H T . (+85'-4") A - 4 . 1 4. WEST ELEVATION 3. SOUTH ELEVATION 3 Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : 4 S I T E ' A ' - C O N C E P T U A L E L E V A T I O N S K E Y M A P N . T . S . N M A T E R I A L / C O L O R L E G E N D 1 E X T E R I O R P L A S T E R F I N I S H 2 S T O N E V E N E E R 3 B R I C K V E N E E R 4 V I N Y L W I N D O W S 5 A L U M I N U M S T O R E F R O N T 6 P E R F O R A T E D P A N E L R A I L I N G 7 M E T A L R A I L I N G 8 M E T A L A W N I N G S 9 D E C O R A T I V E M E T A L P A N E L VIEW FROM METROLINK PLATFORM V I E W F R O M E X I S T I N G O F F I C E B U I L D I N G 3 4 2 1 6 8 3 4 21 6 9 5 2 S C A L E : 1 / 8 " = 1 ' 0 4 ' 8 ' 1 6 ' 2 4 ' 9 7 7 RESERVED FORBIKE PATH S T A I R T O W E R M E C H A N I C A L U N I T S ( T Y P . ) L I N E O F S I G H T L I N E O F S I G H T PARKING STRUCTURE R E S I D E N T I A L U N I T - 1 U N I T - 2 U N I T - 3 U N I T - 4 U N I T - 5 R O O F C . C . C . C . C . PROPERTY LINE 10'-1"10'-1"10'-1"10'-1"10'-1"10'-11"11'-6"72'-10" U N I T - 1 U N I T - 2 U N I T - 3 U N I T - 4 U N I T - 5 C . C . C . C . C . PROPERTY LINELEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 LEVEL 7 AMENITY DECK - LEVEL 8 BEYOND R O O F A . M E Z Z A N I N E N . P A C I F I C E N T E R D R . 10'-1"10'-1"10'-1"10'-1"10'-1"11'-1" 71'-2" 85'-4" C O U R T Y A R D R E S I D E N T I A L B E Y O N D R E S I D E N T I A L 83'-2" S T A I R T O W E R UNIT-1 UNIT-2 UNIT-3 UNIT-4 MEZZANINE ROOF C . C . C . C . A . PROPERTY LINE L E V E L 1 L E V E L 2 L E V E L 3 L E V E L 4 L E V E L 5 L E V E L 6 A M E N I T Y D E C K PROPERTY LINE 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 1 " U N I T - 1 U N I T - 2 U N I T - 3 U N I T - 4 U N I T - 5 R O O F C . C . C . C . C . LA PALMA AVE.UNIT-5 C . L E V E L 7 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 1 " 9 ' - 1 " 5 6 ' - 5 " 70'-8"76'-6"85'-4" 6 6 ' - 1 0 " P A R K I N G A R E A C O U R T Y A R D R E S I D E N T I A L B E Y O N D R E S I D E N T I A L O P E N P A R K I N G S T R U C T U R E RESIDENTIAL MECHANICAL UNITS (TYP.) E L E V A T O R T O W E R LINE OF SIGHTLINE OF SIGHT L I N E O F S I G H T L I N E O F S I G H T OTIS GEN2 3500 LB / 200 FPM 5'-0" PIT 14'-11" OVERRUN 7'-9" CAB HEIGHT 100' MAX. TRAVEL R A M P 5 % M A X . U P RAMP 5% MAX. R A M P 5 % M A X . POWER UNIT B U L K I T E M S 8 ' X 1 0 ' T R A S H C O L L E C T I O N # 1 M E C H . R O O M E L E C . R O O M M A I N T E N A N C E OTIS GEN2 3500 LB / 200 FPM 5'-0" PIT 14'-11" OVERRUN 7'-9" CAB HEIGHT 100' MAX. TRAVEL S I T E ' A ' B U I L D I N G S E C T I O N S A - 5 . 0 R A I S E D P A R A P E T M E C H A N I C A L E Q U I P M E N T M E C H A N I C A L E Q U I P M E N T S H I E L D E D F R O M S T R E E T L E V E L V I E W S U N I T I N T E R I O R L I N E O F S I G H T SECTION A-A S C A L E : 1 " = 2 0 ' 0 1 0 ' 2 0 ' 4 0 ' 6 0 ' Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : SECTION B-B A A B B K E Y M A P N N . T . S . A - 6 . 0 Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : S I T E ' B ' - B U I L D I N G T A B U L A T I O N S & S U M M A R I E S N . P A C I F I C E N T E R D R . RAMP 5% MAX. B U L K I T E M S 8 ' X 1 0 ' P O W E R U N I T T R A S H C O L L E C T I O N # 2 M E C H . R O O M E L E C . R O O M M A I N T E N A N C E R A M P 5 % M A X . R A M P 1 0 % M A X . R A M P 5 % M A X . U P 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 8'-6" TYP. B 3 A 2 REF.DWA1A2A2A2A2 A1/B2 RE F . DW B 2 REF.DW A1 RE F . DW A 1 S1REF.DW A1REF.DWA1 REF.DWA1/B2 REF.DW A1/B2 REF.DWA1/B2 REF.DW A1/B2REF.DW ELEC.ROOM A 1 / B 2 RE F . DW E L E C . R O O M A 1 / B 2 RE F . DW E L E C . R O O M R E F . D W A 1 / B 2 R E F . D W A 1 / B 2 B 1 A 2 1 2 L E A S I N G 2 1 4 2 S Q . F T . B 2 A B V P A R K I N G S T R U C T U R E 1 A2 ABV S 1 RE F . DW A 1 B1 B 1 REF.DW A1 REF.DWA1 A 2 COURTYARD T R A S H R M . PASSAGEPASSAGE PASSAGE PASSAGEPASSAGE U T I L . UTIL.UTIL.PASSAGETRASHRM. T R A S H R M . S E T B A C K S E T B A C K SETBACK SETBACK OPENOPEN FITNESS1541 SQ. FT. 1 A2 ABVMW 2 1S1 ABV 1 A2 ABVA2 POOLEQUIP.UTIL.10'-0"5'-0"8'-9" 5'-0" 6'-4" 3 4 ' - 1 1 " 3 7 ' - 1 " 10'-0" 12'-9" P L A Z A A R E A G A T E S T 5 T 6 T4 G A T E S 6'-4" 3 4 ' - 1 1 " 3 7 ' - 1 " 10'-0" 12'-9" P L A Z A A R E A 10'-0"5'-0"8'-9" 5'-0" UTIL.S1 ABV 1 A2 ABV CLUB2153 SQ. FT.A2 POOLEQUIP.M W(2-STORY VOLUME) 2 1 M A I L R O O M S 1 A 1 B1 B 1 A1 A1 A 2 A 1 / B 2 A 1 / B 2 B 1 A 2 1 2 2 L E A S I N G 2 1 4 2 S Q . F T . B 2 A B V P A R K I N G S T R U C T U R E 1 A2 ABV E L E C . R O O M A 1 / B 2 E L E C . R O O M ELEC.ROOM A 1 / B 2 A1/B2 RAMP 5% MAX. B U L K I T E M S 8 ' X 1 0 ' P O W E R U N I T T R A S H C O L L E C T I O N # 2 M E C H . R O O M E L E C . R O O M M A I N T E N A N C E R A M P 5 % M A X . R A M P 1 0 % M A X . R A M P 5 % M A X . U P 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 8'-6" TYP. B 3 A 2 A1A2A2A2A2 A1/B2 B 2 A1 A 1 S1A1A1S1A1/B2 REF.DW A1/B2 A1/B2 A 1 R E F . D W 17'-9"17'-9"11'-2"(1-STORY VOLUME)(1-STORY VOLUME) ( 2 - S T O R Y V O L U M E ) 10'-8"7'-1"REF.DWA1A1S1S1 8 ' - 6 " 18'-0" 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 ' - 6 " 6"6" 12"12" 8'-6"8'-6"8'-6" 2'-0"2'-0" 10'-0" 12'-0" AT DEAD END 6" 8'-6"8'-6"8'-6" 6" AISLE P A R K I N G D I M E N S I O N S F O R S T R U C T U R E S 19'-0" 1'-6"6 " 6 " 9 ' - 0 " 6 " 9 ' - 0 " 7 ' - 6 " ( 5 ' M I N . A U T O S T A L L ) 2 0 ' - 0 " 1 2 ' - 0 " 4 0 ' - 8 " 1 2 ' - 0 " 1 2 ' - 0 " I N I T I A L R A M P S E C T I O N M I N . L E N G T H T R A N S I T I O N 5 % M A X . G R A D E I N I T I A L R A M P S E C T I O N 5 % M A X . G R A D E B R E A K 1 0 % 1 0 % 5 % 1 5 % P A R K I N G S T R U C T U R E R A M P S T A N D A R D S 8'-2" M I N . C E I L I N G H E I G H T S : A C C E S S I B L E L E V E L S : 8 ' - 2 " N O N A C C E S S I B L E : 7 ' - 0 " N O I N T R U S I O N S O F U T I L I T I E S O R F I X T U R E S P E R M I T T E D W I T H I N C L E A R A N C E H E I G H T R E Q U I R E M E N T S H E L I C A L R A M P S S H A L L H A V E A M I N . O U T E R R A D I U S O F 3 5 F E E T 19'-0" 2'-0" 6 " 6 " 8 ' - 6 " 9 ' - 0 " 8 ' - 0 " ( V A N S T A L L ) A C C E S S I B L E P A R K I N G - A T S T R U C T U R E S I T E ' B ' - S I T E P L A N A - 6 . 1 Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : 0 N 1 0 ' 2 0 ' 4 0 ' 6 0 ' S C A L E : 1 " = 2 0 ' S I T E P L A N N O T E S : 1 . F O R M O R E I N F O R M A T I O N P L E A S E R E F E R T O T H E C I V I L S H E E T S 2 . S T O P S I G N A N D S T O P L E G E N D S S H A L L B E I N C O N F O R M A N C E W I T H T H E L A T E S T V E R S I O N S O F E N G I N E E R I N G S T A N D A R D S D E T A I L S 4 3 4 & 4 3 5 . P L E A S E S E E C I V I L P L A N S F O R M O R E I N F O R M A T I O N . 3 . B U I L D I N G P L A N S S H A L L C O N F O R M W I T H T H E C U R R E N T V E R S I O N O F E N G I N E E R I N G S T A N D A R D D E T A I L S 4 0 2 , 4 3 6 , 4 7 0 , & 4 7 1 F O R M I N . O F F - S T R E E T P A R K I N G S T A N D A R D S , P A R K I N G D I M E N S I O N S F O R S T R U C T U R E S , P A R K I N G S T R U C T U R E R A M P S , A N D M I N . U T I L I T Y V E H I C L E H A M M E R H E A D T U R N A R E A . 4 . B U I L D I N G P L A N S S H A L L C O N F O R M W I T H T H E C U R R E N T V E R S I O N O F E N G I N E E R I N G S T A N D A R D D E T A I L 4 7 5 P E R T A I N I N G T O G A T E S . G A T E S S H A L L N O T B E I N S T A L L E D A C R O S S A N Y D R I V E W A Y . I N A M A N N E R W H I C H M A Y A D V E R S E L Y A F F E C T V E H I C U L A R T R A F F I C O N T H E A D J A C E N T P U B L I C S T R E E T S . 5 . R E Q U I R E D L O A D I N G A R E A S : 3 1 4 U N I T S / 1 5 0 U N I T S = 3 L O A D I N G A R E A S R E Q U I R E D 6 . B U I L D I N G P L A N S S H A L L C O N F O R M W I T H T H E C U R R E N T V E R S I O N O F E N G I N E E R I N G S T A N D A R D D E T A I L 1 1 5 P E R T A I N I N G T O D R I V E W A Y D E S I G N , S I G H T D I S T A N C E V I S I B I L I T Y F O R S I G N S , L A N D S C A P I N G , A N D F E N C E / W A L L L O C A T I O N S . 7 . B U I L D I N G P L A N S S H A L L C O N F O R M W I T H T H E C U R R E N T V E R S I O N O F E N G I N E E R I N G S T A N D A R D D E T A I L 4 7 3 P E R T A I N I N G T O D R I V E W A Y S P A C I N G A N D D I S T A N C E F R O M P U B L I C R . O . W . T O N E A R E S T P A R K I N G S P A C E . 8 . B U I L D I N G P L A N S S H A L L C O N F O R M W I T H T H E C U R R E N T E N G I N E E R I N G S T A N D A R D D E T A I L 1 1 8 P E R T A I N I N G T O S I D E W A L K D E S I G N A N D S C O R I N G . F O R M O R E I N F O R M A T I O N P L E A S E R E F E R T O T H E L A N D S C A P E P L A N S . 9 . P E R S E C T I O N 1 8 . 2 0 . 1 1 0 . 0 2 0 2 . 0 1 & . 0 2 P R I V A T E P A T I O S A T G R O U N D F L O O R U N I T S S H A L L B E N O T L E S S T H A N 1 0 0 S . F . W I T H A M I N I M U M D I M E N S I O N O F 8 ' - 0 " . P R I V A T E B A L C O N I E S L O C A T E D E N T I R E L Y A B O V E T H E G R O U N D F L O O R S H A L L N O T B E L E S S T H A N 7 0 S . F . W I T H A M I N I M U M D I M E N S I O N O F 7 ' - 0 " 1 0 . F I N A L F I N I S H F L O O R E L E V A T I O N S S H A L L B E 1 - F T . M I N I M U M A B O V E W A T E R S U R F A C E E L E V A T I O N O F T H E 1 0 0 Y E A R E V E N T . B.N.S.F. R.R. E X I S T I N G H O T E L S I T E N . A . P . R E L O C A T E D H O T E L E N T R Y M O V E - I N S E X I S T . O F F I C E B L D G . S I T E AREA RESERVED FOR 12' WIDESHARED PATH CONNECTION S T A N D A R D P A R K I N G D E T A I L S S C A L E : 1 " = 2 0 ' NOTE:ALL P A R K I N G S H A L L B E DOUBLED ST R I P E D P E R A N A H E I M STANDARD D E T A I L S # 4 7 0 A N D # 4 7 1 WITH 4" LINE S U S I N G W H I T E O R YELLOW TRA F F I C B E A R I N G P A I N T SEE LANDSCPAE SHEETSFOR LANDSCPAE PLANSPROPOSED MULTI-USEBIKE PATH TO BECONSTRUCTED BY THELINK OC DEVELOPER PERTHE AMC AND ANAHEIMCANYON SPECIFIC PLAN 12'-0" 2 4 F T . T O 2 6 F T . W I D E F I R E L A N E N O T E : A L L E L E V A T O R S A R E S I Z E D T O A C C O M M O D A T E A M B U L A N C E / P A R A M E D I C G U R N E Y S 1 5 0 F T . H O S E P U L L A R E A O F E N H A N C E D F I R E P R O T E C T I O N 4 0 ' 4 0 ' 4 0 ' 2 8 ' 2 8 ' 2 8 ' 1 7 . 5 ' R F I R E T R U C K H A M M E R H E A D T U R N A R O U N D : M I N I M U M O F 1 4 ' - 0 " V E R T I C A L C L E A R A N C E I S R E Q U I R E D 150'150' 1 4 0 ' 1 2 0 ' 150'150'150'150' N . P A C I F I C E N T E R D R . 26'-0"FIRE LANE24'-0"FIRE LANE RAMP 5% MAX. B U L K I T E M S 8 ' X 1 0 ' P O W E R U N I T T R A S H C O L L E C T I O N # 2 M E C H . R O O M E L E C . R O O M M A I N T E N A N C E O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L R A M P 5 % M A X . R A M P 1 0 % M A X . R A M P 5 % M A X . U P O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 8'-6" TYP. B 3 A 2 REF.DWA1A2A2A2A2 A1/B2 RE F . DW B 2 REF.DW A1 RE F . DW A 1 S1REF.DW A1REF.DWA1 REF.DWA1/B2 REF.DW A1/B2 REF.DWA1/B2 REF.DW A1/B2REF.DW ELEC.ROOM A 1 / B 2 RE F . DW E L E C . R O O M A 1 / B 2 RE F . DW E L E C . R O O M OTISGEN23500 LB / 200 FPM5'-0" PIT14'-11" OVERRUN7'-9" CAB HEIGHT100' MAX. TRAVEL R E F . D W A 1 / B 2 R E F . D W A 1 / B 2 B 1 A 2 1 2 L E A S I N G 2 1 4 2 S Q . F T . B 2 A B V P A R K I N G S T R U C T U R E 1 A2 ABV S 1 RE F . DW A 1 B1 B 1 REF.DW A1 REF.DWA1 A 2 COURTYARD T R A S H R M . PASSAGEPASSAGE PASSAGE PASSAGEPASSAGE U T I L . UTIL.UTIL.PASSAGETRASHRM. T R A S H R M . S E T B A C K S E T B A C K SETBACK SETBACK OPENOPEN FITNESS1541 SQ. FT. 1 A2 ABVMW 2 1S1 ABV 1 A2 ABVA2 POOLEQUIP.UTIL.10'-0"5'-0"8'-9" 5'-0" 6'-4" 3 4 ' - 1 1 " 3 7 ' - 1 " 10'-0" 12'-9" P L A Z A A R E A G A T E S G A T E S 6'-4" 3 4 ' - 1 1 " 3 7 ' - 1 " 10'-0" 12'-9" P L A Z A A R E A 10'-0"5'-0"8'-9" 5'-0" UTIL.S1 ABV 1 A2 ABV CLUB2153 SQ. FT.A2 POOLEQUIP.M W(2-STORY VOLUME) 2 1 M A I L R O O M S 1 A 1 B1 B 1 A1 A1 A 2 A 1 / B 2 A 1 / B 2 B 1 A 2 1 2 2 L E A S I N G 2 1 4 2 S Q . F T . B 2 A B V P A R K I N G S T R U C T U R E 1 A2 ABV E L E C . R O O M A 1 / B 2 E L E C . R O O M ELEC.ROOM A 1 / B 2 A1/B2 RAMP 5% MAX. B U L K I T E M S 8 ' X 1 0 ' P O W E R U N I T T R A S H C O L L E C T I O N # 2 M E C H . R O O M E L E C . R O O M M A I N T E N A N C E O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L R A M P 5 % M A X . R A M P 1 0 % M A X . R A M P 5 % M A X . U P O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 8'-6" TYP. B 3 A 2 A1A2A2A2A2 A1/B2 B 2 A1 A 1 S1A1A1S1A1/B2 REF.DW A1/B2 A1/B2 A 1 R E F . D W 17'-9"17'-9"11'-2"(1-STORY VOLUME)(1-STORY VOLUME) ( 2 - S T O R Y V O L U M E ) 10'-8"7'-1"REF.DWA1A1S1S1 8 ' - 6 " 18'-0" 18'-9" S I T E ' B ' F I R E A C C E S S P L A N A - 6 . 2 M I N . F I R E D E P T . C O R N E R C U T O F F / R A D I U S L E G E N D R E S I D E N T I A L B U I L D I N G - 5 S T O R I E S O C C U P A N C Y : R - 2 C O N S T R U C T I O N : T Y P E I I I - A P A R K I N G S T R U C T U R E - 7 L E V E L S O C C U P A N C Y : S - 2 C O N S T R U C T I O N : T Y P E I - A R E S I D E N T I A L B U I L D I N G A R E A : 2 6 6 , 3 8 1 S Q . F T . N O T E S : 1 ) F I R E L A N E D R I V E W A Y S S H A L L C O N S I S T O F 4 I N C H C U R B S S O T H A T V E H I C L E S D O N O T U S E T H E M A S D R I V E W A Y S . 2 ) F I R E L A N E S S H O U L D B E M A D E O F D I F F E R E N T M A T E R I A L S T H A N T H E S T A N D A R D D R I V E W A Y S . W H E R E T H E P A R K I N G L O T S T R A N S I T I O N T O D E A D - E N D F I R E L A N E S , P R O V I D E P R O V I D E C L E A R M A R K I N G S T O S E P A R A T E V E H I C L E T R A F F I C F R O M T H E F I R E L A N E S . Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : N N . T . S . V i c i n i t y M a p S I T E ' B ' N Tustin Ave E L a P a l m a A v e N F o u n t a i n W a y N C o s b y W a y 9 1 F W Y 9 1 F W Y Anah e i m C a n y o n M e t r o l i n k S t a t i o n S a n t a A n a L a k e N G r o v e s E a g l e D r 0 N 1 0 ' 2 0 ' 4 0 ' 6 0 ' S C A L E : 1 " = 2 0 ' B.N.S.F. R.R. E X I S T I N G H O T E L S I T E N . A . P . E X I S T . O F F I C E B L D G . S I T E 12'-0"PROPOSED MULTI-USEBIKE PATH TO BECONSTRUCTED BY THELINK OC DEVELOPER PERTHE AMC AND ANAHEIMCANYON SPECIFIC PLAN F R O N T A G E C A L C U L A T I O N S A r e a 1 : 7 0 1 4 S Q . F T . A l l o w a b l e A r e a s A a = [ A t + ( N S x I f ) S a ] x ( S F M 2 x ) A a 5 9 , 6 4 3 . 2 4 A l l o w a b l e a r e a p e r b u i l d i n g ( s q u a r e f e e t ) A a / 5 1 1 9 2 8 . 6 4 8 5 A l l o w a b l e a r e a p e r f l o o r ( s q u a r e f e e t ) A t 2 4 , 0 0 0 . 0 0 B a s i c A l l o w a b l e a r e a p e r T a b l e 5 0 6 . 2 I f 2 4 . 2 6 A r e a i n c r e a s e d u e t o f r o n t a g e ( p e r c e n t ) p e r S e c t i o n 5 0 6 . 3 I s 0 . 0 0 A r e a I n c r e a s e d u e t o s p r i n k l e r s ( p e r c e n t ) S F M 2 . 0 0 I n c r e a s e F r o n t a g e I f = 1 0 0 [ ( F / P ) - 0 . 2 5 ] ( W / 3 0 ) I f 2 4 . 2 6 A r e a i n c r e a s e b a s e d o n f r o n t a g e F 2 0 9 ' - 2 " B u i l d i n g p e r i m e t e r t h a t f r o n t s o n a y a r d h a v i n g a t l e a s t a 2 0 - f o o t m i n i m u m w i d t h P 4 2 4 ' - 7 3 / 4 " P e r i m e t e r o f e n t i r e b u i l d i n g W 3 0 . 0 0 M i n i m u m w i d t h o f y a r d ( W / 3 0 c a n n o t e x c e e d 1 . 0 ) b y A l b e r t Y a n g F R O N T A G E C A L C U L A T I O N S A r e a 2 : 6 5 1 6 S Q . F T . A l l o w a b l e A r e a s A a = [ A t + ( N S x I f ) S a ] x ( S F M 2 x ) A a 5 9 , 0 7 7 . 0 3 A l l o w a b l e a r e a p e r b u i l d i n g ( s q u a r e f e e t ) A a / 5 1 1 8 1 5 . 4 0 6 7 A l l o w a b l e a r e a p e r f l o o r ( s q u a r e f e e t ) A t 2 4 , 0 0 0 . 0 0 B a s i c A l l o w a b l e a r e a p e r T a b l e 5 0 6 . 2 I f 2 3 . 0 8 A r e a i n c r e a s e d u e t o f r o n t a g e ( p e r c e n t ) p e r S e c t i o n 5 0 6 . 3 I s 0 . 0 0 A r e a I n c r e a s e d u e t o s p r i n k l e r s ( p e r c e n t ) S F M 2 . 0 0 I n c r e a s e F r o n t a g e I f = 1 0 0 [ ( F / P ) - 0 . 2 5 ] ( W / 3 0 ) I f 2 3 . 0 8 A r e a i n c r e a s e b a s e d o n f r o n t a g e F 1 9 5 ' - 6 " B u i l d i n g p e r i m e t e r t h a t f r o n t s o n a y a r d h a v i n g a t l e a s t a 2 0 - f o o t m i n i m u m w i d t h P 4 0 6 ' - 7 " P e r i m e t e r o f e n t i r e b u i l d i n g W 3 0 . 0 0 M i n i m u m w i d t h o f y a r d ( W / 3 0 c a n n o t e x c e e d 1 . 0 ) b y A l b e r t Y a n g F R O N T A G E C A L C U L A T I O N S A r e a 5 : 1 1 2 0 6 . 3 5 S Q . F T . A l l o w a b l e A r e a s A a = [ A t + ( N S x I f ) S a ] x ( S F M 2 x ) A a 6 2 , 8 5 3 . 4 2 A l l o w a b l e a r e a p e r b u i l d i n g ( s q u a r e f e e t ) A a / 5 1 2 5 7 0 . 6 8 3 4 A l l o w a b l e a r e a p e r f l o o r ( s q u a r e f e e t ) A t 2 4 , 0 0 0 . 0 0 B a s i c A l l o w a b l e a r e a p e r T a b l e 5 0 6 . 2 I f 3 0 . 9 4 A r e a i n c r e a s e d u e t o f r o n t a g e ( p e r c e n t ) p e r S e c t i o n 5 0 6 . 3 I s 0 . 0 0 A r e a I n c r e a s e d u e t o s p r i n k l e r s ( p e r c e n t ) S F M 2 . 0 0 I n c r e a s e F r o n t a g e I f = 1 0 0 [ ( F / P ) - 0 . 2 5 ] ( W / 3 0 ) I f 3 0 . 9 4 A r e a i n c r e a s e b a s e d o n f r o n t a g e F 3 5 8 ' - 6 " B u i l d i n g p e r i m e t e r t h a t f r o n t s o n a y a r d h a v i n g a t l e a s t a 2 0 - f o o t m i n i m u m w i d t h P 6 4 0 ' - 1 0 " P e r i m e t e r o f e n t i r e b u i l d i n g W 3 0 . 0 0 M i n i m u m w i d t h o f y a r d ( W / 3 0 c a n n o t e x c e e d 1 . 0 ) b y A l b e r t Y a n g F R O N T A G E C A L C U L A T I O N S A r e a 3 : 9 8 0 5 . 7 5 S Q . F T . A l l o w a b l e A r e a s A a = [ A t + ( N S x I f ) S a ] x ( S F M 2 x ) A a 5 1 , 0 1 2 . 8 8 A l l o w a b l e a r e a p e r b u i l d i n g ( s q u a r e f e e t ) A a / 5 1 0 2 0 2 . 5 7 5 0 A l l o w a b l e a r e a p e r f l o o r ( s q u a r e f e e t ) A t 2 4 , 0 0 0 . 0 0 B a s i c A l l o w a b l e a r e a p e r T a b l e 5 0 6 . 2 I f 6 . 2 8 A r e a i n c r e a s e d u e t o f r o n t a g e ( p e r c e n t ) p e r S e c t i o n 5 0 6 . 3 I s 0 . 0 0 A r e a I n c r e a s e d u e t o s p r i n k l e r s ( p e r c e n t ) S F M 2 . 0 0 I n c r e a s e F r o n t a g e I f = 1 0 0 [ ( F / P ) - 0 . 2 5 ] ( W / 3 0 ) I f 6 . 2 8 A r e a i n c r e a s e b a s e d o n f r o n t a g e F 1 7 6 ' - 1 " B u i l d i n g p e r i m e t e r t h a t f r o n t s o n a y a r d h a v i n g a t l e a s t a 2 0 - f o o t m i n i m u m w i d t h P 5 6 3 ' - 0 " P e r i m e t e r o f e n t i r e b u i l d i n g W 3 0 . 0 0 M i n i m u m w i d t h o f y a r d ( W / 3 0 c a n n o t e x c e e d 1 . 0 ) b y A l b e r t Y a n g F R O N T A G E C A L C U L A T I O N S A r e a 4 : 8 3 1 8 . 0 1 S Q . F T . A l l o w a b l e A r e a s A a = [ A t + ( N S x I f ) S a ] x ( S F M 2 x ) A a 4 5 , 8 6 3 . 1 3 A l l o w a b l e a r e a p e r b u i l d i n g ( s q u a r e f e e t ) A a / 5 9 1 7 2 . 6 2 5 4 A l l o w a b l e a r e a p e r f l o o r ( s q u a r e f e e t ) A t 2 4 , 0 0 0 . 0 0 B a s i c A l l o w a b l e a r e a p e r T a b l e 5 0 6 . 2 I f - 4 . 4 5 A r e a i n c r e a s e d u e t o f r o n t a g e ( p e r c e n t ) p e r S e c t i o n 5 0 6 . 3 I s 0 . 0 0 A r e a I n c r e a s e d u e t o s p r i n k l e r s ( p e r c e n t ) S F M 2 . 0 0 I n c r e a s e F r o n t a g e I f = 1 0 0 [ ( F / P ) - 0 . 2 5 ] ( W / 3 0 ) I f - 4 . 4 5 A r e a i n c r e a s e b a s e d o n f r o n t a g e F 9 7 ' - 7 " B u i l d i n g p e r i m e t e r t h a t f r o n t s o n a y a r d h a v i n g a t l e a s t a 2 0 - f o o t m i n i m u m w i d t h P 4 7 4 ' - 1 1 " P e r i m e t e r o f e n t i r e b u i l d i n g W 3 0 . 0 0 M i n i m u m w i d t h o f y a r d ( W / 3 0 c a n n o t e x c e e d 1 . 0 ) b y A l b e r t Y a n g F R O N T A G E C A L C U L A T I O N S A r e a 5 : 8 6 7 6 . 5 7 S Q . F T . A l l o w a b l e A r e a s A a = [ A t + ( N S x I f ) S a ] x ( S F M 2 x ) A a 6 8 , 3 1 8 . 2 2 A l l o w a b l e a r e a p e r b u i l d i n g ( s q u a r e f e e t ) A a / 5 1 3 6 6 3 . 6 4 3 7 A l l o w a b l e a r e a p e r f l o o r ( s q u a r e f e e t ) A t 2 4 , 0 0 0 . 0 0 B a s i c A l l o w a b l e a r e a p e r T a b l e 5 0 6 . 2 I f 4 2 . 3 3 A r e a i n c r e a s e d u e t o f r o n t a g e ( p e r c e n t ) p e r S e c t i o n 5 0 6 . 3 I s 0 . 0 0 A r e a I n c r e a s e d u e t o s p r i n k l e r s ( p e r c e n t ) S F M 2 . 0 0 I n c r e a s e F r o n t a g e I f = 1 0 0 [ ( F / P ) - 0 . 2 5 ] ( W / 3 0 ) I f 4 2 . 3 3 A r e a i n c r e a s e b a s e d o n f r o n t a g e F 3 3 7 ' - 8 " B u i l d i n g p e r i m e t e r t h a t f r o n t s o n a y a r d h a v i n g a t l e a s t a 2 0 - f o o t m i n i m u m w i d t h P 5 0 1 ' - 6 " P e r i m e t e r o f e n t i r e b u i l d i n g W 3 0 . 0 0 M i n i m u m w i d t h o f y a r d ( W / 3 0 c a n n o t e x c e e d 1 . 0 ) b y A l b e r t Y a n g RAMP 5% MAX. B U L K I T E M S 8 ' X 1 0 ' P O W E R U N I T T R A S H C O L L E C T I O N # 2 M E C H . R O O M E L E C . R O O M M A I N T E N A N C E O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L R A M P 5 % M A X . R A M P 1 0 % M A X . R A M P 5 % M A X . U P O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 8'-6" TYP. B 3 A 2 REF.DWA1A2A2A2A2 A1/B2 RE F . DW B 2 REF.DW A1 RE F . DW A 1 S1REF.DW A1REF.DWA1 REF.DWA1/B2 REF.DW A1/B2 REF.DWA1/B2 REF.DW A1/B2REF.DW ELEC.ROOM A 1 / B 2 RE F . DW E L E C . R O O M A 1 / B 2 RE F . DW E L E C . R O O M OTISGEN23500 LB / 200 FPM5'-0" PIT14'-11" OVERRUN7'-9" CAB HEIGHT100' MAX. TRAVEL R E F . D W A 1 / B 2 R E F . D W A 1 / B 2 B 1 A 2 1 2 L E A S I N G 2 1 4 2 S Q . F T . B 2 A B V P A R K I N G S T R U C T U R E 1 A2 ABV S 1 RE F . DW A 1 B1 B 1 REF.DW A1 REF.DWA1 A 2 COURTYARD T R A S H R M . PASSAGEPASSAGE PASSAGE PASSAGEPASSAGE U T I L . UTIL.UTIL.PASSAGETRASHRM. T R A S H R M . S E T B A C K S E T B A C K SETBACK SETBACK OPENOPEN FITNESS1541 SQ. FT. 1 A2 ABVMW 2 1S1 ABV 1 A2 ABVA2 POOLEQUIP.UTIL.10'-0"5'-0"8'-9" 5'-0" 6'-4" 3 4 ' - 1 1 " 3 7 ' - 1 " 10'-0" 12'-9" P L A Z A A R E A G A T E S T 5 T 6 T4 G A T E S 6'-4" 3 4 ' - 1 1 " 3 7 ' - 1 " 10'-0" 12'-9" P L A Z A A R E A 10'-0"5'-0"8'-9" 5'-0" UTIL.S1 ABV 1 A2 ABV CLUB2153 SQ. FT.A2 POOLEQUIP.M W(2-STORY VOLUME) 2 1 M A I L R O O M S 1 A 1 B1 B 1 A1 A1 A 2 A 1 / B 2 A 1 / B 2 B 1 A 2 1 2 2 L E A S I N G 2 1 4 2 S Q . F T . B 2 A B V P A R K I N G S T R U C T U R E 1 A2 ABV E L E C . R O O M A 1 / B 2 E L E C . R O O M ELEC.ROOM A 1 / B 2 A1/B2 RAMP 5% MAX. B U L K I T E M S 8 ' X 1 0 ' P O W E R U N I T T R A S H C O L L E C T I O N # 2 M E C H . R O O M E L E C . R O O M M A I N T E N A N C E O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L R A M P 5 % M A X . R A M P 1 0 % M A X . R A M P 5 % M A X . U P O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 8'-6" TYP. B 3 A 2 A1A2A2A2A2 A1/B2 B 2 A1 A 1 S1A1A1S1A1/B2 REF.DW A1/B2 A1/B2 A 1 R E F . D W 17'-9"17'-9"11'-2"(1-STORY VOLUME)(1-STORY VOLUME) ( 2 - S T O R Y V O L U M E ) 10'-8"7'-1"REF.DWA1A1S1S1 8 ' - 6 " 18'-0" S I T E ' B ' F I R E S E P A R A T I O N P L A N A - 6 . 3 Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : 1234 5 6 0 N 1 0 ' 2 0 ' 4 0 ' 6 0 ' S C A L E : 1 " = 2 0 ' EXISTI N G H O T E L S I T E N . A . P . E X I S T . O F F I C E B L D G . S I T E 12'-0"PROPOSED MULTI-USEBIKE PATH TO BECONSTRUCTED BY THELINK OC DEVELOPER PERTHE AMC AND ANAHEIMCANYON SPECIFIC PLAN TRASH STAGING / LOADIN G A R E A T R A S H / R E C Y C L I N G C H U T E T E R M I N U S A N D C O L L E C T I O N R O O M # 2 N . P A C I F I C E N T E R D R . 1 6 0 ' - 0 " 7 5 ' - 0 " 140'-0" 250'-0"110'-0"132'-0"222'-0" RAMP 5% MAX. B U L K I T E M S 8 ' X 1 0 ' P O W E R U N I T T R A S H C O L L E C T I O N # 2 M E C H . R O O M E L E C . R O O M M A I N T E N A N C E O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L R A M P 5 % M A X . R A M P 1 0 % M A X . R A M P 5 % M A X . U P O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 8'-6" TYP. B 3 A 2 REF.DWA1A2A2A2A2 A1/B2 RE F . DW B 2 REF.DW A1 RE F . DW A 1 S1REF.DW A1REF.DWA1 REF.DWA1/B2 REF.DW A1/B2 REF.DWA1/B2 REF.DW A1/B2REF.DW ELEC.ROOM A 1 / B 2 RE F . DW E L E C . R O O M A 1 / B 2 RE F . DW E L E C . R O O M OTISGEN23500 LB / 200 FPM5'-0" PIT14'-11" OVERRUN7'-9" CAB HEIGHT100' MAX. TRAVEL R E F . D W A 1 / B 2 R E F . D W A 1 / B 2 B 1 A 2 1 2 L E A S I N G 2 1 4 2 S Q . F T . B 2 A B V P A R K I N G S T R U C T U R E 1 A2 ABV S 1 RE F . DW A 1 B1 B 1 REF.DW A1 REF.DWA1 A 2 COURTYARD T R A S H R M . PASSAGEPASSAGE PASSAGE PASSAGEPASSAGE U T I L . UTIL.UTIL.PASSAGETRASHRM. T R A S H R M . S E T B A C K S E T B A C K SETBACK SETBACK OPENOPEN FITNESS1541 SQ. FT. 1 A2 ABVMW 2 1S1 ABV 1 A2 ABVA2 POOLEQUIP.UTIL.10'-0"5'-0"8'-9" 5'-0" 6'-4" 3 4 ' - 1 1 " 3 7 ' - 1 " 10'-0" 12'-9" P L A Z A A R E A G A T E S T 5 T 6 T4 G A T E S 6'-4" 3 4 ' - 1 1 " 3 7 ' - 1 " 10'-0" 12'-9" P L A Z A A R E A 10'-0"5'-0"8'-9" 5'-0" UTIL.S1 ABV 1 A2 ABV CLUB2153 SQ. FT.A2 POOLEQUIP.M W(2-STORY VOLUME) 2 1 M A I L R O O M S 1 A 1 B1 B 1 A1 A1 A 2 A 1 / B 2 A 1 / B 2 B 1 A 2 1 2 2 L E A S I N G 2 1 4 2 S Q . F T . B 2 A B V P A R K I N G S T R U C T U R E 1 A2 ABV E L E C . R O O M A 1 / B 2 E L E C . R O O M ELEC.ROOM A 1 / B 2 A1/B2 RAMP 5% MAX. B U L K I T E M S 8 ' X 1 0 ' P O W E R U N I T T R A S H C O L L E C T I O N # 2 M E C H . R O O M E L E C . R O O M M A I N T E N A N C E O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L R A M P 5 % M A X . R A M P 1 0 % M A X . R A M P 5 % M A X . U P O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 8'-6" TYP. B 3 A 2 A1A2A2A2A2 A1/B2 B 2 A1 A 1 S1A1A1S1A1/B2 REF.DW A1/B2 A1/B2 A 1 R E F . D W 17'-9"17'-9"11'-2"(1-STORY VOLUME)(1-STORY VOLUME) ( 2 - S T O R Y V O L U M E ) 10'-8"7'-1"REF.DWA1A1S1S1 8 ' - 6 " 18'-0" 141'-0" S I T E ' B ' W A S T E M A N A G E M E N T P L A N A - 6 . 4 R E S I D E N T I A L T R A S H S U M M A R Y Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : 0 N 1 0 ' 2 0 ' 4 0 ' 6 0 ' S C A L E : 1 " = 2 0 ' T R A S H N A R R A T I V E S A N I T A T I O N T R U C K H A M M E R H E A D T U R N A R E A 1 4 ' M I N I M U M V E R T I C A L C L E A R A N C E N O T E : T R A S H R O O M S S H A L L B E A M I N . O F 2 5 0 F T . F R O M E A C H U N I T . S A T E L L I T E T R A S H C O L L E C T I O N R O O M S T H A T W I L L B E S E R V I C E D A N D M A I N T A I N E D B Y P R O P E R T Y M A N A G E M E N T A R E L O C A T E D T H R O U G H O U T T H E B U I L D I N G . S E E P L A N T h e w r i t t e n S o l i d W a s t e D i s p o s a l a n d R e c y c l i n g M a n a g e m e n t P l a n f o r t h e R e s i d e n t i a l B u i l d i n g i s e x p l a i n e d a s f o l l o w s : R e s i d e n t i a l u n i t s w i l l b e l o c a t e d a m a x . o f 2 5 0 f t . f r o m n e a r e s t t r a s h r o o m a s i n d i c a t e d o n b u i l d i n g p l a n . I n t e r m e d i a t e t r a s h r o o m a r e p r o v i d e d a t t h e b u i l d i n g c o r r i d o r s t o r e d u c e t r a v e l d i s t a n c e s f r o m u n i t s . B u i l d i n g M a n a g e m e n t / P o r t e r w i l l c o l l e c t t h e t r a s h p l a c e d i n t h e s e t r a s h r o o m s a n d d i s p o s e i n t h e c h u t e s . T r a s h T r u c k R o u t i n g T r a s h t r u c k s w i l l e n t e r t h e p r o j e c t s i t e b y f r o m E . L a P a l m a A v e n u e . T r u c k s w i l l t u r n r i g h t o n N . P a c i f i c c e n t e r D r i v e a n d p a r k a d j a c e n t t o t h e t r a s h s t a g i n g a r e a l o c a t e d n o r t h o f t h e p r o j e c t a n d c o m m e n c e o p e r a t i o n s . A f t e r c o m p l e t i n g p i c k - u p , t r u c k s w i l l e x i t t h e p r o p e r t y b y d r i v i n g t h r o u g h t h e p a r k i n g a r e a t o r e j o i n N . P a c i f i c e n t e r D r i v e . T r a s h R o o m s - A m i n . t o t a l o f n i n e ( 6 ) 3 - y a r d t r a s h b i n s a r e a n t i c i p a t e d t o b e o n s i t e a t a l l t i m e s f o r a t w o t i m e a w e e k p i c k - u p s c h e d u l e . - T r a s h b i n s w i t h i n t r a s h r o o m : T r a s h R o o m # 2 w i l l h a v e s i x ( 3 ) - T r a s h r o o m s : D i m e n s i o n s f o r T r a s h R o o m # 2 a r e + / - 1 8 ' - 0 " x 3 5 ' - 0 " ( 6 0 0 s . f . ) - A n 8 ' x 1 0 ' m i n . b u l k y i t e m p i c k - u p a r e a w i l l b e p a i n t e d a n d s t r i p p e d . C o l l e c t i o n w i l l b e v i a c o m m i n g l e d & c o m p a c t e d r e c y c l a b l e a n d s o l i d w a s t e t r a s h c h u t e s l o c a t e d w i t h i n t h e e n c l o s u r e s a t t h e s o u t h e a s t c o r n e r s o f t h e p a r k i n g s t r u c t u r e a t e a c h l e v e l . T h e t r a s h e n c l o s u r e w i l l p r o v i d e f o r a t o t a l n u m b e r o f n i n e 3 - y a r d t r a s h b i n s o n - s i t e f o r t w o t i m e s a w e e k p i c k u p . T r a s h e n c l o s u r e w i l l h a v e m u l t i p l e 3 - y a r d b i n s t h a t w i l l s u p p o r t a t w o t r a s h c h u t e f o r t r a s h . T e n a n t s w i l l n o t a c c e s s t h e e n c l o s u r e s d i r e c t l y , b u t t h r o u g h t r a s h - c h u t e r o o m s l o c a t e d a t e v e r y l e v e l o f t h e b u i l d i n g o f f t h e r e s i d e n t i a l c o r r i d o r s . T h e t r a s h c h u t e s w i l l c o n t a i n a m e c h a n i s m t h a t w i l l a l l o w c o m p l e t e s h u t - o f f i n o r d e r t o r e m o v e / r e p l a c e t h e b i n s a s t h e y r e q u i r e e m p t y i n g a n d l i m i t a c c e s s t o a l l o t h e r f l o o r s w h e n a n y o n e c h u t e d o o r i s o p e n e d . A p o r t e r w i l l b e r e q u i r e d t o m o n i t o r t h e t r a s h l e v e l s t h r o u g h o u t t h e d a y a s a p a r t o f d a i l y d u t i e s . A v e h i c l e a p p r o p r i a t e f o r t o w i n g t r a s h b i n s w i l l b e p a r t o f c o n t r a c t i n g w i t h t h e s e r v i c e p r o v i d e r . S t a g i n g A r e a T h e S t a g i n g A r e a i s w h e r e t h e c o l l e c t i o n o f a l l b i n s w i l l t a k e p l a c e a n d w h e r e t h e h a u l e r ( t r a s h t r u c k ) w i l l p i c k - u p t h e b i n s . A d d i t i o n a l l y , a m i n . 8 ' x 1 0 ' l o c a t i o n f o r b u l k y i t e m s t o r a g e w i l l b e p r o v i d e d a t t h e t r a s h r o o m . P r o p e r t y M a n a g e m e n t p e r s o n n e l w i l l r e t r i e v e b u l k y i t e m s f r o m t h e s t o r a g e a r e a a n d t r a n s p o r t t o t h e s t a g i n g a r e a a l o n g t h e p r o j e c t d r i v e w a y . B u l k y i t e m s w i l l n o t b l o c k t h e a c c e s s t o t h e b i n s i n t h e s t a g i n g a r e a . M a i n t e n a n c e o f T r a s h R o o m s T h e m a i n t e n a n c e o f t h e t r a s h r o o m s w i l l b e m o n i t o r e d a n d m a n a g e d b y P r o p e r t y M a n a g e m e n t . R o l l O u t S e r v i c e a n d P i c k - u p C o l l e c t i o n b i n s w i l l b e m o v e d f r o m t h e t r a s h r o o m o n L e v e l 1 o f t h e p a r k i n g s t r u c t u r e w i t h a n a p p r o p r i a t e r e t r i e v a l v e h i c l e ( s t i n g e r - t r u c k ) . T h e p r o p e r t y o w n e r w i l l c o n t r a c t f o r t h e p r o p e r t y m a n a g e m e n t c o m p a n y t o p r o v i d e o n - s i t e t r a s h m a n a g e m e n t t o e n s u r e t h a t f u l l b i n s a r e r e p l a c e d w i t h e m p t y o n e s . A S e r v i c e P r o v i d e r w i l l b e c o n t r a c t e d b y t h e p r o p e r t y o w n e r t o e m p t y t h e b i n s a s n e c e s s a r y p e r s c h e d u l e . T h e r e n t a l / o w n e r s h i p o f t h e b i n s a n d t h e t r a s h s e r v i c e f o r t h e t e n a n t s w i l l b e p a i d f o r b y t h e b u i l d i n g o w n e r . T h e S e r v i c e P r o v i d e r w i l l b e c o n t r a c t e d t o p r o v i d e s t i n g e r - t r u c k s e r v i c e f o r c o n v e y a n c e o f b i n s t o t h e s t a g i n g a r e a a n d c o l l e c t i o n o f b i n s f r o m t h e s t a g i n g a r e a . T h e b u i l d i n g o w n e r w i l l a l s o p a y f o r s e w e r a n d s t r e e t s w e e p i n g s e r v i c e s . S A T E L L I T E T R A S H R O O M SATELLITE TRASH ROOMEXISTING HO T E L S I T E N.A. P . B.N.S.F. R.R. E X I S T . O F F I C E B L D G . S I T E S T I N G E R T R U C K R O U T E L E G E N D 2 5 0 ' M A X . T R A V E L D I S T A N C E T O N E A R E S T T R A S H R O O M T R A S H R O O M N O T E S : 1 . P r o p e r t y M a n a g e m e n t i s t o p r o v i d e a d d i t i o n a l t r a s h r e c e p t a c l e s t h r o u g h o u t t h e c o r r i d o r s y s t e m a n d c o m m o n a r e a s f o r r e s i d e n t u s e a n d c o n v e n i e n c e . 2 . T r a s h S t a g i n g a n d L o a d i n g o p e r a t i o n s w i l l o c c u r a t t h e o n s i t e l o a d i n g a r e a s . N o r e s i d e n t m o v e - i n s o r l o a d i n g a c t i v i t y w i l l b e s c h e d u l e d d u r i n g t r a s h p i c k - u p t i m e s a n d w i l l b e c o o r d i n a t e d w i t h P r o p e r t y M a n a g e m e n t . 3 . O n e ( 1 ) 6 4 g a l l o n w h e e l e d c a r t w i l l b e p r o v i d e d i n e a c h i n t e r m e d i a t e t r a s h r o o m f o r s o l i d w a s t e , r e c y c l e d t r a s h , a n d o r g a n i c w a s t e . P r o p e r t y M a n a g e m e n t w i l l m o n i t o r t r a s h l e v e l s i n t h e i n t e r m e d i a t e t r a s h r o o m a n d e m p t y w h e n n e e d e d . 4 . A l l w a s t e f r o m t h e t r a s h r o o m s l o c a t e d i n t h e P a r k i n g S t r u c t u r e w i l l b e c o m p a c t e d w i t h a n ' i n - c h u t e ' t r a s h c o m p a c t o r . B i n s o r c o m p a c t e d t r a s h b i n s w i l l h a v e b o t t o m c h a n n e l s t o f a c i l i t a t e s e r v i c i n g o f b i n s . 5 . P r o p e r t y m a n a g e m e n t w i l l p r o v i d e s i g n a g e a t T r a s h S t a g i n g / L o a d i n g A r e a p r o h i b i t i n g t e n a n t s o r g u e s t s f r o m p a r k i n g i n t h o s e a r e a s . 12'-0"PROPOSED MULTI-USEBIKE PATH TO BECONSTRUCTED BY THELINK OC DEVELOPER PERTHE AMC AND ANAHEIMCANYON SPECIFIC PLAN N . P A C I F I C E N T E R D R . RAMP 5% MAX. B U L K I T E M S 8 ' X 1 0 ' P O W E R U N I T T R A S H C O L L E C T I O N # 2 M E C H . R O O M E L E C . R O O M M A I N T E N A N C E O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L R A M P 5 % M A X . R A M P 1 0 % M A X . R A M P 5 % M A X . U P O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 8'-6" TYP. B 3 A 2 REF.DWA1A2A2A2A2 A1/B2 RE F . DW B 2 REF.DW A1 RE F . DW A 1 S 1 REF.DW A1REF.DWA1 REF.DWA1/B2 REF.DW A1/B2 REF.DWA1/B2 REF.DW A1/B2REF.DW ELEC.ROOM A 1 / B 2 RE F . DW E L E C . R O O M A 1 / B 2 RE F . DW E L E C . R O O M O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L R E F . D W A 1 / B 2 R E F . D W A 1 / B 2 B 1 A 2 1 2 L E A S I N G 2 1 4 2 S Q . F T . B 2 A B V P A R K I N G S T R U C T U R E 1 A2 ABV S 1 RE F . DW A 1 B1 B 1 REF.DW A1 REF.DWA1 A 2 COURTYARD T R A S H R M . PASSAGE PASSAGE PASSAGE PASSAGEPASSAGE U T I L . UTIL.UTIL.PASSAGETRASHRM. T R A S H R M . S E T B A C K S E T B A C K SETBACK SETBACK OPENOPEN F I T N E S S 1 5 4 1 S Q . F T . 1 A2 A B V M W 2 1S1 ABV 1 A2 A B V A2 POOLEQUIP. U T I L . 10'-0"5'-0"8'-9" 5'-0" 6'-4" 3 4 ' - 1 1 " 3 7 ' - 1 " 10'-0" 12'-9" P L A Z A A R E A G A T E S G A T E S 6'-4" 3 4 ' - 1 1 " 3 7 ' - 1 " 10'-0" 12'-9" P L A Z A A R E A 10'-0"5'-0"8'-9" 5'-0" U T I L . S1 ABV 1 A2 A B V C L U B 2 1 5 3 S Q . F T . A2 POOLEQUIP. M W (2- S T O R Y V O L U M E ) 2 1 M A I L R O O M S 1 A 1 B1 B 1 A1 A1 A 2 A 1 / B 2 A 1 / B 2 B 1 A 2 1 2 2 L E A S I N G 2 1 4 2 S Q . F T . B 2 A B V P A R K I N G S T R U C T U R E 1 A2 ABV E L E C . R O O M A 1 / B 2 E L E C . R O O M ELEC.ROOM A 1 / B 2 A1/B2 RAMP 5% MAX. B U L K I T E M S 8 ' X 1 0 ' P O W E R U N I T T R A S H C O L L E C T I O N # 2 M E C H . R O O M E L E C . R O O M M A I N T E N A N C E O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L R A M P 5 % M A X . R A M P 1 0 % M A X . R A M P 5 % M A X . U P O T I S G E N 2 3 5 0 0 L B / 2 0 0 F P M 5 ' - 0 " P I T 1 4 ' - 1 1 " O V E R R U N 7 ' - 9 " C A B H E I G H T 1 0 0 ' M A X . T R A V E L 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 8'-6" TYP. B 3 A 2 A1A2A2A2A2 A1/B2 B 2 A1 A 1 S 1 A1A1S1A1/B2 REF.DW A1/B2 A1/B2 A 1 R E F . D W 17'-9"17'-9"11'-2"(1- S T O R Y V O L U M E ) (1- S T O R Y V O L U M E ) ( 2 - S T O R Y V O L U M E ) 10'-8"7'-1" RE F . DW A 1 A 1 S1S1 8 ' - 6 " 18'-0" 5 2 9 S . F . 5 4 0 S . F . 7 1 4 S . F . 6 4 7 S . F . 1 3 5 S . F . 122 S.F. 1 7 3 3 S . F . 7631 S.F.1475 S.F. 3 1 3 S . F . 9 8 6 8 S . F . 9 5 9 S . F . 5 9 8 S . F . PROPOSEDMULTI-USE BIKEPATH TO BECONSTRUCTED BYTHE LINK OCDEVELOPER PERTHE AMC ANDANAHEIM CANYONSPECIFIC PLAN 12'-0"SOUND ATTENUATION WALLS, IF REQUIRED AT THE DOG P A R K , WILL BE PROVIDED TO MITIGATE EXTERIORRECREATION-LEISURESPACE NOISE TO LEVELS BELOW65 D B C N E L . S I T E ' B ' O P E N S P A C E D I A G R A M P L A N A - 6 . 5 Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : 0 N 1 0 ' 2 0 ' 4 0 ' 6 0 ' S C A L E : 1 " = 2 0 ' N O T E : C O M M O N R E C R E A T I O N A L - L E I S U R E A R E A S H A L L H A V E A M I N I M U M D I M E N S I O N O F 1 0 ' - 0 " S H A D E D A R E A S I N D I C A T E C O M M O N R E C R E A T I O N A L - L E I S U R E A R E A S W I T H M I N I M U M D I M E N S I O N O F 1 0 ' - 0 " ( T Y P . ) SHADED AREAS INDICATE COMMONRECREATIONAL-LEISURE AREAS WITHMINIMUM DIMENSION OF 10'-0" (TYP.) E X I S T . O F F I C E B L D G . S I T E A R E A O F A M E N I T Y D E C K A T T O P O F P A R K I N G S T R U C T U R E A R E A O F A M E N I T Y D E C K A T T O P O F P A R K I N G S T R U C T U R E E X I S T I N G H O T E L S I T E N . A . P . RAMP 5% MAX. B U L K I T E M S 8 ' X 1 0 ' P O W E R U N I T T R A S H C O L L E C T I O N # 2 M E C H . R O O M E L E C . R O O M M A I N T E N A N C E R A M P 5 % M A X . R A M P 1 0 % M A X . R A M P 5 % M A X . U P 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 8'-6" TYP. B 3 A 2 REF.DWA1A2A2A2A2 A1/B2 RE F . DW B 2 REF.DW A1 RE F . DW A 1 S1REF.DW A1REF.DWA1 REF.DWA1/B2 REF.DW A1/B2 REF.DWA1/B2 REF.DW A1/B2REF.DW ELEC.ROOM A 1 / B 2 RE F . DW E L E C . R O O M A 1 / B 2 RE F . DW E L E C . R O O M R E F . D W A 1 / B 2 R E F . D W A 1 / B 2 B 1 A 2 1 2 L E A S I N G 2 1 4 2 S Q . F T . B 2 A B V P A R K I N G S T R U C T U R E 1 A2 ABV S 1 RE F . DW A 1 B1 B 1 REF.DW A1 REF.DWA1 A 2 COURTYARD T R A S H R M . PASSAGE PASSAGE PASSAGE PASSAGEPASSAGE U T I L . UTIL.UTIL.PASSAGETRASHRM. T R A S H R M . OPENOPEN FITNESS1541 SQ. FT. 1 A2 ABVMW 2 1S1 ABV 1 A2 ABVA2 POOLEQUIP.UTIL. G A T E S G A T E S UTIL.S1 ABV 1 A2 ABV CLUB2153 SQ. FT.A2 POOLEQUIP.M W(2-STORY VOLUME) 2 1 M A I L R O O M S 1 A 1 B1 B 1 A1 A1 A 2 A 1 / B 2 A 1 / B 2 B 1 A 2 1 2 2 L E A S I N G 2 1 4 2 S Q . F T . B 2 A B V P A R K I N G S T R U C T U R E 1 A2 ABV E L E C . R O O M A 1 / B 2 E L E C . R O O M ELEC.ROOM A 1 / B 2 A1/B2 RAMP 5% MAX. B U L K I T E M S 8 ' X 1 0 ' P O W E R U N I T T R A S H C O L L E C T I O N # 2 M E C H . R O O M E L E C . R O O M M A I N T E N A N C E R A M P 5 % M A X . R A M P 1 0 % M A X . R A M P 5 % M A X . U P 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 8'-6" TYP. B 3 A 2 A1A2A2A2A2 A1/B2 B 2 A1 A 1 S1A1A1S1A1/B2 REF.DW A1/B2 A1/B2 A 1 R E F . D W (1-STORY VOLUME)(1-STORY VOLUME) ( 2 - S T O R Y V O L U M E ) REF.DWA1A1S1S1NOTE: ALL PARKING SHALL BEDOUBLED STRIPED PERANAHEIM STANDARD DETAILS#470 AND #471 WITH 4" LINESUSING WHITE OR YELLOWTRAFFIC BEARING PAINT 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 ' - 6 " 6"6" 12"12" 8'-6"8'-6"8'-6" 2'-0"2'-0" 10'-0" 12'-0" AT DEAD END 6" 8'-6"8'-6"8'-6" 6" AISLE P A R K I N G D I M E N S I O N S F O R S T R U C T U R E S 19'-0" 1'-6"6 " 6 " 9 ' - 0 " 6 " 9 ' - 0 " 7 ' - 6 " ( 5 ' M I N . A U T O S T A L L ) 2 0 ' - 0 " 1 2 ' - 0 " 4 0 ' - 8 " 1 2 ' - 0 " 1 2 ' - 0 " I N I T I A L R A M P S E C T I O N M I N . L E N G T H T R A N S I T I O N 5 % M A X . G R A D E I N I T I A L R A M P S E C T I O N 5 % M A X . G R A D E B R E A K 1 0 % 1 0 % 5 % 1 5 % P A R K I N G S T R U C T U R E R A M P S T A N D A R D S 8'-2" M I N . C E I L I N G H E I G H T S : A C C E S S I B L E L E V E L S : 8 ' - 2 " N O N A C C E S S I B L E : 7 ' - 0 " N O I N T R U S I O N S O F U T I L I T I E S O R F I X T U R E S P E R M I T T E D W I T H I N C L E A R A N C E H E I G H T R E Q U I R E M E N T S H E L I C A L R A M P S S H A L L H A V E A M I N . O U T E R R A D I U S O F 3 5 F E E T 19'-0" 2'-0" 6 " 6 " 8 ' - 6 " 9 ' - 0 " 8 ' - 0 " ( V A N S T A L L ) A C C E S S I B L E P A R K I N G - A T S T R U C T U R E Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : B U I L D I N G ' B ' C O N C E P T U A L B L D G . P L A N - L E V E L 1 S C A L E : 1 " = 2 0 ' 0 1 0 ' 2 0 ' 4 0 ' 6 0 ' 8 0 ' A - 7 . 0 N S T A N D A R D P A R K I N G D E T A I L S S C A L E : 1 " = 2 0 ' B 3 A 2 REF.DWA1A2A2A2A2 RE F . DW B 2 R E F . D W A 1 REF.DW A1 B2 B 2 B 2 B 1 A 2 S 1 RE F . DW A 1 B1 B 1 REF.DW A1 REF.DWA1 T R A S H R M . U T I L . UTIL.UTIL.TRASHRM. T R A S H R M . OPENOPEN 1 A 2 U T I L . U T I L . 1 A 2 B1A1A1 B 3 B 1 P A R K I N G S T R U C T U R E B 2 B 3 A1A2A2A2A2 B 2 A 1 REF.DW A1 B 2 A 1 R E F . D W REF. DW R A M P 5 % M A X . R A M P 1 0 % M A X . R A M P 5 % M A X . RAMP 5% MAX. U P R A M P 5 % M A X . R A M P 5 % M A X . D N 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 1 9 ' - 0 " 2 5 ' - 0 " 1 9 ' - 0 " 8'-6" TYP. REF. DW A 2 A 2 S 1 A 2 B2REF. DW R E F . D W RE F . DW B2REF.DW RE F . DW R E F . D W B 2 R E F . D W B 2 B 2 B 2 RE F . DW L E A S I N G ( D B L V O L U M E ) A 1 A B V B 2 A B V B 2 A B V C L U B ( D B L V O L U M E ) U T I L . REF.DWA1A1S1 RE F . DW A 1 A 1 S1 R E F . D W A 1 A 1 S 1 S 1 S1NOTE: ALL PARK I N G S H A L L B E DOUBLED STRIPE D P E R ANAHEIM STAN D A R D D E T A I L S #470 AND #471 W I T H 4 " L I N E S USING WHITE O R Y E L L O W TRAFFIC BEARIN G P A I N T Newport Beach, CA 92660 (949) 313-2200 c 1 6 - 3 1 9 J O B N O : T h e s e p l a n s a r e c o p y r i g h t p r o t e c t e d . U n d e r s u c h p r o t e c t i o n u n a u t h o r i z e d u s e i s n o t p e r m i t t e d . T h e s e p l a n s s h a l l n o t b e r e p r o d u c e d o r u s e d w i t h o u t w r i t t e n p e r m i s s i o n b y A r c h i t e c t s O r a n g e . 1 - 8 - 1 8 D A T E : PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 1 4 4 N O R T H O R A N G E S T . O R A N G E , C A 9 2 8 6 6 ( 7 1 4 ) 6 3 9 - 9 8 6 0 A R C H I T E C T S O R A N G E 2 0 1 7 A r c h i t e c t s O r a n g e 4000 MacArthur Blvd. #110 N e w p o r t B e a c h , C A 9 2 6 6 0 ( 9 4 9 ) 3 1 3 - 2 2 0 0 P A C I F I C C E N T E R A C Q U I S I T I O N S P A R T N E R S I I L L C 4 0 0 0 M a c A r t h u r B l v d . # 1 1 0 RETAIL: R E S I D E N T I A L & O F F I C E : B U I L D I N G ' B ' C O N C E P T U A L B L D G . P L A N - L E V E L 2 S C A L E : 1 " = 2 0 ' 0 1 0 ' 2 0 ' 4 0 ' 6 0 ' 8 0 ' A - 7 . 1 N B3 A2 R E F . D W A1A2 A2 A2 A2 B2A1 R E F . D W A1 B2 B1 A2 S1 A1 B1 B1 RE F . DW A1 R E F . D W A1 TRASH RM. UTIL. UTIL. UTIL. TRASH RM. TRASH RM. OP E N OP E N A2 UTIL.UTIL. A2 B1 A1 A1 B3 B1 PARKING STRUCTURE B2 B3 A1A2 A2 A2 A2 B2A1 R E F . D W A1 B2 R E F . D W A2 A2 S1 A2 B2 R E F . D W B2 B2 B2B2 B2 LEVEL 3 & 4 RAMP 5% MAX. RAMP 10% MAX. RAMP 5% MAX. RA M P 5% M A X . UP RAMP 5% MAX. RAMP 5% MAX.DN 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0" 8' - 6 " TY P . R E F . D W A1 REF. DW B2 RE F . DW RE F . DW B2 B2A1 R E F . D W R E F . D W REF. DW REF. DW R E F . D W R E F . D W REF. DW UTIL. REF. DW R E F . D W REF. DW RE F . DW R E F . D W A1A1 S1 R E F . D W A1A1 S1 B2 REF. DW REF. DW A1A1 S1S1 S1 NOTE: ALL PARKING SHALL BE DOUBLED STRIPED PER ANAHEIM STANDARD DETAILS #470 AND #471 WITH 4" LINES USING WHITE OR YELLOW TRAFFIC BEARING PAINT Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 1-8-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2017 Architects Orange 4000 MacArthur Blvd. #110 Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC 4000 MacArthur Blvd. #110 RETAIL:RESIDENTIAL & OFFICE: BUILDING 'B' CONCEPTUAL BLDG. PLAN - LEVEL 3 & 4 SCALE: 1" = 20' 0 10'20'40'60'80' A-7.2 N REF. DW UP B3 A2 R E F . D W A1A2 A2 A2 A2 B2A1 R E F . D W A1 B2 A2 S1 A1 B1 B1 RE F . DW A1 R E F . D W A1 TRASH RM. UTIL. UTIL. UTIL. TRASH RM. TRASH RM. OP E N OP E N A2 UTIL.UTIL. A2 B1 A1 A1 B3 B1-L PARKING STRUCTURE B2 B3 A1A2 A2 A2 A2 B2A1 R E F . D W A1 B2-L R E F . D W A2 A2 S1 A2 B2 R E F . D W B2 B2-L B2-L B2 RAMP 5% MAX. RAMP 10% MAX. RAMP 5% MAX. RA M P 5% M A X . UP RAMP 5% MAX. RAMP 5% MAX.DN 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0" 8' - 6 " TY P . R E F . D W A1 REF. DW B2 RE F . DW RE F . DW B2 B2-LA1-L R E F . D W R E F . D W REF. DW REF. DW R E F . D W UTIL. RE F . DW A1-LS1 A1-LS1 R E F . D W U P R E F . D W U P R E F . D W U P REF. DW UP B2-L A1-L S1S1 S1 REF. DW UP REF. DW UP R E F . D W U P REF. DW UP NOTE: ALL PARKING SHALL BE DOUBLED STRIPED PER ANAHEIM STANDARD DETAILS #470 AND #471 WITH 4" LINES USING WHITE OR YELLOW TRAFFIC BEARING PAINT Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 1-8-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2017 Architects Orange 4000 MacArthur Blvd. #110 Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC 4000 MacArthur Blvd. #110 RETAIL:RESIDENTIAL & OFFICE: BUILDING 'B' CONCEPTUAL BLDG. PLAN - LEVEL 5 SCALE: 1" = 20' 0 10'20'40'60'80' A-7.3 N ROOFTOP MECHANICAL EQUIPMENT CONCEALED FROM EXTERIOR VIEW BY PERIMETER PARAPET WALLS (TYP.) ROOFTOP MECHANICAL EQUIPMENT CONCEALED FROM EXTERIOR VIEW BY PERIMETER PARAPET WALLS (TYP.) PROVIDE ROOF-TOP STAIR ACCESS (TYP.) BUILT UP ROOFING (TYP.) 5 STORY TYPE III-A ROOFTOP MECHANICAL EQUIPMENT CONCEALED FROM EXTERIOR VIEW BY PERIMETER PARAPET WALLS (TYP.) ROOFTOP MECHANICAL EQUIPMENT CONCEALED FROM EXTERIOR VIEW BY PERIMETER PARAPET WALLS (TYP.) ELEVATOR TOWER BUILT UP ROOFING (TYP.) 5 STORY TYPE III-A PROVIDE ROOF-TOP STAIR ACCESS (TYP.) RAMP 5% MAX. RAMP 10% MAX. RAMP 5% MAX. RA M P 5% M A X . RAMP 5% MAX.DN 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0" 8' - 6 " TY P . 8' - 6 " TY P . TRASH RM. OP E N OP E N PARKING STRUCTURE B2-LA1-LB2-LA1-L A1-L DNDN DN DNDN DN B1-L B2-L B2-L B2-L A1-L D N D N D N D N PROVIDE ROOF-TOP STAIR ACCESS (TYP.) NOTE: ALL PARKING SHALL BE DOUBLED STRIPED PER ANAHEIM STANDARD DETAILS #470 AND #471 WITH 4" LINES USING WHITE OR YELLOW TRAFFIC BEARING PAINT Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 1-8-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2017 Architects Orange 4000 MacArthur Blvd. #110 Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC 4000 MacArthur Blvd. #110 RETAIL:RESIDENTIAL & OFFICE: BUILDING 'B' MEZZANINE/ROOF PLAN SCALE: 1" = 20' 0 10'20'40'60'80' A-7.4 RAISED PARAPET MECHANICAL EQUIPMENT MECHANICAL EQUIPMENT SHIELDED FROM STREET LEVEL VIEWS UNIT INTERIOR LINE O F S I G H T N ROOF BELOW ROOF BELOW ROOF BELOW ROOF BELOW AMENITY DECK 9868 SF 8' - 6 " TY P . TRASH RM. OP E N OP E N PARKING STRUCTURE BUILT UP ROOFING (TYP.) BUILT UP ROOFING (TYP.) BUILT UP ROOFING (TYP.) BUILT UP ROOFING (TYP.) SEE LANDSCAPE SHEETS FOR AMENITY LAYOUT Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 1-8-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2017 Architects Orange 4000 MacArthur Blvd. #110 Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC 4000 MacArthur Blvd. #110 RETAIL:RESIDENTIAL & OFFICE: BUILDING 'B' CONCEPTUAL BLDG. PLAN - AMENITY DECK SCALE: 1" = 20' 0 10'20'40'60'80' A-7.5 N LEVEL 2 LEVEL 3 LEVEL 6 (+10'-1") (+20'-2") (+30'-3")LEVEL 4 LEVEL 5(+40'-4") (+50'-5") 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 8' - 0 " LEVEL 2 LEVEL 3 LEVEL 6 (+10'-1") (+20'-2") (+30'-3")LEVEL 4 LEVEL 5 (+40'-4") (+50'-5") 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 12 ' - 8 " ROOF (+63'-1") 77 ' - 8 " MAX. HT.(+77'-8") ROOF(+58-5") LEVEL 2 LEVEL 3 LEVEL 6 (+10'-1") (+20'-2") (+30'-3")LEVEL 4 LEVEL 5 (+40'-4") (+50'-5") 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 15 ' - 1 0 " ROOF (+66'-2") LEVEL 2 LEVEL 3 LEVEL 6 (+10'-1") (+20'-2") (+30'-3")LEVEL 4 LEVEL 5(+40'-4") (+50'-5") 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 1 " 1 2 ' - 8 " ROOF(+63'-1") 77 ' - 7 " MAX. HT.(+77'-7") A-8.0 KEY MAP N.T.S. N Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 1-8-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2017 Architects Orange 4000 MacArthur Blvd. #110 Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC 4000 MacArthur Blvd. #110 RETAIL:RESIDENTIAL & OFFICE: 1 2 1. NORTH ELEVATION 2. EAST ELEVATION MATERIAL/COLOR LEGEND 1 EXTERIOR PLASTER FINISH 2 STONE VENEER 3 BRICK VENEER 4 VINYL WINDOWS 5 ALUMINUM STOREFRONT 6 PERFORATED PANEL RAILING 7 METAL RAILING 8 METAL AWNINGS 9 DECORATIVE METAL PANELS STORM SHUTTERS SITE 'B' - CONCEPTUAL ELEVATIONSVIEW FROM PACIFICENTER DR.VIEW FROM METROLINK PLATFORM SCALE: 1/8" = 1' 0 342 175 34 2175 0 4'8'16'24' 6 8 68 10 9 10 LEVEL 2 LEVEL 3 LEVEL 6 (+10'-1") (+20'-2") (+30'-3")LEVEL 4 LEVEL 5(+40'-4") (+50'-5") 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 11 ' - 1 1 " LEVEL 2 LEVEL 3 LEVEL 6 (+10'-1") (+20'-2") (+30'-3")LEVEL 4 LEVEL 5 (+40'-4") (+50'-5") 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 12 ' - 8 " ROOF (+63'-1") 77 ' - 8 " MAX. HT.(+77'-8") ROOF(+62'-4") LEVEL 2 LEVEL 3 LEVEL 6 (+10'-1") (+20'-2") (+30'-3")LEVEL 4 LEVEL 5(+40'-4") (+50'-5") 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 1 " 1 2 ' - 8 " ROOF(+63'-1") LEVEL 2 LEVEL 3 LEVEL 6 (+10'-1") (+20'-2") (+30'-3")LEVEL 4 LEVEL 5 (+40'-4") (+50'-5") 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 12 ' - 3 " ROOF (+66'-4") 76 ' - 7 " MAX. HT.(+77'-7") A-8.1 3. SOUTH ELEVATION Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 1-8-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2017 Architects Orange 4000 MacArthur Blvd. #110 Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC 4000 MacArthur Blvd. #110 RETAIL:RESIDENTIAL & OFFICE: 3 4 4. WEST ELEVATION KEY MAP N SITE 'B' - CONCEPTUAL ELEVATIONSVIEW FROM PACIFICENTER DR.VIEW LOOKING NORTH EAST SCALE: 1/8" = 1' 00 4'8'16'24' 3421 75 34 217 6 8 8 9 MATERIAL/COLOR LEGEND 1 EXTERIOR PLASTER FINISH 2 STONE VENEER 3 BRICK VENEER 4 VINYL WINDOWS 5 ALUMINUM STOREFRONT 6 PERFORATED PANEL RAILING 7 METAL RAILING 8 METAL AWNINGS 9 DECORATIVE METAL PANELS STORM SHUTTERS10 9 10 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " UNIT-1 UNIT-2 UNIT-3 UNIT-4 UNIT-5 ROOF C. C. C. C. C. UNIT-1 UNIT-2 UNIT-3 UNIT-4 UNIT-5 ROOF C. C. C. C. C. CLUBHOUSE UNIT-3 UNIT-4 UNIT-5 ROOF C. C. C. C. C. LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 6 PR O P E R T Y L I N E PR O P E R T Y L I N E 8' - 1 1 " LEVEL 7 56 ' - 1 " 74 ' - 4 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 10 ' - 1 " 9' - 1 " 55 ' - 8 " 20 ' - 2 " 10 ' - 1 " 10 ' - 1 " 9' - 1 " 65 ' - 0 " 71 ' - 6 " RESIDENTIAL COURTYARD RESIDENTIAL BEYOND RESIDENTIAL PARKING STRUCTURE OPEN RESIDENTIAL COURTYARD RESIDENTIAL BEYOND ELEVATOR TOWER STAIR TOWER MECHANICAL UNITS (TYP.)STAIR TOWER MECHANICAL UNITS (TYP.) LIN E O F S I G H T LIN E O F S I G H T N. PACIFICENTER DR.BIKE PATH UNIT-1 UNIT-2 UNIT-3 UNIT-4 UNIT-5 ROOF C. C. C. C. C. PR O P E R T Y L I N E LEVEL 1 LEVEL 2 LEVEL 3 LEVEL 4 LEVEL 5 LEVEL 7 PR O P E R T Y L I N E 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 1 " 1 0 ' - 1 " 8 ' - 6 " 1 0 ' - 1 " LEVEL 6 8 ' - 1 1 " 6 4 ' - 9 " 7 3 ' - 5 " 1 2 ' - 1 " 72 ' - 0 " AMENITY DECK MEZZANINEA. 8 ' - 5 " STAIR TOWER MECHANICAL UNITS (TYP.) LI N E O F S I G H T LI N E O F S I G H T PARKING STRUCTURE RESIDENTIAL RESERVED FOR BIKE PATH RA M P 5% M A X . BULK ITEMS8'X10' POWERUNIT TRASH COLLECTION #2 MECH.ROOM ELEC.ROOMMAINTENANCE RAMP 5% MAX. RAMP 10% MAX. RAMP 5% MAX.UP 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0" 8' - 6 " TY P . SETBACK SETBACK SE T B A C K SE T B A C K PLAZA AREAPLAZA AREA RA M P 5% M A X . BULK ITEMS8'X10' POWERUNIT TRASH COLLECTION #2 MECH.ROOM ELEC.ROOMMAINTENANCE RAMP 5% MAX. RAMP 10% MAX. RAMP 5% MAX.UP 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0" 8' - 6 " TY P . NOTE: ALL PARKING SHALL BE DOUBLED STRIPED PER ANAHEIM STANDARD DETAILS #470 AND #471 WITH 4" LINES USING WHITE OR YELLOW TRAFFIC BEARING PAINT SITE 'B' BUILDING SECTIONS A-9.0 RAISED PARAPET MECHANICAL EQUIPMENT MECHANICAL EQUIPMENT SHIELDED FROM STREET LEVEL VIEWS UNIT INTERIOR LINE O F S I G H T SECTION A-A SCALE: 1" = 20' 0 10'20'40'60' KEY MAP N Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 1-8-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2017 Architects Orange 4000 MacArthur Blvd. #110 Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC 4000 MacArthur Blvd. #110 RETAIL:RESIDENTIAL & OFFICE: SECTION B-B B B AA N.T.S. UNIT S1 STUDIO - 1 BATH UNIT AREA: 572 SQ. FT. PATIO/BALCONY: 76 SQ. FT. 8'-4" X 9'-2" PATIO/BALC. DW P. REF. W.I.C. BATH L. KITCHEN 100 CU.FT. STOR. LIVING 10'-9" X 11'-0" SLEEPING NICHE 9'-10" X 10'-7" UNIT A1 1 BEDROOM - 1 BATH UNIT AREA: 745 SQ. FT. PATIO/BALCONY: 71 SQ. FT. REF. DW W/D W.I.C. P. KITCHEN BEDROOM 11'-2" X 11'-6" 12'-10" X 18-3" LIVING/DINING PATIO/BALC. 8'-8" X 8'-2"100 CU.FT. STOR. L. BATH W & DP. KITCHEN REF. BATH DINING LIVING 13'-2" X 15'-9"BEDROOM 11'-6" X 12'-0" PATIO/BALC. 8'-0" X 9'-4" DW UNIT A2 1 BEDROOM - 1 BATH UNIT AREA: 749 SQ. FT. PATIO/BALC: 75 SQ. FT. L. COATS WIC ENTRY 100 CU.FT. STOR. UNIT A3 1 BEDROOM - 1 BATH UNIT AREA: 743 SQ. FT. PATIO/BALCONY: 70 SQ. FT. W.I.C. BEDROOM 13'-0" X 11'-0" 14'-0" X 13-6" LIVING/DINING PATIO/BALC. 10'-0" X 7'-1" 100 CU.FT. STOR. BATH DW REF. KITCHEN L. CO A T S L. 8' - 0 " *NOTE: 8' MIN. DIMENSION AT GROUND FLOOR UNITS (TYP.) UNIT A1 - LOFT 1 BEDROOM - 1 BATH 1ST FLOOR: 745 SQ. FT. LOFT: 126 SQ. FT. TOTAL: 871 SQ. FT.. PATIO/BALCONY: 71 SQ. FT. REF. DW W/D P. KITCHEN BEDROOM 11'-2" X 11'-6" 12'-10" X 18-3" LIVING/DINING PATIO/BALC. 8'-8" X 8'-2"100 CU.FT. STOR. UP D N FCU STORAGE 6'-11" CLG.SHELF STORAGE 11'-2"X10'-1" OPEN TO BELOW W & DP. KITCHEN REF. BATH DINING LIVING 13'-2" X 15'-9" BEDROOM 12'-0" X 13'-0" PATIO/BALC. 8'-0" X 9'-4" DW UNIT A2 - LOFT 1 BEDROOM - 1 BATH 1ST FLOOR: 749 SQ. FT.. LOFT: 119 SQ. FT. TOTAL: 868 SQ. FT.. PATIO/BALC: 73 SQ. FT.. L. ENTRY 100 CU.FT. STOR. UP CL O S E T LOFT 12'-8" X 10'-5" D N STOR. 6'-11" CLG. FCU OPEN TO BELOW A-10.0 Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 1-8-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2017 Architects Orange 4000 MacArthur Blvd. #110 Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC 4000 MacArthur Blvd. #110 RETAIL:RESIDENTIAL & OFFICE: CONCEPTUAL UNIT PLANS NOTE:PER SECTION 18.06.100 PRIVATE PATIOS AT GROUND FLOOR UNITS SHALL BE NOT LESS THAN 100 S.F. WITH A MINIMUM DIMENSION OF 8'-0". PRIVATE BALCONIES LOCATED ENTIRELY ABOVE THE GROUND FLOOR SHALL NOT BE LESS THAN 70 S.F. WITH A MINIMUM DIMENSION OF 7'-0" SITE A PRIVATE OPEN SPACE SITE B PRIVATE OPEN SPACE SCALE: 1/8" = 1'-0" 0'4'8'16'24' UNIT B1 2 BEDROOM - 2 BATH UNIT AREA: 898 SQ. FT. PATIO/BALCONY: 71 SQ. FT. P. KITCHEN DW REF.W/D 10'-2" X 7'-0" PATIO/BALC. 11'-0" X 11'-8" BEDROOM11'-0" X 11'-4" BEDROOM 13'-10" X 17'-6" LIVING/DINING BATH BATH W.I.C. L. 100 C.F. STOR. L. 8' - 0 " *NOTE: 8' MIN. DIMENSION AT GROUND FLOOR UNITS (TYP.) UNIT A4 1 BEDROOM - 1 BATH UNIT AREA: 793 SQ. FT. PATIO/BALCONY: 134 SQ. FT. D W P . REF. KITCHEN W.I.C. LIVING/DINING 14'-0" X 12-4" ±18'-0" X 7'-0" PATIO/BALC.BEDROOM 11'-7" X 11'-5" BATH W/D UTIL. L. L. CO A T S SH E L F 100 CU.FT. STOR. 8' - 0 " *NOTE: 8' MIN. DIMENSION AT GROUND FLOOR UNITS UNIT B2 - LOFT 2 BEDROOM - 2 BATH FIRST FLOOR: 1074 SQ. FT. LOFT: 126 SQ. FT. TOTAL: 1200 SQ. FT. PATIO/BALCONY: 71 SQ. FT. REF. DW W/D P. KITCHEN BEDROOM 11'-2" X 11'-6" 12'-10" X 18-3" LIVING/DINING PATIO/BALC. 8'-8" X 8'-2"100 CU.FT. STOR. L. BEDROOM 11'-0" X 11'-8" W.I.C. BATH UP D N FCU STORAGE 6'-11" CLG.SHELF STORAGE 11'-2"X10'-1" OPEN TO BELOW UNIT B2 2 BEDROOM - 2 BATH UNIT AREA: 1074 SQ. FT. PATIO/BALCONY: 71 SQ. FT. REF. DW W/D W.I.C. P. KITCHEN BEDROOM 11'-2" X 11'-6" 12'-10" X 18-3" LIVING/DINING PATIO/BALC. 8'-8" X 8'-2"100 CU.FT. STOR. L. BATH L. BEDROOM 11'-0" X 11'-8" W.I.C. BATH UNIT B1 - LOFT 2 BEDROOM - 2 BATH UNIT AREA: 898 SQ. FT. LOFT: 103 SQ. FT. TOTAL: 1001 SQ. FT. PATIO/BALCONY: 71 SQ. FT. P. KITCHEN DW REF.W/D 10'-2" X 7'-0" PATIO/BALC. 11'-0" X 11'-8" BEDROOM11'-0" X 11'-4" BEDROOM 10'-10" X 17'-6" LIVING/DINING BATH BATH W.I.C. 100 C.F. STOR. L.W.I.C. UP FCU OPEN TO BELOW OPEN TO BELOW DN A-10.1 Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 1-8-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2017 Architects Orange 4000 MacArthur Blvd. #110 Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC 4000 MacArthur Blvd. #110 RETAIL:RESIDENTIAL & OFFICE: CONCEPTUAL UNIT PLANS SCALE: 1/8" = 1'-0" NOTE:PER SECTION 18.06.100 PRIVATE PATIOS AT GROUND FLOOR UNITS SHALL BE NOT LESS THAN 100 S.F. WITH A MINIMUM DIMENSION OF 8'-0". PRIVATE BALCONIES LOCATED ENTIRELY ABOVE THE GROUND FLOOR SHALL NOT BE LESS THAN 70 S.F. WITH A MINIMUM DIMENSION OF 7'-0" SITE A PRIVATE OPEN SPACE SITE B PRIVATE OPEN SPACE 0'4'8'16'24' BEDROOM 11'-0" X 11'-0" BEDROOM 12'-0" X 11'-0" REF. DW P. 13'-6" X 20-8" LIVING/DINING KITCHEN COATS L. 100 C.F. STOR. PATIO/BALC. 10'-0" X 7'-0" W.I.C. W.I.C. UNIT B4 2 BEDROOM - 2 BATH UNIT AREA: 1135 SQ. FT. PATIO/BALCONY: 70 SQ. FT. 8' - 0 " *NOTE: 8' MIN. DIMENSION AT GROUND FLOOR UNITS (TYP.) W.I.C. 100 C.F. STOR. 15'-0" X 7'-0" PATIO/BALC. 11'-0" X 12'-0" BEDROOM 14'-7" X 20'-0" LIVING/DINING COATS 11'-0" X 12'-8" BEDROOM W/D BATH BATH P. REF. DW L. W.I.C. L. UNIT B5 1 BEDROOM - 1 BATH UNIT AREA: 1029 SQ. FT. PATIO/BALCONY: 103 SQ. FT. 8' - 0 " *NOTE: 8' MIN. DIMENSION AT GROUND FLOOR UNITS (TYP.) W.I.C. 100 C.F. STOR. 15'-0" X 7'-0" PATIO/BALC. 11'-0" X 12'-0" BEDROOM 14'-7" X 20'-0" LIVING/DINING 11'-0" X 10'-8" BEDROOM W/D BATH BATH P. REF. DW L. UNIT B5 - LOFT 1 BEDROOM - 1 BATH 1ST FLOOR: 1032 SQ. FT. LOFT: 125 SQ. FT. TOTAL: 1,154 SQ. FT. PATIO/BALCONY: 103 SQ. FT. UP W & DP. KITCHEN REF. BATH DINING LIVING 13'-2" X 15'-9"BEDROOM 11'-6" X 12'-0" PATIO/BALC. 8'-0" X 9'-4" DW UNIT B3 2 BEDROOM - 2 BATH UNIT AREA: 1055 SQ. FT. PATIO/BALC: 75 SQ. FT. L. COATS WIC ENTRY 100 CU.FT. STOR. BEDROOM 11'-0" X 12'-2" WIC BATH DN FCUSTORAGE (6'-11" CLG) 10'-10" X 10'-2" LOFT OPEN TO BELOW OPEN TO BELOW BEDROOM 11'-0" X 11'-0" BEDROOM 11'-0" X 12'-10" REF. DW P. 13'-6" X 18-10" LIVING/DINING KITCHEN 100 C.F. STOR. PATIO/BALC. 10'-0" X 7'-0" W.I.C. UNIT B4 - LOFT 2 BEDROOM - 2 BATH FIRST FLOOR: 1140 SQ. FT. LOFT: 161 SQ. FT. TOTAL: 1301 SQ. FT. PATIO/BALCONY: 70 SQ. FT. L.W.I.C. W/D UP FCU D N STORAGE 6'-11" CLG. LOFT 12'-10"X13-'0" OPEN TO BELOW Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 1-8-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2017 Architects Orange 4000 MacArthur Blvd. #110 Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC 4000 MacArthur Blvd. #110 RETAIL:RESIDENTIAL & OFFICE: CONCEPTUAL UNIT PLANS SCALE: 1/8" = 1'-0" NOTE:PER SECTION 18.06.100 PRIVATE PATIOS AT GROUND FLOOR UNITS SHALL BE NOT LESS THAN 100 S.F. WITH A MINIMUM DIMENSION OF 8'-0". PRIVATE BALCONIES LOCATED ENTIRELY ABOVE THE GROUND FLOOR SHALL NOT BE LESS THAN 70 S.F. WITH A MINIMUM DIMENSION OF 7'-0" SITE A PRIVATE OPEN SPACE SITE B PRIVATE OPEN SPACE A-10.2 0'4'8'16'24' 1-8-18 1-8-18 1-8-18 POWERUNIT R E F . D W PLAZA AREA T5 T6 T4 PLAZA AREA POWERUNIT R E F . D W RAMP5% MAX.UP RA M P 5% M A X . RAMP5% MAX. PO W E R UN I T BULKITEMS8'X10' TRASHCOLLECTION#1 MECH.ROOM ELEC.ROOMMAINTENANCE MECH.ROOM R E F. D W E . R O O M & R O O F A C C E S S AMENITY DECK5834 S.F. L 3 3 3 2 2 LI LI LI LI LI LI LI L L L L L L L L L L L L L L L L L L L L L L L L L R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. LA PALMA A V E N U E RESIDENTIAL BLDG SITE 'A' LI M I T O F W O R K L I M I T O F W O R K LIMIT OF W O R K L I M I T O F W O R K T U S T I N A V E N U E LI M I T O F W O R K LIMIT OF WORK LIMIT OF W O R K N.A.P. SEE SHEET L-4A & L-4B: PROJECT ENTRY DRIVE AT LA PALMA AVE. SEE SHEET L-9: AMENITY ROOF DECK SEE SHEET L-7: SITE 'A' COURTYARD #2 SEE SHEET L-8: SITE 'A RECREATIONAL AREA SEE SHEET L-5: OFFICE PLAZA & PROJECT INTERSECTION SEE SHEET L-13: AMENITY ROOF DECK SEE SHEET L-10: LEASING OFFICE ENTRY SEE SHEET L-11: SITE 'B' RECREATIONAL AREA SEE SHEET L-3A & L-3B: PROJECT ENTRY AT TUSTIN AVE. SEE SHEET L-14: RETAIL PAD P A C I F I C C E N T E R D R I V E PACIFIC CENTER D R I V E RETAIL PAD RESIDENTIAL BLDG SITE 'B' OFFICE & SITE IMPROVEMENTS EXISTING RETAIL SEE SHEET L-12: DOG PARK LIMIT OF WO R K SEE SHEET L-6: MOTOR COURT & COURTYARD #1 PROPOSED MULTI-USE BIKE PATH TO BE CONSTRUCTED BY THE LINK OC DEVELOPER PER THE AMC AND ANAHEIM CANYON SPECIFIC PLAN 12'-0" 12'-0" 12'-0" CLR PALM TREES IN TREE GRATES 17'-8" 1 2 ' - 0 " PROPOSED MULTI-USE BIKE PATH TO BE CONSTRUCTED BY THE LINK OC DEVELOPER PER THE AMC AND ANAHEIM CANYON SPECIFIC PLAN 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-1 N SCALE: 1" = 70'-0" 0 35'70'140'210' LANDSCAPE TABULATION TOTAL SITE AREA: 12.5 ACRES (CALCULATIONS BELOW EXCLUDES ADJACENT LANDOWNER'S PROPERTY, EXISTING RETAIL CENTER, PARKING LOT SURFACES, BUILDINGS, AND RIGHT-OF-WAY) RESIDENTIAL BLDG. SITE 'A'HARDSCAPE SQ. FT.SOFTSCAPE SQ. FT. MOTOR COURT 2,920 416 COURTYARD #1 480 860 COURTYARD #2 2,030 1,790 RECREATIONAL AREA 4,500 1,955 AMENITY ROOF DECK 4,115 965 SUB-TOTAL:14,045 5,986 RESIDENTIAL BLDG. SITE 'B' LEASING OFFICE ENTRY 1,585 960 DOG PARK 1,150 N/A RECREATIONAL AREA 5,160 2,570 AMENITY ROOF DECK 7,705 1,445 SUB-TOTAL:15,600 4,975 RETAIL PAD ENTRY AND SERVICE 2,175 5,645 DINING PATIO 360 N/A SUB-TOTAL:2,535 5,645 OFFICE PLAZA OFFICE AND OFFICE PLAZA 15505 5,310 PARKING LOT N/A 4,695 SUB-TOTAL:15,505 10,005 PACIFIC CENTER DRIVE IMPROVEMENTS, BIKE LANE, & PERIMETER LANDSCAPE IMPROVEMENTS 66,135 66,990 SUB-TOTAL:66,135 66,990 PARKING STRUCTURE LANDSCAPE IMPROVEMENTS N/A 2,580 OVERALL TOTAL:113,820 96,181 IRRIGATION DESIGN NOTE THE IRRIGATION SYSTEM WILL BE A FULLY AUTOMATIC UNDERGROUND SYSTEM. BACKFLOW PREVENTION DEVICES WILL BE INSTALLED TO MEET APPLICABLE CODES. THE IRRIGATION SYSTEM WILL BE DESIGNED AND CONSTRUCTED TO BE AS EFFICIENT IN TERMS OF WATER USAGE AS POSSIBLE. WATER CONSERVATION PRODUCTS (HIGH EFFICIENCY / LOW PRECIPITATION) AND AN EVAPOTRANSPIRATION (ET) WEATHER BASED CONTROL SYSTEM WILL BE INCORPORATED INTO THE SYSTEM DESIGN. R.O.W. LANDSCAPE IMPROVEMENTS ALONG TUSTIN AVE. AND LA PALMA AVE SHALL BE CONNECTED TO THE ON SITE IRRIGATION SYSTEM AND MAINTAINED BY THE PROPERTY OWNER PER ANAHEIM CANYON SPECIFIC PLANS. GENERAL NOTES 1. THE RESIDENTIAL PROJECTS ARE DESIGNED WITH STANDALONE AMENITIES. THE PROJECT MAY BE OPERATED IN TANDEM OR MAY BE BUILT SEPARATELY. THEY ARE CURRENTLY DESIGNED TO BE SELF-CONTAINED IN ORDER TO ENSURE MAXIMUM FLEXIBILITY. 2. CITY PROPOSES TO HAVE CLASS I BIKE PATH ALONG METROLINK STATION ON OCTA PROPERTY. LANDSCAPE PLANS RESERVED THE WESTERN EDGES OF THE RESIDENTIAL PADS FOR FUTURE BIKE LANE CONNECTIONS. DEDICATIONS ARE INDICATED ON THIS SHEET. OVERALL LANDSCAPE SITE PLAN AND ORIENTATION PLAN POWERUNIT R E F . D W SETBACK SETBACK SE T B A C K SE T B A C K PLAZA AREA T5 T6 T4 PLAZA AREA POWERUNIT R E F . D W RAMP5% MAX.UP RA M P 5% M A X . RAMP5% MAX. PO W E R UN I T BULKITEMS8'X10' TRASHCOLLECTION#1 MECH.ROOM ELEC.ROOMMAINTENANCE MECH.ROOM R E F . D W E . R O O M & R O O F A C C E S S LA PALMA A V E N U E RESIDENTIAL BLDG SITE 'A' T U S T I N A V E N U E OFFICE & SITE IMPROVEMENTS RESIDENTIAL BLDG SITE 'B' RETAIL PAD N.A.P. PACIFIC CENTER D R I V E P A C I F I C C E N T E R D R I V E EXISTING RETAIL 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-2 N SCALE: 1" = 70'-0" 0 35'70'140'210' CIRCULATION LEGEND SHARED MULTI-PURPOSE PATH WITH PEDESTRIAN LIGHTING AT 24" O.C. PEDESTRIAN ACCESS WITH PEDESTRIAN LIGHTING AT 24" O.C. METROLINK (OFF-SITE) PEDESTRIAN CONNECTION AND CIRCULATION FUTURE BIKE LANE PER ANAHEIM CANYON SPECIFIC PLAN / CITY OF ANAHEIM BICYCLE MASTER PLAN AREAS OF INTEREST RESIDENT DOG PARK SITE CIRCULATION PLAN RETAIL CENTER OFFICE PLAZA METROLINK PLATFORM TO EXTENDED STAY AMERICA TO GROVE STREET T O R E T A I L P A D TO FUTURE SHARE PATH CONNECTIONTO FUTURE EXPANSION OF PATH TO PROPOSED BIKE PATH PER ANAHEIM CANYON SPECIFIC PLAN / CITY OF ANA- HEIM BICYCLE MASTER PLAN 7 6 B L-3B LIMIT OF WORK PACIFIC CEN T E R D R I V E L I M I T O F W O R K T U S T I N A V E N U E LIMIT OF W O R K EXISTING RETAIL CENTER 9 4 2 5 10 11 EXISTING RETAIL CENTER N.A.P. A L-3B 12 7 B . C . R . 40'-0" TRE E C L R . APPROACH C O N D I T I O N P E R COA 530-A S T A N D A R D DETAIL F.O.C. F.O.C. 5 0 ' - 0 " S I G H T T R I A N G L E C L R . Z O N E 7'-0" SIGHT TRIA N G L E C L R Z O N E 7'-0" SIGHT TRIA N G L E C L R Z O N E 5 0 ' - 0 " S I G H T T R I A N G L E C L R Z O N E B.C.R. B.C.R. B.C.R. 5 0 ' - 0 " S I G H T T R I A N G L E C L R . Z O N E 7'-0" SIGHT TRI A N G L E C L R . Z O N E 7'-0" SIGHT TRIA N G L E C L R . Z O N E 5 0 ' - 0 " S I G H T T R I A N G L E C L R . Z O N E 1 1 7 1 3 5 0 ' - 0 " S I G H T T R I A N G L E C L R Z O N E F.O.C. 7'-0" SIGHT T R I A N G L E C L R Z O N E 1 L L L L L L L L L L L L R.O.W. R.O.W. R.O.W. R.O.W. 4 0 ' - 0 " T R E E C L E A R A N C E A T I N T E R S E C T I O N / 1 0 ' T R E E C L E A R A N C E F O R P A L M S P E R C O A 5 3 0 - A S T A N D A R D D E T A I L 4 0 ' - 0 " T R E E C L E A R A N C E A T I N T E R S E C T I O N / 1 0 ' T R E E C L E A R A N C E F O R P A L M S P E R C O A 5 3 0 - A S T A N D A R D D E T A I L 4 0 ' - 0 " T R E E C L E A R A N C E A T I N T E R S E C T I O N / 1 0 ' T R E E C L E A R A N C E F O R P A L M S P E R C O A 5 3 0 - A S T A N D A R D D E T A I L 13 13 13 13 13 N.A.P. 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-3A SCALE: 1" = 20'-0" 0 10'20'40'60' LANDSCAPE KEYNOTES SYMBOL NOTE EXISTING LANDSCAPE TO REMAIN EXISTING TRANSFORMER AND PAD TO REMAIN EXISTING SIDEWALK TO REMAIN PROPOSED 8' WIDE SHARED MULTI-PURPOSE SIDEWALK (ONE-WAY BICYCLE LANE AND PEDESTRIAN WALKWAY) PROPOSED 12' WIDE SHARED MULTI-PURPOSE SIDEWALK (TWO-WAY BICYCLE LANES & PEDESTRIAN WALKWAY) ENHANCED VEHICULAR PAVING AT PROJECT INTERSECTION EXISTING MEDIAN TO REMAIN. NOT USED ENHANCED PEDESTRIAN PAVING AT CROSSWALK TYP. PEDESTRIAN LIGHT AT 24" O.C. SETBACK CONCRETE SIDEWALK PER ANAHEIM CANYON SPECIFIC PLANS 7' X 50' SIGHT TRIANGLE CLEAR ZONE PER COA 115-B STANDARD DETAIL. SIGHT DISTANCE AREA TO BE CLEAR OF ANY VISUAL OBSTRUCTION ABOVE 24" IN HEIGHT. 1 2 3 4 5 6 7 8 9 10 11 12 13 PRELIMINARY STREET TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS MAGNOLIA GRANDIFLORA 'D.D. BLANCHARD' D.D. BLANCHARD MAGNOLIA 36" BOX M QUERCUS VIRGINIANA SOUTHERN LIVE OAK 36" BOX M PYRUS CALLERYANA 'ARISTOCRAT'ARISTOCRAT FLOWERING PEAR 36" BOX M *RHUS LANCEA AFRICAN SUMAC 24" BOX L PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L NOTE: 1. PHOENIX DACTYLIFERA SELECTED AS AN OPTION TO MATCH EXISTING STREET TREES ALONG TUSTIN AVENUE AND LA PALMA AVENUE. PENDING FINAL APPROVAL FROM CITY OF ANAHEIM. 2. ALL TREES WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. TREES SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. R.O.W. N PRELIMINARY SHRUB PLANT PALETTE - ENTIRE SITE SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS *AEONIUM HAWORTHII PINWHEEL 5 GAL.L AGAVE X. 'BLUE GLOW'BLUE GLOW AGAVE 15 GAL.L AGAVE WEBERI WEBER AGAVE 15 GAL.L ALOE 'BLUE ELF'BLUE ELF ALOE 15 GAL.L *ALOE NOBILIS GOLDEN TOOTH ALOE 5 GAL.L *ARCTOSTAPHYLOS EDMUNSII LITTLE STAR MANZANITA 5 GAL.L *BACCHARIS PILULARIS 'PIGEON POINT'DWARF COYOTE BUSH 5 GAL.L BOUGAINVILLEA SPECIES N.C.N.1 GAL.L *CALLISTEMON CITRINIS 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL.L CARISSA GRANDIFLORA 'GREEN CARPET'NATAL PLUM 5 GAL.M DIANELLA TASMANICA 'VARIEGATA'WHITE STRIPED FLAX LILY 5 GAL.M DISTICTIS BUCCINATORIA RED TRUMPET VINE 5 GAL.M DYMONDIA MARGARETAE SILVER CARPET FLATS L *ECHEVERIA AGAVOIDES HENS AND CHICKS 5 GAL L ESCALLONIA SPECIES 'NEWPORT DWARF'NEWPORT DWARF ESCALLONIA 5 GAL.M EUONYMUS JAPONICA 'MICROPHYLLUS'BOXLEAF EUONYMUS 5 GAL.M FESTUCA MAIREI ATLAS FESCUE 5 GAL.M *FRAGARIA VESCA CALIFORNIA STRAWBERRY 5 GAL.M HESPERALOE PARVIFLORA 'BRAKE LIGHTS'MOUNTAIN STATES RED YUCCA 15 GAL.VL KALANCHOE LUCIAE RED PADDLE 5 GAL.L MYOPORUM PARVIFOLIUM CREEPING MYOPORUM FLATS L PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN'SILVER SHEEN KOHUHU 5 GAL.M PHILODENDRON SPECIES 'XANADU'XANADU PHILODENDRON 5 GAL.M RHAPHIOLEPIS INDICA 'CLARA'INDIAN HAWTHORN 5 GAL.M *RIBES AUREUM VAR. GRACILLIUM GOLDEN CURRANT 5 GAL.L ROSMARINUS OFFICINALIS ROSEMARY 5 GAL.L *SEDUM RUBROTINCTUM PORK AND BEANS 5 GAL.L SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS L TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL.M NOTE: 1. ALL SHRUBS WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. SHRUBS SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. EXISTING TREE LEGEND SYMBOL ABBRV.BOTANICAL NAME COMMON NAME G GLEDITSIA TRIACANTHOS HONEY LOCUST L LAGERSTROEMIA INDICA CRAPE MYRTLE LI LIQUIDAMBAR STYRACIFLUA AMERICAN SWEETGUM --- P PHOENIX DACTYLIFERA DATE PALM LANDSCAPE ENLARGEMENT: PROJECT ENTRY AT TUSTIN AVE. FA C E O F E X I S T I N G B L D G . EXISTING PLANTING TO REMAIN 12' SHARED MULTI-PURPOSE SIDEWALK PARKWAY WITH PEDESTRIAN LIGHTS 24' WIDE DRIVE LANE EXISTING MEDIAN 24' WIDE DRIVE LANE EXISTING LANDSCAPE PLANTING TO REMAIN B.SECTION - PACIFIC CENTER DRIVE FACING EAST SCALE: 316" = 1'-0" EXISTING ADJACENT PROPERTY - PARKING LOT EXISTING LANDSCAPE AT MEDIAN BEYOND - TO REMAIN ED G E O F S E T B A C K 15'-0" LANDSCAPE & STRUCTURAL SETBACK 5'-0" SIDEWALK 5'-0" PLANTER STRIP TUSTIN AVENUE A.SECTION - TUSTIN AVE FACING NORTH SCALE: 316" = 1'-0" TUSTIN RIGHT-OF-WAY TREE SELECTION PENDING CITY OF ANAHEIM APPROVAL 10'-0" PUBLIC RIGHT-OF-WAY UL T I M A T E R . O . W . 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-3B SCALE: 1" = 20'-0" 0 10'20'40'60' N LANDSCAPE SECTIONS: PROJECT ENTRY AT TUSTIN AVE. EXISTING RETAIL EXISTINGRETAIL R.O.W. R.O.W. 12 2 3 4 LIMIT OF WORK P A C I F I C C E N T E R D R I V E LA PALMA A V E N U E L I M I T O F W O R K B L-4B 5 7 10 4 11 F . O . C . A L-4B 50'-0" SITE TRIAN G L E C L R Z O N E 7 ' - 0 " S I T E T R I A N G L E C L R Z O N E F . O . C . 50'-0" SITE TRIAN G L E C L R Z O N E 7 ' - 0 " S I T E T R I A N G L E C L R Z O N E 2 5 ' - 0 " T R E E C L R . A T I N T E R S E C T I O N P E R C O A 5 3 0 - A S T A N D A R D D E T A I L E.C.R. 12 13 11 15 8 5 0 ' - 0 " S I T E T R I A N G L E C L R Z O N E F.O.C. 7'-0" SITE TRIAN G L E C L R Z O N E 16 15 11 14 14 EXISTING RETAIL CENTER N.A.P 7 10 17 F.O.C. 5 0 ' - 0 " S I T E T R I A N G L E C L R Z O N E 7'-0" SITE T R I A N G L E C L R Z O N E 13 1 3 8 6 RESIDENTIAL BLDG. SITE 'A' 11 9 PROPE R T Y L I N E PROPERT Y L I N E 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-4A SCALE: 1" = 20'-0" 0 10'20'40'60' PRELIMINARY PERIMETER & PARKING TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS TRISTANIA CONFERTA BRISBANE BOX 24" BOX M ULMUS PARVIFOLIA 'TRUE GREEN'EVERGREEN ELM 24" BOX M ---- ---- TIPUANA TIPU TIPU TREE 24" BOX M PYRUS CALLERYANA 'ARISTROCRAT' TM ARISTOCRAT FLOWERING PEAR 24" BOX M ULMUS PARVIFOLIA 'TRUE GREEN'EVERGREEN ELM 24" BOX M LAGERSTROEMIA INDICA 'NATCHEZ'NATCHEZ CRAPE MYRTLE 24" BOX M PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L ---- ---- PRELIMINARY STREET TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS MAGNOLIA GRANDIFLORA 'D.D. BLANCHARD' D.D. BLANCHARD MAGNOLIA 36" BOX M QUERCUS VIRGINIANA SOUTHERN LIVE OAK 36" BOX M PYRUS CALLERYANA 'ARISTOCRAT'ARISTOCRAT FLOWERING PEAR 36" BOX M *RHUS LANCEA AFRICAN SUMAC 24" BOX L PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L NOTE: 1. PHOENIX DACTYLIFERA SELECTED AS AN OPTION TO MATCH EXISTING STREET TREES ALONG TUSTIN AVENUE AND LA PALMA AVENUE. PENDING FINAL APPROVAL FROM CITY OF ANAHEIM. 2. ALL TREES WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. TREES SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. R.O.W. N LANDSCAPE KEYNOTES SYMBOL NOTE EXISTING LANDSCAPE TO REMAIN EXISTING MEDIAN TO REMAIN PROPOSED PEDESTRIAN SIDEWALK ENHANCED PEDESTRIAN CROSSWALK ENHANCED PAVING AT LEASING OFFICE OCTA BUS STOP TO REMAIN UTILITIES TYP. ADA RAMP PAINTED STRIPED CROSSWALK TYP. PEDESTRIAN LIGHT AT 24" O.C. 7' X 50' SIGHT TRIANGLE CLEAR ZONE PER COA 115-B STANDARD DETAIL. SIGHT DISTANCE AREA TO BE CLEAR OF ANY VISUAL OBSTRUCTION ABOVE 24" IN HEIGHT SETBACK EXISTING PEDESTRIAN SIDEWALK TO REMAIN 12' SHARE USE PATH PER ANAHEIM CANYON SPECIFIC PLANS CURB RAMP PER COA STANDARD DETAIL FUTURE PEDESTRIAN / BICYCLE CROSSING AT LA PALMA AND PACIFIC CENTER DRIVE INTERSECTION TRANSFORMER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 PRELIMINARY SHRUB PLANT PALETTE - ENTIRE SITE SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS *AEONIUM HAWORTHII PINWHEEL 5 GAL.L AGAVE X. 'BLUE GLOW'BLUE GLOW AGAVE 15 GAL.L AGAVE WEBERI WEBER AGAVE 15 GAL.L ALOE 'BLUE ELF'BLUE ELF ALOE 15 GAL.L *ALOE NOBILIS GOLDEN TOOTH ALOE 5 GAL.L *ARCTOSTAPHYLOS EDMUNSII LITTLE STAR MANZANITA 5 GAL.L *BACCHARIS PILULARIS 'PIGEON POINT'DWARF COYOTE BUSH 5 GAL.L BOUGAINVILLEA SPECIES N.C.N.1 GAL.L *CALLISTEMON CITRINIS 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL.L CARISSA GRANDIFLORA 'GREEN CARPET'NATAL PLUM 5 GAL.M DIANELLA TASMANICA 'VARIEGATA'WHITE STRIPED FLAX LILY 5 GAL.M DISTICTIS BUCCINATORIA RED TRUMPET VINE 5 GAL.M DYMONDIA MARGARETAE SILVER CARPET FLATS L *ECHEVERIA AGAVOIDES HENS AND CHICKS 5 GAL L ESCALLONIA SPECIES 'NEWPORT DWARF'NEWPORT DWARF ESCALLONIA 5 GAL.M EUONYMUS JAPONICA 'MICROPHYLLUS'BOXLEAF EUONYMUS 5 GAL.M FESTUCA MAIREI ATLAS FESCUE 5 GAL.M *FRAGARIA VESCA CALIFORNIA STRAWBERRY 5 GAL.M HESPERALOE PARVIFLORA 'BRAKE LIGHTS'MOUNTAIN STATES RED YUCCA 15 GAL.VL KALANCHOE LUCIAE RED PADDLE 5 GAL.L MYOPORUM PARVIFOLIUM CREEPING MYOPORUM FLATS L PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN'SILVER SHEEN KOHUHU 5 GAL.M PHILODENDRON SPECIES 'XANADU'XANADU PHILODENDRON 5 GAL.M RHAPHIOLEPIS INDICA 'CLARA'INDIAN HAWTHORN 5 GAL.M *RIBES AUREUM VAR. GRACILLIUM GOLDEN CURRANT 5 GAL.L ROSMARINUS OFFICINALIS ROSEMARY 5 GAL.L *SEDUM RUBROTINCTUM PORK AND BEANS 5 GAL.L SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS L TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL.M NOTE: 1. ALL SHRUBS WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. SHRUBS SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. EXISTING TREE LEGEND SYMBOL ABBRV.BOTANICAL NAME COMMON NAME G GLEDITSIA TRIACANTHOS HONEY LOCUST L LAGERSTROEMIA INDICA CRAPE MYRTLE LI LIQUIDAMBAR STYRACIFLUA AMERICAN SWEETGUM --- P PHOENIX DACTYLIFERA DATE PALM LANDSCAPE ENLARGEMENT: PROJECT ENTRY AT LA PALMA AVE. FA C E O F B L D G . S I T E A FA C E O F E X I S T I N G B L D G . LANDSCAPE PLANTING AREA 33' WIDE DRIVE LANE EXISTING MEDIAN 25' WIDE DRIVE LANE 6' WIDE PEDESTRIAN WALKWAY EXISTING LANDSCAPE A.SECTION - LA PALMA AVE FACING EAST SCALE: 316" = 1'-0" ED G E O F S E T B A C K 15'-0" LANDSCAPE & STRUCTURAL SETBACK 12'-0" SHARED USE PATH 5'-0" PLANTER STRIPLA PALMA AVENUE LA PALMA AVENUE RIGHT-OF-WAY TREE SELECTION PENDING CITY OF ANAHEIM APPROVAL 17'-0" PUBLIC RIGHT-OF-WAY B.SECTION - PACIFIC CENTER DRIVE FACING NORTH SCALE: 316" = 1'-0" EXSITING RETAIL PARKING LOT 6' WIDE PEDESTRIAN WALKWAY PR O P E R T Y L I N E UL T I M A T E R . O . W . 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-4B SCALE: 1" = 20'-0" 0 10'20'40'60' N LANDSCAPE SECTIONS: PROJECT ENTRY AT LA PALMA AVE. R E F . D W E F . LI LI LI LI LI LI LI L L L L L L L L L L L L L L L 3 PA C I F I C C E N T E R D R I V E L I M I T O F W O R K 1 1 1 2 2 2 7 5 EXISTING OFFICE 11 1 7 13 RESIDENTIAL BLDG. SITE 'A' EXISTING RETAIL N.A.P. 14 F.O.C. 5 0 ' - 0 " S I G H T V I E W T R I A N G L E C L R Z O N E 7'-0" SIGHT T R I A N G L E C L R Z O N E F.O.C. 5 0 ' - 0 " S I G H T V I E W T R I A N G L E C L R Z O N E 7'-0" SIGHT T R I A N G L E C L R Z O N E 1 16 11 16 10 10 15 14 6 13 14 5 4 10'-0" 1 0 ' - 1 1 " 17 12 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-5 SCALE: 1" = 20'-0" 0 10'20'40'60' LANDSCAPE KEYNOTES SYMBOL NOTE EXISTING LANDSCAPE TO REMAIN PROPOSED CONCRETE SIDEWALK ENHANCED VEHICULAR PAVING AT PROJECT INTERSECTION PEDESTRIAN PLAZA WITH SEATING ENHANCED PEDESTRIAN PAVING AT PLAZA AND OFFICE EXISTING SIDEWALK TO REMAIN ENHANCED PAVING AT PEDESTRIAN CROSSWALK PRECAST DECORATIVE POTTERY WITH PLANTING BENCH / DINING TABLES AND CHAIRS WITH UMBRELLA TYP. PEDESTRIAN LIGHT AT 24' O.C. PROPOSED 8' WIDE MININUM SHARED MULTI-PURPOSE SIDEWALK (TWO-WAY BICYCLE LANES AND PEDESTRIAN WALKWAY) WITH ENHANCED PAVING RESIDENT MOVE-IN LOADING ZONE TYP. ADA CURB RAMP 7' X 50' SITE TRIANGLE CLEAR ZONE PER COA 115-B STANDARD DETAIL. SIGHT DISTANCE AREA TO BE CLEAR OF ANY VISUAL OBSTRUCTIONS ABOVE 24" IN HEIGHT. SETBACK EXISTING MEDIAN TO REMAIN PARALLEL PARKING STALLS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 PRELIMINARY PERIMETER & PARKING TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS TRISTANIA CONFERTA BRISBANE BOX 24" BOX M ULMUS PARVIFOLIA 'TRUE GREEN'EVERGREEN ELM 24" BOX M ---- ---- TIPUANA TIPU TIPU TREE 24" BOX M PYRUS CALLERYANA 'ARISTROCRAT' TM ARISTOCRAT FLOWERING PEAR 24" BOX M ULMUS PARVIFOLIA 'TRUE GREEN'EVERGREEN ELM 24" BOX M LAGERSTROEMIA INDICA 'NATCHEZ'NATCHEZ CRAPE MYRTLE 24" BOX M PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L ---- ---- PRELIMINARY COURTYARD & OFFICE PLAZA TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS ACER PALMATUM JAPANESE MAPLE 24" BOX H ARBUTUS MARINA STRAWBERRY TREE 24" BOX M DRACAENA DRACO MULTI TRUNK DRAGON TREE 24" BOX VL PRUNUS CAROLINIANA 'BRIGHT 'N TIGHT'CAROLINA LAUREL CHERRY 24" BOX M CASSIA LEPTOPHYLLA GOLD MEDALLION TREE 36" BOX M LAGERSTROEMIA INDICA 'NATCHEZ'NATCHEZ CRAPE MYRTLE 36" BOX M PYRUS CALLERYANA 'ARISTOCRAT'ARISTOCRAT FLOWERING PEAR 36" BOX M SPATHODEA CAMPANULATA AFRICAN TULIP TREE 36" BOX M TRISTANIA CONFERTA BRISBANE BOX 36" BOX M CINNAMOMUM CAMPHORA CAMPHOR TREE 48" BOX M ERYTHRINA CAFFRA CORAL TREE 48" BOX L MAGNOLIA GRANDIFLORA 'LITTLE GEM SOUTHERN MAGNOLIA 48" BOX M PLATINUS ACERIFOLIA LONDON PLANE TREE 48" BOX M PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L ---- ---- PRELIMINARY STREET TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS MAGNOLIA GRANDIFLORA 'D.D. BLANCHARD' D.D. BLANCHARD MAGNOLIA 36" BOX M QUERCUS VIRGINIANA SOUTHERN LIVE OAK 36" BOX M PYRUS CALLERYANA 'ARISTOCRAT'ARISTOCRAT FLOWERING PEAR 36" BOX M *RHUS LANCEA AFRICAN SUMAC 24" BOX L PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L NOTE: 1. PHOENIX DACTYLIFERA SELECTED AS AN OPTION TO MATCH EXISTING STREET TREES ALONG TUSTIN AVENUE AND LA PALMA AVENUE. PENDING FINAL APPROVAL FROM CITY OF ANAHEIM. 2. ALL TREES WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. TREES SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. R.O.W. PRELIMINARY SHRUB PLANT PALETTE - ENTIRE SITE SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS *AEONIUM HAWORTHII PINWHEEL 5 GAL.L AGAVE X. 'BLUE GLOW'BLUE GLOW AGAVE 15 GAL.L AGAVE WEBERI WEBER AGAVE 15 GAL.L ALOE 'BLUE ELF'BLUE ELF ALOE 15 GAL.L *ALOE NOBILIS GOLDEN TOOTH ALOE 5 GAL.L *ARCTOSTAPHYLOS EDMUNSII LITTLE STAR MANZANITA 5 GAL.L *BACCHARIS PILULARIS 'PIGEON POINT'DWARF COYOTE BUSH 5 GAL.L BOUGAINVILLEA SPECIES N.C.N.1 GAL.L *CALLISTEMON CITRINIS 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL.L CARISSA GRANDIFLORA 'GREEN CARPET'NATAL PLUM 5 GAL.M DIANELLA TASMANICA 'VARIEGATA'WHITE STRIPED FLAX LILY 5 GAL.M DISTICTIS BUCCINATORIA RED TRUMPET VINE 5 GAL.M DYMONDIA MARGARETAE SILVER CARPET FLATS L *ECHEVERIA AGAVOIDES HENS AND CHICKS 5 GAL L ESCALLONIA SPECIES 'NEWPORT DWARF'NEWPORT DWARF ESCALLONIA 5 GAL.M EUONYMUS JAPONICA 'MICROPHYLLUS'BOXLEAF EUONYMUS 5 GAL.M FESTUCA MAIREI ATLAS FESCUE 5 GAL.M *FRAGARIA VESCA CALIFORNIA STRAWBERRY 5 GAL.M HESPERALOE PARVIFLORA 'BRAKE LIGHTS'MOUNTAIN STATES RED YUCCA 15 GAL.VL KALANCHOE LUCIAE RED PADDLE 5 GAL.L MYOPORUM PARVIFOLIUM CREEPING MYOPORUM FLATS L PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN'SILVER SHEEN KOHUHU 5 GAL.M PHILODENDRON SPECIES 'XANADU'XANADU PHILODENDRON 5 GAL.M RHAPHIOLEPIS INDICA 'CLARA'INDIAN HAWTHORN 5 GAL.M *RIBES AUREUM VAR. GRACILLIUM GOLDEN CURRANT 5 GAL.L ROSMARINUS OFFICINALIS ROSEMARY 5 GAL.L *SEDUM RUBROTINCTUM PORK AND BEANS 5 GAL.L SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS L TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL.M NOTE: 1. ALL SHRUBS WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. SHRUBS SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. EXISTING TREE LEGEND SYMBOL ABBRV.BOTANICAL NAME COMMON NAME G GLEDITSIA TRIACANTHOS HONEY LOCUST L LAGERSTROEMIA INDICA CRAPE MYRTLE LI LIQUIDAMBAR STYRACIFLUA AMERICAN SWEETGUM --- P PHOENIX DACTYLIFERA DATE PALM NN LANDSCAPE ENLARGEMENT: OFFICE PLAZA & PROJECT INTERSECTION 5 RESIDENTIAL BLDG. SITE 'A' P A C I F I C C E N T E R D R I V E RESIDENTIAL BLDG. SITE 'A' 16 REFER TO L-4A 16 REFER TO L-4A 9 7 5 8 10 6 11 11 12 18 17 17 17 1 14 18 18 2 13 14 18 10 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-6 SCALE: 1" = 10'-0" 0 5'10'20'40' LANDSCAPE KEYNOTES SYMBOL NOTE TYP. ADA CURB RAMP ENHANCED PAVING AT LEASING OFFICE NOT USED NOT USED ENHANCED VEHICULAR PAVING AT MOTOR COURT ENHANCED PAVING AT COURTYARD SETBACK RESIDENTIAL OUTDOOR KITCHEN TURN-OUT AREA FOR TRUCK DELIVERIES MISCELLANEOUS RESIDENTIAL COMMON AREA FURNITURE PRECAST DECORATIVE POTTERY WITH PLANTING RESIDENTIAL CALL BOX TRANSFORMER UNIT ENTRANCES NOT USED 7' X 50' SIGHT TRIANGLE CLEAR ZONE PER COA 115-B STANDARD DETAIL. SIGHT DISTANCE AREA TO BE CLEAR OF ANY VISUAL OBSTRUCTION ABOVE 24" IN HEIGHT. ADA RATED TREE GRATES PROPOSED PEDESTRIAN SIDEWALK 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 PRELIMINARY PERIMETER & PARKING TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS TRISTANIA CONFERTA BRISBANE BOX 24" BOX M ULMUS PARVIFOLIA 'TRUE GREEN'EVERGREEN ELM 24" BOX M ---- ---- TIPUANA TIPU TIPU TREE 24" BOX M PYRUS CALLERYANA 'ARISTROCRAT' TM ARISTOCRAT FLOWERING PEAR 24" BOX M ULMUS PARVIFOLIA 'TRUE GREEN'EVERGREEN ELM 24" BOX M LAGERSTROEMIA INDICA 'NATCHEZ'NATCHEZ CRAPE MYRTLE 24" BOX M PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L ---- ---- PRELIMINARY STREET TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS MAGNOLIA GRANDIFLORA 'D.D. BLANCHARD' D.D. BLANCHARD MAGNOLIA 36" BOX M QUERCUS VIRGINIANA SOUTHERN LIVE OAK 36" BOX M PYRUS CALLERYANA 'ARISTOCRAT'ARISTOCRAT FLOWERING PEAR 36" BOX M *RHUS LANCEA AFRICAN SUMAC 24" BOX L PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L NOTE: 1. PHOENIX DACTYLIFERA SELECTED AS AN OPTION TO MATCH EXISTING STREET TREES ALONG TUSTIN AVENUE AND LA PALMA AVENUE. PENDING FINAL APPROVAL FROM CITY OF ANAHEIM. 2. ALL TREES WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. TREES SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. R.O.W. PRELIMINARY COURTYARD & OFFICE PLAZA TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS ACER PALMATUM JAPANESE MAPLE 24" BOX H ARBUTUS MARINA STRAWBERRY TREE 24" BOX M DRACAENA DRACO MULTI TRUNK DRAGON TREE 24" BOX VL PRUNUS CAROLINIANA 'BRIGHT 'N TIGHT'CAROLINA LAUREL CHERRY 24" BOX M CASSIA LEPTOPHYLLA GOLD MEDALLION TREE 36" BOX M LAGERSTROEMIA INDICA 'NATCHEZ'NATCHEZ CRAPE MYRTLE 36" BOX M PYRUS CALLERYANA 'ARISTOCRAT'ARISTOCRAT FLOWERING PEAR 36" BOX M SPATHODEA CAMPANULATA AFRICAN TULIP TREE 36" BOX M TRISTANIA CONFERTA BRISBANE BOX 36" BOX M CINNAMOMUM CAMPHORA CAMPHOR TREE 48" BOX M ERYTHRINA CAFFRA CORAL TREE 48" BOX L MAGNOLIA GRANDIFLORA 'LITTLE GEM SOUTHERN MAGNOLIA 48" BOX M PLATINUS ACERIFOLIA LONDON PLANE TREE 48" BOX M PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L ---- ---- PRELIMINARY SHRUB PLANT PALETTE - ENTIRE SITE SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS *AEONIUM HAWORTHII PINWHEEL 5 GAL.L AGAVE X. 'BLUE GLOW'BLUE GLOW AGAVE 15 GAL.L AGAVE WEBERI WEBER AGAVE 15 GAL.L ALOE 'BLUE ELF'BLUE ELF ALOE 15 GAL.L *ALOE NOBILIS GOLDEN TOOTH ALOE 5 GAL.L *ARCTOSTAPHYLOS EDMUNSII LITTLE STAR MANZANITA 5 GAL.L *BACCHARIS PILULARIS 'PIGEON POINT'DWARF COYOTE BUSH 5 GAL.L BOUGAINVILLEA SPECIES N.C.N.1 GAL.L *CALLISTEMON CITRINIS 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL.L CARISSA GRANDIFLORA 'GREEN CARPET'NATAL PLUM 5 GAL.M DIANELLA TASMANICA 'VARIEGATA'WHITE STRIPED FLAX LILY 5 GAL.M DISTICTIS BUCCINATORIA RED TRUMPET VINE 5 GAL.M DYMONDIA MARGARETAE SILVER CARPET FLATS L *ECHEVERIA AGAVOIDES HENS AND CHICKS 5 GAL L ESCALLONIA SPECIES 'NEWPORT DWARF'NEWPORT DWARF ESCALLONIA 5 GAL.M EUONYMUS JAPONICA 'MICROPHYLLUS'BOXLEAF EUONYMUS 5 GAL.M FESTUCA MAIREI ATLAS FESCUE 5 GAL.M *FRAGARIA VESCA CALIFORNIA STRAWBERRY 5 GAL.M HESPERALOE PARVIFLORA 'BRAKE LIGHTS'MOUNTAIN STATES RED YUCCA 15 GAL.VL KALANCHOE LUCIAE RED PADDLE 5 GAL.L MYOPORUM PARVIFOLIUM CREEPING MYOPORUM FLATS L PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN'SILVER SHEEN KOHUHU 5 GAL.M PHILODENDRON SPECIES 'XANADU'XANADU PHILODENDRON 5 GAL.M RHAPHIOLEPIS INDICA 'CLARA'INDIAN HAWTHORN 5 GAL.M *RIBES AUREUM VAR. GRACILLIUM GOLDEN CURRANT 5 GAL.L ROSMARINUS OFFICINALIS ROSEMARY 5 GAL.L *SEDUM RUBROTINCTUM PORK AND BEANS 5 GAL.L SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS L TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL.M NOTE: 1. ALL SHRUBS WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. SHRUBS SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. N LANDSCAPE ENLARGEMENT: RESIDENTIAL BLDG SITE 'A' MOTOR COURT & COURTYARD #1 2 5 3 4 6 1 9 10 7 8 13 14 RESIDENTIAL BLDG. SITE 'A' PARKING STRUCTURE 15 16 17 11 12 7 60'-0" 1 1 ' - 4 " 12 18 5 ' - 0 " M I N . L A N D S C A P E 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-7 SCALE: 1" = 10'-0" 0 5'10'20'40' PRELIMINARY PERIMETER & PARKING TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS TRISTANIA CONFERTA BRISBANE BOX 24" BOX M ULMUS PARVIFOLIA 'TRUE GREEN'EVERGREEN ELM 24" BOX M ---- ---- TIPUANA TIPU TIPU TREE 24" BOX M PYRUS CALLERYANA 'ARISTROCRAT' TM ARISTOCRAT FLOWERING PEAR 24" BOX M ULMUS PARVIFOLIA 'TRUE GREEN'EVERGREEN ELM 24" BOX M LAGERSTROEMIA INDICA 'NATCHEZ'NATCHEZ CRAPE MYRTLE 24" BOX M PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L ---- ---- PRELIMINARY POOL & RECREATIONAL AREA TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS MALUS FLORIBUNDA HAWTHORN LEAF CRABAPPLE 36" BOX M TABEBUIA IMPETIGINOSA TRUMPET TREE 36" BOX M TRISTANIA CONFERTA BRISBANE BOX 36" BOX M ---- ARBUTUS MARINA STRAWBERRY TREE 24" BOX M DRACAENA DRACO MULTI-TRUNK DRAGON TREE 24" BOX VL RHAPHIOLEPIS INDICA 'MAJESTIC BEAUTY' INDIAN HAWTHORN 24" BOX M PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L ARCHONTOPHOENIX CUNNINHAMIANA KING PALM 20' BTH M ---- CINNAMOMUM CAMPHORA CAMPHOR TREE 48" BOX M ERYTHRINA CAFFRA CORAL TREE 48" BOX L MAGNOLIA GRANDIFLORA 'LITTLE GEM SOUTHERN MAGNOLIA 36" BOX M OLEA EUROPAEA OLIVE 36" BOX L LIGUSTRUM JAPONICUM 'TEXANUM'WAXLEAF PRIVET 24" BOX M PRUNUS CAROLINIANA 'BRIGHT 'N TIGHT'CAROLINA LAUREL CHERRY 24" BOX M ---- ---- LANDSCAPE KEYNOTES SYMBOL NOTE ENHANCED PEDESTRIAN PAVING AT COURTYARD DECORATIVE PAVING AT FIRE TABLE LOUNGE SPECIMEN TREE IN RAISED TREE PLANTER WITH BUILT-IN BENCH RESIDENTIAL OUTDOOR KITCHEN CUSTOM FIRE TABLE LAWN AREA PROPOSED 8' WIDE MINIMUM SHARED MULTI-PURPOSE SIDEWALK (TWO-WAY BICYCLE LANE AND PEDESTRIAN WALKWAY) WITH ENHANCED PAVING PRECAST DECORATIVE POTTERY WITH PLANTING ENHANCED PEDESTRIAN PAVING AT BUILDING EGRESS TRANSFORMER SETBACK BUS BAY MISCELLANEOUS RESIDENTIAL COMMON AREA FURNITURE COURTYARD SECURITY FENCE AND GATE PLANTING AREA AT LEVEL 1 PARKING STRUCTURE BUILT-IN BANQUETTE SEATING TYP. PEDESTRIAN LIGHT AT 24' O.C. 3' WIDE BUS QUEUING AREA W/ ENHANCED PAVING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 N PRELIMINARY SHRUB PLANT PALETTE - ENTIRE SITE SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS *AEONIUM HAWORTHII PINWHEEL 5 GAL.L AGAVE X. 'BLUE GLOW'BLUE GLOW AGAVE 15 GAL.L AGAVE WEBERI WEBER AGAVE 15 GAL.L ALOE 'BLUE ELF'BLUE ELF ALOE 15 GAL.L *ALOE NOBILIS GOLDEN TOOTH ALOE 5 GAL.L *ARCTOSTAPHYLOS EDMUNSII LITTLE STAR MANZANITA 5 GAL.L *BACCHARIS PILULARIS 'PIGEON POINT'DWARF COYOTE BUSH 5 GAL.L BOUGAINVILLEA SPECIES N.C.N.1 GAL.L *CALLISTEMON CITRINIS 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL.L CARISSA GRANDIFLORA 'GREEN CARPET'NATAL PLUM 5 GAL.M DIANELLA TASMANICA 'VARIEGATA'WHITE STRIPED FLAX LILY 5 GAL.M DISTICTIS BUCCINATORIA RED TRUMPET VINE 5 GAL.M DYMONDIA MARGARETAE SILVER CARPET FLATS L *ECHEVERIA AGAVOIDES HENS AND CHICKS 5 GAL L ESCALLONIA SPECIES 'NEWPORT DWARF'NEWPORT DWARF ESCALLONIA 5 GAL.M EUONYMUS JAPONICA 'MICROPHYLLUS'BOXLEAF EUONYMUS 5 GAL.M FESTUCA MAIREI ATLAS FESCUE 5 GAL.M *FRAGARIA VESCA CALIFORNIA STRAWBERRY 5 GAL.M HESPERALOE PARVIFLORA 'BRAKE LIGHTS'MOUNTAIN STATES RED YUCCA 15 GAL.VL KALANCHOE LUCIAE RED PADDLE 5 GAL.L MYOPORUM PARVIFOLIUM CREEPING MYOPORUM FLATS L PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN'SILVER SHEEN KOHUHU 5 GAL.M PHILODENDRON SPECIES 'XANADU'XANADU PHILODENDRON 5 GAL.M RHAPHIOLEPIS INDICA 'CLARA'INDIAN HAWTHORN 5 GAL.M *RIBES AUREUM VAR. GRACILLIUM GOLDEN CURRANT 5 GAL.L ROSMARINUS OFFICINALIS ROSEMARY 5 GAL.L *SEDUM RUBROTINCTUM PORK AND BEANS 5 GAL.L SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS L TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL.M NOTE: 1. ALL SHRUBS WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. SHRUBS SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. LANDSCAPE ENLARGEMENT: RESIDENTIAL BLDG SITE 'A' COURTYARD #2 PRELIMINARY PARKING STRUCTURE TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS BAMBUSA OLDHAMII GIANT BAMBOO 15 GAL.M ---- ---- ---- D W 1 2 3 4 5 6 7 8 8 3 9 10 11 12 13 14 RESIDENTIAL BLDG. SITE 'A' 15 16 5 ' - 0 " M I N L A N D S C A P E 5 ' - 0 " M I N L A N D S C A P E 1 0 ' - 0 " 18 19 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-8 SCALE: 1" = 10'-0" 0 5'10'20'40' PRELIMINARY PERIMETER & PARKING TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS TRISTANIA CONFERTA BRISBANE BOX 24" BOX M ULMUS PARVIFOLIA 'TRUE GREEN'EVERGREEN ELM 24" BOX M ---- ---- TIPUANA TIPU TIPU TREE 24" BOX M PYRUS CALLERYANA 'ARISTROCRAT' TM ARISTOCRAT FLOWERING PEAR 24" BOX M ULMUS PARVIFOLIA 'TRUE GREEN'EVERGREEN ELM 24" BOX M LAGERSTROEMIA INDICA 'NATCHEZ'NATCHEZ CRAPE MYRTLE 24" BOX M PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L ---- ---- PRELIMINARY POOL & RECREATIONAL AREA TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS MALUS FLORIBUNDA HAWTHORN LEAF CRABAPPLE 36" BOX M TABEBUIA IMPETIGINOSA TRUMPET TREE 36" BOX M TRISTANIA CONFERTA BRISBANE BOX 36" BOX M ---- ARBUTUS MARINA STRAWBERRY TREE 24" BOX M DRACAENA DRACO MULTI-TRUNK DRAGON TREE 24" BOX VL RHAPHIOLEPIS INDICA 'MAJESTIC BEAUTY' INDIAN HAWTHORN 24" BOX M PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L ARCHONTOPHOENIX CUNNINHAMIANA KING PALM 20' BTH M ---- CINNAMOMUM CAMPHORA CAMPHOR TREE 48" BOX M ERYTHRINA CAFFRA CORAL TREE 48" BOX L MAGNOLIA GRANDIFLORA 'LITTLE GEM SOUTHERN MAGNOLIA 36" BOX M OLEA EUROPAEA OLIVE 36" BOX L LIGUSTRUM JAPONICUM 'TEXANUM'WAXLEAF PRIVET 24" BOX M PRUNUS CAROLINIANA 'BRIGHT 'N TIGHT'CAROLINA LAUREL CHERRY 24" BOX M ---- ---- LANDSCAPE KEYNOTES SYMBOL NOTE ENHANCED PEDESTRIAN PAVING AT REC AREA ENHANCED CONCRETE POOL DECK DECORATIVE PAVING AT FIRE TABLE LOUNGE ENHANCED PEDESTRIAN PAVING AT BUILDING EGRESS RESIDENTIAL OUTDOOR KITCHEN 4' DEEP RESIDENTIAL SWIMMING POOL (APPROXIMATELY 680 SQ. FT. OF WATER SURFACE) RESIDENTIAL SPA (APPROX. 150 SQ. FT. OF WATER SURFACE) CUSTOM FIRE TABLE 6' HIGH TUBULAR STEEL POOL FENCE ENCLOSURE 6' HIGH GLASS POOL FENCE ENCLOSURE 7' HIGH DECORATIVE SPA BACKDROP WALL AT SPA PRECAST DECORATIVE POTTERY WITH PLANTING - TYP. MISCELLANEOUS RESIDENTIAL COMMON AREA FURNITURE PROPOSED 8' WIDE MINIMUM SHARED MULTI-PURPOSE SIDEWALK (TWO-WAY BICYCLE LANE AND PEDESTRIAN WALKWAY) WITH ENHANCED PAVING TYP. PEDESTRIAN LIGHT AT 24' O.C. SETBACK 3' WIDE BUS QUEUING AREA WITH ENHANCED PAVING RESIDENT MOVE-IN LOADING ZONE PARALLEL PARKING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 N PRELIMINARY SHRUB PLANT PALETTE - ENTIRE SITE SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS *AEONIUM HAWORTHII PINWHEEL 5 GAL.L AGAVE X. 'BLUE GLOW'BLUE GLOW AGAVE 15 GAL.L AGAVE WEBERI WEBER AGAVE 15 GAL.L ALOE 'BLUE ELF'BLUE ELF ALOE 15 GAL.L *ALOE NOBILIS GOLDEN TOOTH ALOE 5 GAL.L *ARCTOSTAPHYLOS EDMUNSII LITTLE STAR MANZANITA 5 GAL.L *BACCHARIS PILULARIS 'PIGEON POINT'DWARF COYOTE BUSH 5 GAL.L BOUGAINVILLEA SPECIES N.C.N.1 GAL.L *CALLISTEMON CITRINIS 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL.L CARISSA GRANDIFLORA 'GREEN CARPET'NATAL PLUM 5 GAL.M DIANELLA TASMANICA 'VARIEGATA'WHITE STRIPED FLAX LILY 5 GAL.M DISTICTIS BUCCINATORIA RED TRUMPET VINE 5 GAL.M DYMONDIA MARGARETAE SILVER CARPET FLATS L *ECHEVERIA AGAVOIDES HENS AND CHICKS 5 GAL L ESCALLONIA SPECIES 'NEWPORT DWARF'NEWPORT DWARF ESCALLONIA 5 GAL.M EUONYMUS JAPONICA 'MICROPHYLLUS'BOXLEAF EUONYMUS 5 GAL.M FESTUCA MAIREI ATLAS FESCUE 5 GAL.M *FRAGARIA VESCA CALIFORNIA STRAWBERRY 5 GAL.M HESPERALOE PARVIFLORA 'BRAKE LIGHTS'MOUNTAIN STATES RED YUCCA 15 GAL.VL KALANCHOE LUCIAE RED PADDLE 5 GAL.L MYOPORUM PARVIFOLIUM CREEPING MYOPORUM FLATS L PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN'SILVER SHEEN KOHUHU 5 GAL.M PHILODENDRON SPECIES 'XANADU'XANADU PHILODENDRON 5 GAL.M RHAPHIOLEPIS INDICA 'CLARA'INDIAN HAWTHORN 5 GAL.M *RIBES AUREUM VAR. GRACILLIUM GOLDEN CURRANT 5 GAL.L ROSMARINUS OFFICINALIS ROSEMARY 5 GAL.L *SEDUM RUBROTINCTUM PORK AND BEANS 5 GAL.L SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS L TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL.M NOTE: 1. ALL SHRUBS WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. SHRUBS SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. LANDSCAPE ENLARGEMENT: RESIDENTIAL BLDG SITE 'A' RECREATIONAL AREA 8 1 2 1312 14 14 6 5 1011 15 3 47 9 RESIDENTIAL BLDG SITE 'A' PARKING STRUCTURE 316 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-9 SCALE: 1" = 10'-0" 0 5'10'20'40' PRELIMINARY ROOFTOP TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS ELAEOCARPUS DECIPIENS JAPANESE BLUBERRY TREE 24" BOX H LIGUSTRUM JAPONICUM 'TEXANUM'WAXLEAF PRIVET 24" BOX M PRUNUS CAROLINIANA 'BRIGHT 'N TIGHT'CAROLINA LAUREL CHERRY 24" BOX M ---- CITRUS SPECIES CITRUS 24" BOX M ---- ---- ---- ACER PALMATUM JAPANESE MAPLE 24" BOX H ARBUTUS MARINA STRAWBERRY TREE 24" BOX M OLEA EUROPAEA OLIVE 24" BOX L ---- DRACAENA DRACO MULTI-TRUNK DRAGON TREE 15 GAL.VL ---- ---- ---- LANDSCAPE KEYNOTES SYMBOL NOTE PRECAST DECORATIVE POTTERY WITH PLANTING SYNTHETIC LAWN 30" HIGH BUILT PLANTER BUILT IN BANQUETTE SEATING CUSTOM FIRE TABLE LIGHT WEIGHT DECORATIVE PLANTER DECORATIVE COBBLE BED RESIDENTIAL OUTDOOR KITCHEN SHADE STRUCTURE AT KITCHEN LOUNGE FESTOON LIGHTING DECORATIVE PAVING W/ GAME TABLES RESTROOM STORAGE ROOM MISCELLANEOUS RESIDENTIAL OUTDOOR COMMON AREA FURNITURE BAR COUNTER W/ SEATING SHADE UMBRELLA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PRELIMINARY SHRUB PLANT PALETTE - ENTIRE SITE SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS *AEONIUM HAWORTHII PINWHEEL 5 GAL.L AGAVE X. 'BLUE GLOW'BLUE GLOW AGAVE 15 GAL.L AGAVE WEBERI WEBER AGAVE 15 GAL.L ALOE 'BLUE ELF'BLUE ELF ALOE 15 GAL.L *ALOE NOBILIS GOLDEN TOOTH ALOE 5 GAL.L *ARCTOSTAPHYLOS EDMUNSII LITTLE STAR MANZANITA 5 GAL.L *BACCHARIS PILULARIS 'PIGEON POINT'DWARF COYOTE BUSH 5 GAL.L BOUGAINVILLEA SPECIES N.C.N.1 GAL.L *CALLISTEMON CITRINIS 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL.L CARISSA GRANDIFLORA 'GREEN CARPET'NATAL PLUM 5 GAL.M DIANELLA TASMANICA 'VARIEGATA'WHITE STRIPED FLAX LILY 5 GAL.M DISTICTIS BUCCINATORIA RED TRUMPET VINE 5 GAL.M DYMONDIA MARGARETAE SILVER CARPET FLATS L *ECHEVERIA AGAVOIDES HENS AND CHICKS 5 GAL L ESCALLONIA SPECIES 'NEWPORT DWARF'NEWPORT DWARF ESCALLONIA 5 GAL.M EUONYMUS JAPONICA 'MICROPHYLLUS'BOXLEAF EUONYMUS 5 GAL.M FESTUCA MAIREI ATLAS FESCUE 5 GAL.M *FRAGARIA VESCA CALIFORNIA STRAWBERRY 5 GAL.M HESPERALOE PARVIFLORA 'BRAKE LIGHTS'MOUNTAIN STATES RED YUCCA 15 GAL.VL KALANCHOE LUCIAE RED PADDLE 5 GAL.L MYOPORUM PARVIFOLIUM CREEPING MYOPORUM FLATS L PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN'SILVER SHEEN KOHUHU 5 GAL.M PHILODENDRON SPECIES 'XANADU'XANADU PHILODENDRON 5 GAL.M RHAPHIOLEPIS INDICA 'CLARA'INDIAN HAWTHORN 5 GAL.M *RIBES AUREUM VAR. GRACILLIUM GOLDEN CURRANT 5 GAL.L ROSMARINUS OFFICINALIS ROSEMARY 5 GAL.L *SEDUM RUBROTINCTUM PORK AND BEANS 5 GAL.L SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS L TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL.M NOTE: 1. ALL SHRUBS WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. SHRUBS SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. N LANDSCAPE ENLARGEMENT: RESIDENTIAL SITE 'A' AMENITY ROOF DECK R E F . D W SE T B A C K RESIDENTIAL BLDG SITE 'B' PARKING STRUCTURE RESIDENTIAL BLDG SITE 'B' LEASING OFFICE4 1 6 5 3 3 7 8 9 9 8 6 7 8 2 10 11 11 F.O.C. 7'-0" SIGHT TRIANGLE CLR ZONE 50 ' - 0 " SI G H T T R I A N G L E C L R Z O N E 7'-0" SIGHT TRIANGLE CLR ZONE F.O.C. 50 ' - 0 " SI G H T T R I A N G L E C L R Z O N E 1 1 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-10 SCALE: 1" = 10'-0" 0 5'10'20'40' PRELIMINARY PERIMETER & PARKING TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS TRISTANIA CONFERTA BRISBANE BOX 24" BOX M ULMUS PARVIFOLIA 'TRUE GREEN'EVERGREEN ELM 24" BOX M ---- ---- TIPUANA TIPU TIPU TREE 24" BOX M PYRUS CALLERYANA 'ARISTROCRAT' TM ARISTOCRAT FLOWERING PEAR 24" BOX M ULMUS PARVIFOLIA 'TRUE GREEN'EVERGREEN ELM 24" BOX M LAGERSTROEMIA INDICA 'NATCHEZ'NATCHEZ CRAPE MYRTLE 24" BOX M PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L ---- ---- PRELIMINARY STREET TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS MAGNOLIA GRANDIFLORA 'D.D. BLANCHARD' D.D. BLANCHARD MAGNOLIA 36" BOX M QUERCUS VIRGINIANA SOUTHERN LIVE OAK 36" BOX M PYRUS CALLERYANA 'ARISTOCRAT'ARISTOCRAT FLOWERING PEAR 36" BOX M *RHUS LANCEA AFRICAN SUMAC 24" BOX L PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L NOTE: 1. PHOENIX DACTYLIFERA SELECTED AS AN OPTION TO MATCH EXISTING STREET TREES ALONG TUSTIN AVENUE AND LA PALMA AVENUE. PENDING FINAL APPROVAL FROM CITY OF ANAHEIM. 2. ALL TREES WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. TREES SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. R.O.W. PRELIMINARY COURTYARD & OFFICE PLAZA TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS ACER PALMATUM JAPANESE MAPLE 24" BOX H ARBUTUS MARINA STRAWBERRY TREE 24" BOX M DRACAENA DRACO MULTI TRUNK DRAGON TREE 24" BOX VL PRUNUS CAROLINIANA 'BRIGHT 'N TIGHT'CAROLINA LAUREL CHERRY 24" BOX M CASSIA LEPTOPHYLLA GOLD MEDALLION TREE 36" BOX M LAGERSTROEMIA INDICA 'NATCHEZ'NATCHEZ CRAPE MYRTLE 36" BOX M PYRUS CALLERYANA 'ARISTOCRAT'ARISTOCRAT FLOWERING PEAR 36" BOX M SPATHODEA CAMPANULATA AFRICAN TULIP TREE 36" BOX M TRISTANIA CONFERTA BRISBANE BOX 36" BOX M CINNAMOMUM CAMPHORA CAMPHOR TREE 48" BOX M ERYTHRINA CAFFRA CORAL TREE 48" BOX L MAGNOLIA GRANDIFLORA 'LITTLE GEM SOUTHERN MAGNOLIA 48" BOX M PLATINUS ACERIFOLIA LONDON PLANE TREE 48" BOX M PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L ---- ---- PRELIMINARY SHRUB PLANT PALETTE - ENTIRE SITE SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS *AEONIUM HAWORTHII PINWHEEL 5 GAL.L AGAVE X. 'BLUE GLOW'BLUE GLOW AGAVE 15 GAL.L AGAVE WEBERI WEBER AGAVE 15 GAL.L ALOE 'BLUE ELF'BLUE ELF ALOE 15 GAL.L *ALOE NOBILIS GOLDEN TOOTH ALOE 5 GAL.L *ARCTOSTAPHYLOS EDMUNSII LITTLE STAR MANZANITA 5 GAL.L *BACCHARIS PILULARIS 'PIGEON POINT'DWARF COYOTE BUSH 5 GAL.L BOUGAINVILLEA SPECIES N.C.N.1 GAL.L *CALLISTEMON CITRINIS 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL.L CARISSA GRANDIFLORA 'GREEN CARPET'NATAL PLUM 5 GAL.M DIANELLA TASMANICA 'VARIEGATA'WHITE STRIPED FLAX LILY 5 GAL.M DISTICTIS BUCCINATORIA RED TRUMPET VINE 5 GAL.M DYMONDIA MARGARETAE SILVER CARPET FLATS L *ECHEVERIA AGAVOIDES HENS AND CHICKS 5 GAL L ESCALLONIA SPECIES 'NEWPORT DWARF'NEWPORT DWARF ESCALLONIA 5 GAL.M EUONYMUS JAPONICA 'MICROPHYLLUS'BOXLEAF EUONYMUS 5 GAL.M FESTUCA MAIREI ATLAS FESCUE 5 GAL.M *FRAGARIA VESCA CALIFORNIA STRAWBERRY 5 GAL.M HESPERALOE PARVIFLORA 'BRAKE LIGHTS'MOUNTAIN STATES RED YUCCA 15 GAL.VL KALANCHOE LUCIAE RED PADDLE 5 GAL.L MYOPORUM PARVIFOLIUM CREEPING MYOPORUM FLATS L PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN'SILVER SHEEN KOHUHU 5 GAL.M PHILODENDRON SPECIES 'XANADU'XANADU PHILODENDRON 5 GAL.M RHAPHIOLEPIS INDICA 'CLARA'INDIAN HAWTHORN 5 GAL.M *RIBES AUREUM VAR. GRACILLIUM GOLDEN CURRANT 5 GAL.L ROSMARINUS OFFICINALIS ROSEMARY 5 GAL.L *SEDUM RUBROTINCTUM PORK AND BEANS 5 GAL.L SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS L TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL.M NOTE: 1. ALL SHRUBS WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. SHRUBS SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. LANDSCAPE KEYNOTES SYMBOL NOTE ADA CURB RAMP ENHANCED PAVING AT PEDESTRIAN CROSSWALK ENHANCED PAVING RAISED PLANTER W/ DECORATIVE POTTERY RESIDENTIAL CALL BOX PROPOSED PEDESTRIAN SIDEWALK BENCH SEATING PRECAST DECORATIVE POTTERY WITH PLANTING PLANTING AREA AT LEVEL 1 PARKING STRUCTURE TYP. PEDESTRIAN LIGHT AT 24' O.C. 7' X 50' SIGHT TRIANGLE CLEAR ZONE PER COA 115-B STANDARD DETAIL. SIGHT DISTANCE AREA TO BE CLEAR OF ANY VISUAL OBSTRUCTION ABOVE 24" IN HEIGHT. 1 2 3 4 5 6 7 8 9 10 11 N LANDSCAPE ENLARGEMENT: RESIDENTIAL SITE 'B' LEASING OFFICE ENTRY AND PATIO PRELIMINARY PARKING STRUCTURE TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS BAMBUSA OLDHAMII GIANT BAMBOO 15 GAL.M ---- ---- ---- 511 8 12 6 10 4 12 13 2 7 1 3 4 4 9 10 11 RESIDENTIAL BLDG SITE 'B' RESIDENTIAL BLDG SITE 'B' 1 11 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-11 SCALE: 1" = 10'-0" 0 5'10'20'40' PRELIMINARY POOL & RECREATIONAL AREA TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS MALUS FLORIBUNDA HAWTHORN LEAF CRABAPPLE 36" BOX M TABEBUIA IMPETIGINOSA TRUMPET TREE 36" BOX M TRISTANIA CONFERTA BRISBANE BOX 36" BOX M ---- ARBUTUS MARINA STRAWBERRY TREE 24" BOX M DRACAENA DRACO MULTI-TRUNK DRAGON TREE 24" BOX VL RHAPHIOLEPIS INDICA 'MAJESTIC BEAUTY' INDIAN HAWTHORN 24" BOX M PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L ARCHONTOPHOENIX CUNNINHAMIANA KING PALM 20' BTH M ---- CINNAMOMUM CAMPHORA CAMPHOR TREE 48" BOX M ERYTHRINA CAFFRA CORAL TREE 48" BOX L MAGNOLIA GRANDIFLORA 'LITTLE GEM SOUTHERN MAGNOLIA 36" BOX M OLEA EUROPAEA OLIVE 36" BOX L LIGUSTRUM JAPONICUM 'TEXANUM'WAXLEAF PRIVET 24" BOX M PRUNUS CAROLINIANA 'BRIGHT 'N TIGHT'CAROLINA LAUREL CHERRY 24" BOX M ---- ---- LANDSCAPE KEYNOTES SYMBOL NOTE PRECAST DECORATIVE POTTERY WITH PLANTING RESIDENTIAL OUTDOOR KITCHEN 7' HIGH DECORATIVE BACKDROP WALL AT SPA WOOD DECORATIVE PAVING ENHANCED CONCRETE POOL DECK 6' HIGH TUBULAR STEEL POOL FENCE ENCLOSURE 6' HIGH GLASS POOL FENCE ENCLOSURE RESIDENTIAL SPA (APPROXIMATELY 124 SQ. FT. OF WATER SURFACE) 4' DEEP RESIDENTIAL SWIMMING POOL (APPROXIMATELY 665 SQ. FT. OF WATER SURFACE) ENHANCED PEDESTRIAN PAVING MISCELLANEOUS RESIDENTIAL COMMON AREA FURNITURE CUSTOM FIRE TABLE BUILT IN BANQUETTE SEATING 1 2 3 4 5 6 7 8 9 10 11 12 13 PRELIMINARY SHRUB PLANT PALETTE - ENTIRE SITE SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS *AEONIUM HAWORTHII PINWHEEL 5 GAL.L AGAVE X. 'BLUE GLOW'BLUE GLOW AGAVE 15 GAL.L AGAVE WEBERI WEBER AGAVE 15 GAL.L ALOE 'BLUE ELF'BLUE ELF ALOE 15 GAL.L *ALOE NOBILIS GOLDEN TOOTH ALOE 5 GAL.L *ARCTOSTAPHYLOS EDMUNSII LITTLE STAR MANZANITA 5 GAL.L *BACCHARIS PILULARIS 'PIGEON POINT'DWARF COYOTE BUSH 5 GAL.L BOUGAINVILLEA SPECIES N.C.N.1 GAL.L *CALLISTEMON CITRINIS 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL.L CARISSA GRANDIFLORA 'GREEN CARPET'NATAL PLUM 5 GAL.M DIANELLA TASMANICA 'VARIEGATA'WHITE STRIPED FLAX LILY 5 GAL.M DISTICTIS BUCCINATORIA RED TRUMPET VINE 5 GAL.M DYMONDIA MARGARETAE SILVER CARPET FLATS L *ECHEVERIA AGAVOIDES HENS AND CHICKS 5 GAL L ESCALLONIA SPECIES 'NEWPORT DWARF'NEWPORT DWARF ESCALLONIA 5 GAL.M EUONYMUS JAPONICA 'MICROPHYLLUS'BOXLEAF EUONYMUS 5 GAL.M FESTUCA MAIREI ATLAS FESCUE 5 GAL.M *FRAGARIA VESCA CALIFORNIA STRAWBERRY 5 GAL.M HESPERALOE PARVIFLORA 'BRAKE LIGHTS'MOUNTAIN STATES RED YUCCA 15 GAL.VL KALANCHOE LUCIAE RED PADDLE 5 GAL.L MYOPORUM PARVIFOLIUM CREEPING MYOPORUM FLATS L PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN'SILVER SHEEN KOHUHU 5 GAL.M PHILODENDRON SPECIES 'XANADU'XANADU PHILODENDRON 5 GAL.M RHAPHIOLEPIS INDICA 'CLARA'INDIAN HAWTHORN 5 GAL.M *RIBES AUREUM VAR. GRACILLIUM GOLDEN CURRANT 5 GAL.L ROSMARINUS OFFICINALIS ROSEMARY 5 GAL.L *SEDUM RUBROTINCTUM PORK AND BEANS 5 GAL.L SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS L TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL.M NOTE: 1. ALL SHRUBS WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. SHRUBS SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. N LANDSCAPE ENLARGEMENT: RESIDENTIAL SITE 'B' RECREATIONAL AREA 3 7 5 1 4 6 9 2 8 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-12 SCALE: 1" = 10'-0" 0 5'10'20'40' LANDSCAPE KEYNOTES SYMBOL NOTE DOUBLE GATE AT DOG PARK DOG WASH STATION 12' MULTI-PURPOSE PATH PROPOSED PEDESTRIAN PAVING BENCH DECOMPOSED GRANITE 36" HIGH FENCE AT DOG RUN DRINKING FOUNTAIN CONCRETE PAD 1 2 3 4 5 6 7 8 9 PRELIMINARY SHRUB PLANT PALETTE - ENTIRE SITE SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS *AEONIUM HAWORTHII PINWHEEL 5 GAL.L AGAVE X. 'BLUE GLOW'BLUE GLOW AGAVE 15 GAL.L AGAVE WEBERI WEBER AGAVE 15 GAL.L ALOE 'BLUE ELF'BLUE ELF ALOE 15 GAL.L *ALOE NOBILIS GOLDEN TOOTH ALOE 5 GAL.L *ARCTOSTAPHYLOS EDMUNSII LITTLE STAR MANZANITA 5 GAL.L *BACCHARIS PILULARIS 'PIGEON POINT'DWARF COYOTE BUSH 5 GAL.L BOUGAINVILLEA SPECIES N.C.N.1 GAL.L *CALLISTEMON CITRINIS 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL.L CARISSA GRANDIFLORA 'GREEN CARPET'NATAL PLUM 5 GAL.M DIANELLA TASMANICA 'VARIEGATA'WHITE STRIPED FLAX LILY 5 GAL.M DISTICTIS BUCCINATORIA RED TRUMPET VINE 5 GAL.M DYMONDIA MARGARETAE SILVER CARPET FLATS L *ECHEVERIA AGAVOIDES HENS AND CHICKS 5 GAL L ESCALLONIA SPECIES 'NEWPORT DWARF'NEWPORT DWARF ESCALLONIA 5 GAL.M EUONYMUS JAPONICA 'MICROPHYLLUS'BOXLEAF EUONYMUS 5 GAL.M FESTUCA MAIREI ATLAS FESCUE 5 GAL.M *FRAGARIA VESCA CALIFORNIA STRAWBERRY 5 GAL.M HESPERALOE PARVIFLORA 'BRAKE LIGHTS'MOUNTAIN STATES RED YUCCA 15 GAL.VL KALANCHOE LUCIAE RED PADDLE 5 GAL.L MYOPORUM PARVIFOLIUM CREEPING MYOPORUM FLATS L PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN'SILVER SHEEN KOHUHU 5 GAL.M PHILODENDRON SPECIES 'XANADU'XANADU PHILODENDRON 5 GAL.M RHAPHIOLEPIS INDICA 'CLARA'INDIAN HAWTHORN 5 GAL.M *RIBES AUREUM VAR. GRACILLIUM GOLDEN CURRANT 5 GAL.L ROSMARINUS OFFICINALIS ROSEMARY 5 GAL.L *SEDUM RUBROTINCTUM PORK AND BEANS 5 GAL.L SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS L TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL.M NOTE: 1. ALL SHRUBS WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. SHRUBS SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. N LANDSCAPE ENLARGEMENT: DOG PARK PRELIMINARY DOG PARK TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS TRISTANIA CONFERTA BRISBANE BOX 36" BOX M ULMUS PARVIFOLIA 'TRUE GREEN'EVERGREEN ELM 36" BOX M ---- ---- OP E N 10 2 6 5 4 11 7 6 3 14 PARKING STRUCTURE 15 316 3 7 8 9 13 12 1 6 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-13 SCALE: 1" = 10'-0" 0 5'10'20'40' PRELIMINARY ROOFTOP TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS ELAEOCARPUS DECIPIENS JAPANESE BLUBERRY TREE 24" BOX H LIGUSTRUM JAPONICUM 'TEXANUM'WAXLEAF PRIVET 24" BOX M PRUNUS CAROLINIANA 'BRIGHT 'N TIGHT'CAROLINA LAUREL CHERRY 24" BOX M ---- CITRUS SPECIES CITRUS 24" BOX M ---- ---- ---- ACER PALMATUM JAPANESE MAPLE 24" BOX H ARBUTUS MARINA STRAWBERRY TREE 24" BOX M OLEA EUROPAEA OLIVE 24" BOX L ---- DRACAENA DRACO MULTI-TRUNK DRAGON TREE 15 GAL.VL ---- ---- ---- LANDSCAPE KEYNOTES SYMBOL NOTE ART PIECE SYNTHETIC LAWN PANEL 30" HIGH BUILT PLANTER BUILT IN BANQUETTE SEATING CUSTOM FIRE TABLE LIGHT WEIGHT DECORATIVE PLANTER DECORATIVE COBBLE BED RESIDENTIAL OUTDOOR KITCHEN SHADE STRUCTURE AT KITCHEN LOUNGE FESTOON LIGHTING DECORATIVE PAVING W/ GAME TABLES RESTROOM STORAGE ROOM MISCELLANEOUS RESIDENTIAL COMMON AREA FURNITURE OPENING TO PLANTING AREA AT LEVEL 1 PARKING STRUCTURE SHADE UMBRELLA 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 PRELIMINARY SHRUB PLANT PALETTE - ENTIRE SITE SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS *AEONIUM HAWORTHII PINWHEEL 5 GAL.L AGAVE X. 'BLUE GLOW'BLUE GLOW AGAVE 15 GAL.L AGAVE WEBERI WEBER AGAVE 15 GAL.L ALOE 'BLUE ELF'BLUE ELF ALOE 15 GAL.L *ALOE NOBILIS GOLDEN TOOTH ALOE 5 GAL.L *ARCTOSTAPHYLOS EDMUNSII LITTLE STAR MANZANITA 5 GAL.L *BACCHARIS PILULARIS 'PIGEON POINT'DWARF COYOTE BUSH 5 GAL.L BOUGAINVILLEA SPECIES N.C.N.1 GAL.L *CALLISTEMON CITRINIS 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL.L CARISSA GRANDIFLORA 'GREEN CARPET'NATAL PLUM 5 GAL.M DIANELLA TASMANICA 'VARIEGATA'WHITE STRIPED FLAX LILY 5 GAL.M DISTICTIS BUCCINATORIA RED TRUMPET VINE 5 GAL.M DYMONDIA MARGARETAE SILVER CARPET FLATS L *ECHEVERIA AGAVOIDES HENS AND CHICKS 5 GAL L ESCALLONIA SPECIES 'NEWPORT DWARF'NEWPORT DWARF ESCALLONIA 5 GAL.M EUONYMUS JAPONICA 'MICROPHYLLUS'BOXLEAF EUONYMUS 5 GAL.M FESTUCA MAIREI ATLAS FESCUE 5 GAL.M *FRAGARIA VESCA CALIFORNIA STRAWBERRY 5 GAL.M HESPERALOE PARVIFLORA 'BRAKE LIGHTS'MOUNTAIN STATES RED YUCCA 15 GAL.VL KALANCHOE LUCIAE RED PADDLE 5 GAL.L MYOPORUM PARVIFOLIUM CREEPING MYOPORUM FLATS L PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN'SILVER SHEEN KOHUHU 5 GAL.M PHILODENDRON SPECIES 'XANADU'XANADU PHILODENDRON 5 GAL.M RHAPHIOLEPIS INDICA 'CLARA'INDIAN HAWTHORN 5 GAL.M *RIBES AUREUM VAR. GRACILLIUM GOLDEN CURRANT 5 GAL.L ROSMARINUS OFFICINALIS ROSEMARY 5 GAL.L *SEDUM RUBROTINCTUM PORK AND BEANS 5 GAL.L SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS L TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL.M NOTE: 1. ALL SHRUBS WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. SHRUBS SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. N LANDSCAPE ENLARGEMENT: RESIDENTIAL SITE 'B' AMENITY ROOF DECK PRELIMINARY PARKING STRUCTURE TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS BAMBUSA OLDHAMII GIANT BAMBOO 15 GAL.M ---- ---- ---- LA PALMA A V E N U E T U S T I N A V E N U E RETAIL PAD L I M I T O F W O R K LIMIT OF W O R K 2 135 8 R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. R.O.W. 9 9 9 4 7 10 7 7 8 8 11 14 13 12 9 9 6 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-14 SCALE: 1" = 10'-0" 0 5'10'20'40' LANDSCAPE KEYNOTES SYMBOL NOTE BANQUETTE SEATING BY TENANT ENHANCED PEDESTRIAN PAVING TO MATCH ADJACENT RETAIL IMPROVEMENTS ENHANCED PAVING AT DINING PATIO BY TENANT TRASH ENCLOSURE MISC. DINING PATIO FURNITURE BY TENANT PROPOSED PEDESTRIAN SIDEWALK ADA RATED TREE GRATE PRECAST DECORATIVE POTTERY WITH PLANTING GREEN SCREEN AT WALL NICHE TYP. ADA CURB RAMP SETBACK CONCRETE SIDEWALK PER ANAHEIM CANYON SPECIFIC PLANS 12' SHARE USE PATH PER ANAHEIM CANYON SPECIFIC PLANS CURB RAMP PER COA STANDARD DETAIL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 PRELIMINARY SHRUB PLANT PALETTE - ENTIRE SITE SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS *AEONIUM HAWORTHII PINWHEEL 5 GAL.L AGAVE X. 'BLUE GLOW'BLUE GLOW AGAVE 15 GAL.L AGAVE WEBERI WEBER AGAVE 15 GAL.L ALOE 'BLUE ELF'BLUE ELF ALOE 15 GAL.L *ALOE NOBILIS GOLDEN TOOTH ALOE 5 GAL.L *ARCTOSTAPHYLOS EDMUNSII LITTLE STAR MANZANITA 5 GAL.L *BACCHARIS PILULARIS 'PIGEON POINT'DWARF COYOTE BUSH 5 GAL.L BOUGAINVILLEA SPECIES N.C.N.1 GAL.L *CALLISTEMON CITRINIS 'LITTLE JOHN'LITTLE JOHN DWARF BOTTLEBRUSH 5 GAL.L CARISSA GRANDIFLORA 'GREEN CARPET'NATAL PLUM 5 GAL.M DIANELLA TASMANICA 'VARIEGATA'WHITE STRIPED FLAX LILY 5 GAL.M DISTICTIS BUCCINATORIA RED TRUMPET VINE 5 GAL.M DYMONDIA MARGARETAE SILVER CARPET FLATS L *ECHEVERIA AGAVOIDES HENS AND CHICKS 5 GAL L ESCALLONIA SPECIES 'NEWPORT DWARF'NEWPORT DWARF ESCALLONIA 5 GAL.M EUONYMUS JAPONICA 'MICROPHYLLUS'BOXLEAF EUONYMUS 5 GAL.M FESTUCA MAIREI ATLAS FESCUE 5 GAL.M *FRAGARIA VESCA CALIFORNIA STRAWBERRY 5 GAL.M HESPERALOE PARVIFLORA 'BRAKE LIGHTS'MOUNTAIN STATES RED YUCCA 15 GAL.VL KALANCHOE LUCIAE RED PADDLE 5 GAL.L MYOPORUM PARVIFOLIUM CREEPING MYOPORUM FLATS L PITTOSPORUM TENUIFOLIUM 'SILVER SHEEN'SILVER SHEEN KOHUHU 5 GAL.M PHILODENDRON SPECIES 'XANADU'XANADU PHILODENDRON 5 GAL.M RHAPHIOLEPIS INDICA 'CLARA'INDIAN HAWTHORN 5 GAL.M *RIBES AUREUM VAR. GRACILLIUM GOLDEN CURRANT 5 GAL.L ROSMARINUS OFFICINALIS ROSEMARY 5 GAL.L *SEDUM RUBROTINCTUM PORK AND BEANS 5 GAL.L SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS L TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL.M NOTE: 1. ALL SHRUBS WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. SHRUBS SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. PRELIMINARY RETAIL PAD TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS ALOE BAINSEII TREE ALOE 24" BOX VL DRACAENA DRACO DRAGON TREE 24" BOX VL LIGUSTRUM JAPONICUM TEXANUM WAX LEAF PRIVET 24" BOX M ---- TIPUANA TIPU TIPU TREE 36" BOX M PYRUS CALLERYANA 'ARISTROCRAT' TM ARISTOCRAT FLOWERING PEAR 36" BOX M ULMUS PARVIFOLIA 'TRUE GREEN'EVERGREEN ELM 36" BOX M ---- PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L ---- ---- TRISTANIA CONFERTA BRISBANE BOX 24" BOX M ULMUS PARVIFOLIA 'TRUE GREEN'EVERGREEN ELM 24" BOX M ---- N LANDSCAPE ENLARGEMENT: RETAIL PAD PRELIMINARY STREET TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS MAGNOLIA GRANDIFLORA 'D.D. BLANCHARD' D.D. BLANCHARD MAGNOLIA 36" BOX M QUERCUS VIRGINIANA SOUTHERN LIVE OAK 36" BOX M PYRUS CALLERYANA 'ARISTOCRAT'ARISTOCRAT FLOWERING PEAR 36" BOX M *RHUS LANCEA AFRICAN SUMAC 24" BOX L PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L NOTE: 1. PHOENIX DACTYLIFERA SELECTED AS AN OPTION TO MATCH EXISTING STREET TREES ALONG TUSTIN AVENUE AND LA PALMA AVENUE. PENDING FINAL APPROVAL FROM CITY OF ANAHEIM. 2. ALL TREES WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. TREES SELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. R.O.W. 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-15MATERIAL REFERENCE BOARD 7 6 B L-3B LIMIT OF WORK PACIFIC CENT E R D R I V E L I M I T O F W O R K T U S T I N A V E N U E LIMIT OF WO R K EXISTING RETAIL CENTER 942 5 10 11 EXISTING RETAIL CENTER N.A.P. A L-3B 12 7 B . C . R . 40'-0" TREE C L R . APPROACH C O N D I T I O N P E R COA 530-A ST A N D A R D DETAIL F.O.C. F.O.C. 5 0 '- 0 " S I G H T T R I A N G L E C L R . Z O N E 7'-0" SIGHT TRIA N G L E C L R Z O N E 7'-0" SIGHT TRIAN G L E C L R Z O N E 5 0 ' - 0 " S I G H T T R I A N G L E C L R Z O N E B.C.R. B.C.R. B.C.R. 5 0 ' - 0 " S I G H T T R I A N G L E C L R . Z O N E 7'-0" SIGHT TRIA N G L E C L R . Z O N E 7'-0" SIGHT TRIAN G L E C L R . Z O N E 5 0 ' - 0 " S I G H T T R I A N G L E C L R . Z O N E 1 1 7 1 3 5 0 ' - 0 " S I G H T T R I A N G L E C L R Z O N E F.O.C. 7'-0" SIGHT T R I A N G L E C L R Z O N E 1 L L L L L L L L L LL L R.O.W. R.O.W. R.O.W. R.O.W. 4 0 ' - 0 " T R E E C L E A R A N C E A T I N T E R S E C T I O N / 1 0 ' T R E E C L E A R A N C E F O R P A L M S P E R C O A 5 3 0 - A S T A N D A R D D E T A I L 4 0 '- 0 " T R E E C L E A R A N C E A T I N T E R S E C T I O N / 1 0 ' T R E E C L E A R A N C E F O R P A L M S P E R C O A 5 3 0 - A S T A N D A R D D E T A I L 4 0 ' - 0 " T R E E C L E A R A N C E A T I N T E R S E C T I O N / 1 0 ' T R E E C L E A R A N C E F O R P A L M S P E R C O A 5 3 0 - A S T A N D A R D D E T A I L 13 13 13 13 13 N.A.P. 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under suchprotection unauthorized use is not permitted.These plans shall not be reproduced or used withoutwritten permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-3A SCALE: 1" = 20'-0" 0 10'20'40'60' LANDSCAPE KEYNOTES SYMBOL NOTE EXISTING LANDSCAPE TO REMAIN EXISTING TRANSFORMER AND PAD TO REMAIN EXISTING SIDEWALK TO REMAIN PROPOSED 8' WIDE SHARED MULTI-PURPOSE SIDEWALK (ONE-WAY BICYCLE LANE AND PEDESTRIANWALKWAY) PROPOSED 12' WIDE SHARED MULTI-PURPOSE SIDEWALK (TWO-WAY BICYCLE LANES & PEDESTRIAN WALKWAY) ENHANCED VEHICULAR PAVING AT PROJECT INTERSECTION EXISTING MEDIAN TO REMAIN. NOT USED ENHANCED PEDESTRIAN PAVING AT CROSSWALK TYP. PEDESTRIAN LIGHT AT 24" O.C. SETBACK CONCRETE SIDEWALK PER ANAHEIM CANYON SPECIFIC PLANS 7' X 50' SIGHT TRIANGLE CLEAR ZONE PER COA 115-B STANDARD DETAIL. SIGHT DISTANCE AREA TO BECLEAR OF ANY VISUAL OBSTRUCTION ABOVE 24" IN HEIGHT. 1 2 3 4 5 6 7 8 9 10 11 12 13 PRELIMINARY STREET TREE LEGEND SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS MAGNOLIA GRANDIFLORA 'D.D. BLANCHARD' D.D. BLANCHARD MAGNOLIA 36" BOX M QUERCUS VIRGINIANA SOUTHERN LIVE OAK 36" BOX M PYRUS CALLERYANA 'ARISTOCRAT'ARISTOCRAT FLOWERING PEAR 36" BOX M *RHUS LANCEA AFRICAN SUMAC 24" BOX L PHOENIX DACTYLIFERA 'MEDJOOL'MEDJOOL DATE PALM 20' BTH L NOTE:1. PHOENIX DACTYLIFERA SELECTED AS AN OPTION TO MATCH EXISTING STREET TREES ALONGTUSTIN AVENUE AND LA PALMA AVENUE. PENDING FINAL APPROVAL FROM CITY OF ANAHEIM.2. ALL TREES WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. TREESSELECTED FROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIMCANYON SPECIFIC PLANS. R.O.W. N PRELIMINARY SHRUB PLANT PALETTE - ENTIRE SITE SYMBOL BOTANICAL NAME COMMON NAME SIZE WULCOLS *AEONIUM HAWORTHII PINWHEEL 5 GAL.L AGAVE X. 'BLUE GLOW'BLUE GLOW AGAVE 15 GAL.L AGAVE WEBERI WEBER AGAVE 15 GAL.L ALOE 'BLUE ELF'BLUE ELF ALOE 15 GAL.L *ALOE NOBILIS GOLDEN TOOTH ALOE 5 GAL.L *ARCTOSTAPHYLOS EDMUNSII LITTLE STAR MANZANITA 5 GAL.L *BACCHARIS PILULARIS 'PIGEON POINT'DWARF COYOTE BUSH 5 GAL.L BOUGAINVILLEA SPECIES N.C.N.1 GAL.L *CALLISTEMON CITRINIS 'LITTLE JOHN'LITTLE JOHN DWARFBOTTLEBRUSH 5 GAL.L CARISSA GRANDIFLORA 'GREEN CARPET'NATAL PLUM 5 GAL.M DIANELLA TASMANICA 'VARIEGATA'WHITE STRIPED FLAX LILY 5 GAL.M DISTICTIS BUCCINATORIA RED TRUMPET VINE 5 GAL.M DYMONDIA MARGARETAE SILVER CARPET FLATS L *ECHEVERIA AGAVOIDES HENS AND CHICKS 5 GAL L ESCALLONIA SPECIES 'NEWPORT DWARF'NEWPORT DWARF ESCALLONIA 5 GAL.M EUONYMUS JAPONICA 'MICROPHYLLUS'BOXLEAF EUONYMUS 5 GAL.M FESTUCA MAIREI ATLAS FESCUE 5 GAL.M *FRAGARIA VESCA CALIFORNIA STRAWBERRY 5 GAL.M HESPERALOE PARVIFLORA 'BRAKE LIGHTS'MOUNTAIN STATES RED YUCCA 15 GAL.VL KALANCHOE LUCIAE RED PADDLE 5 GAL.L MYOPORUM PARVIFOLIUM CREEPING MYOPORUM FLATS L PITTOSPORUM TENUIFOLIUM 'SILVERSHEEN'SILVER SHEEN KOHUHU 5 GAL.M PHILODENDRON SPECIES 'XANADU'XANADU PHILODENDRON 5 GAL.M RHAPHIOLEPIS INDICA 'CLARA'INDIAN HAWTHORN 5 GAL.M *RIBES AUREUM VAR. GRACILLIUM GOLDEN CURRANT 5 GAL.L ROSMARINUS OFFICINALIS ROSEMARY 5 GAL.L *SEDUM RUBROTINCTUM PORK AND BEANS 5 GAL.L SENECIO MANDRALISCAE BLUE CHALK STICKS FLATS L TRACHELOSPERMUM JASMINOIDES STAR JASMINE 1 GAL.M NOTE:1. ALL SHRUBS WITH AN ASTERISK (*) DENOTE USE AT PUBLIC RIGHT-OF-WAY AND WITHIN SITE. SHRUBS SELECTEDFROM THE ANAHEIM CANYON PUBLIC REALM PLANT PALETTE APPENDIX C OF THE ANAHEIM CANYON SPECIFIC PLANS. EXISTING TREE LEGEND SYMBOL ABBRV.BOTANICAL NAME COMMON NAME G GLEDITSIA TRIACANTHOS HONEY LOCUST L LAGERSTROEMIA INDICA CRAPE MYRTLE LI LIQUIDAMBAR STYRACIFLUA AMERICAN SWEETGUM --- P PHOENIX DACTYLIFERA DATE PALM LANDSCAPE ENLARGEMENT: PROJECT ENTRY AT TUSTIN AVE. ENHANCED PEDESTRIAN PAVING FIRE TABLES AND LOUNGE AREAS RAISED PLANTERS ENHANCED VEHICULAR PAVING SPA BACKDROP WALLS OUTDOOR KITCHEN ENHANCED VEHICULAR PAVING - INTERSECTION POOL ENCLOSURE - GLASS GAMING TABLES STANDARD PEDESTRIAN SIDEWALKS POOL ENCLOSURE - TUBULAR STEEL DECORATIVE POTTERY ENHANCED POOL DECK PAVING DOG PARK COMMON AREA FURNITURE 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-16PLANT IMAGES - TREES DRACAENA DRACO DRAGON TREE 15’ HIGH X 15’ WIDE WUCOLS: VERY LOW CITRUS SPECIES CITRUS TREE 8’ HIGH X 10’ SPREAD (POTTED) WUCOLS: MEDIUM CINNAMOMUM CAMPHORA CAMPHOR TREE 30’ HIGH X 20’ SPREAD WUCOLS: LOW CASSIA LEPTOPHYLLA GOLDEN MEDALLION TREE 20’ HIGH X 25’ SPREAD WUCOLS: MEDIUM ARCHONTOPHOENIX CUNNINGHAMIANA KING PALM 20’ BTH WUCOLS: MODERATE / MEDIUM ACER PALMATUM JAPANESE MAPLE 20’ HIGH X 20’ SPREAD (POTTED) WUCOLS: HIGH LAGERSTROEMIA INDICA JAPANESE MAPLE 15’ HIGH X 15’ SPREAD WUCOLS: MEDIUM PRUNUS ‘BRIGHT N TIGHT’ BRIGHT N TIGHT CAROLINA LAUREL 8’ HIGH X 6’ SPREAD WUCOLS: MEDIUM QUERCUS VIRGINIANA SOUTHERN LIVE OAK 30’ HIGH X 20’ SPREAD WUCOLS: LOW RHAPHIOLEPIS ‘MAJESTIC BEAUTY’ INDIAN HAWTHORN 10’ HIGH X 6’ SPREAD WUCOLS: MEDIUM RHUS LANCEA AFRICAN SUMAC 30’ HIGH X 35’ SPREAD WUCOLS: LOW SPATHODEA CAMPANULATA AFRICAN TULIP TREE 40’ HIGH X 20’ SPREAD WUCOLS: MEDIUM LIGUSTRUM JAPONICUM ‘TEXANUM’ TEXAS PRIVET 20’ HIGH X 20’ SPREAD WUCOLS: LOW MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 30’ HIGH X 50’ SPREAD WUCOLS: MEDIUM MALUS FLORIBUNDA HAWTHORN LEAF CRAB APPLE 20’ HIGH X 15’ SPREAD WUCOLS: MEDIUM OLEA EUROPAEA OLIVE TREE 25’ HIGH X 25’ SPREAD WUCOLS: LOW PLATINUS ACERIFOLIA LONDON PLANE TREE 40’ HIGH X 30’ SPREAD WUCOLS: LOW PHOENIX DACTYLIFERA ‘MEDJOOL’ MEDJOOL DATE PALM 30’ HIGH X 20’ SPREAD WUCOLS: LOW PYRUS CALLERYANA ‘ARISTOCRAT’ ARISTOCRAT FLOWERING PEAR 35’ HIGH X 20’ SPREAD WUCOLS: MEDIUM ERYTHRINA CAFFRA CORAL TREE 24’ HIGH X 40’ WIDE WUCOLS: LOW TIPUANA TIPU TIPU TREE 25’ HIGH X 30’ SPREAD WUCOLS: MEDIUM TABEBUIA IMPETIGINOSA PINK TRUMPET TREE 18’ HIGH X 10’ SPREAD WUCOLS: LOW TRISTANIA CONFERTA BRISBANE BOX 30’ HIGH X 25’ SPREAD WUCOLS: MEDIUM ULMUS PARVIFOLIA ‘TRUE GREEN’ EVERGREEN ELM 40’ HIGH X 50’ SPREAD WUCOLS: MEDIUM ARBUTUS MARINA STRAWBERRY TREE 40’-50’ HIGH X 25’-40’ SPREAD WUCOLS: MODERATE / MEDIUM 01 . 0 8 . 1 8 6T H P L A N C H E C K C O R R E C T I O N S U B M I T T A L Newport Beach, CA 92660 (949) 313-2200 c 16-319 JOB NO: These plans are copyright protected. Under such protection unauthorized use is not permitted. These plans shall not be reproduced or used without written permission by Architects Orange. 01-08-18 DATE: PACIFIC CENTER ACQUISITIONS PARTNERS LLC LINK OC - ANAHEIM, CA 144 NORTH ORANGE ST. ORANGE, CA 92866 (714) 639-9860 ARCHITECTS ORANGE 2016 Architects Orange4000 MacArthur Blvd. #110 Newport Beach, CA Newport Beach, CA 92660 (949) 313-2200 PACIFIC CENTER ACQUISITIONS PARTNERS II LLC4000 MacArthur Blvd. #110 Newport Beach, CARETAIL:RESIDENTIAL & OFFICE: L-17PLANT IMAGES - SHRUBS DYMONDIA MARGARETAE SILVER CARPET <1’ HIGH X SPREADING WUCOLS: LOW ECHEVARIA AGAVOIDES HENS AND CHICKS <1’ HIGH X 2’ SPREAD WUCOLS: LOW PHILODENDRON X. ‘XANADU’ XANADU PHILODENDRON 2’ HIGH X 3’ SPREAD WUCOLS: MODERATE / MEDIUM DIANELLA TASMANICA ‘VARIEGATA’ WHITE STRIPED TASMANIAN FLAX LILY 2’ HIGH X RUNNING WUCOLS: MEDIUM PITTOSPORUM ‘SILVER SHEEN’ SILVER SHEEN KOHUHU 12’ HIGH X 6’ SPREAD WUCOLS: MEDIUM CARISSA ‘GREEN CARPET’ NATAL PLUM 10’ HIGH X 3’ SPREAD WUCOLS: MEDIUM MYOPORUM PARVIFOLIUM CREEPING MYOPORUM <1’ HIGH X 6’ SPREAD WUCOLS: LOW ALOE ‘BLUE ELF’ N.C.N. 2’ HIGH X 2’ SPREAD WUCOLS: LOW ALOE X. NOBILIS GOLDEN TOOTH ALOE 2’ HIGH X 2’ SPREAD WUCOLS: LOW ARCTOSTAPHYLOS EDMUNSII LITTLE STAR MANZANITA 4’ HIGH X 12’ SPREAD WUCOLS: LOW BACCHARIS PILULARIS ‘PIGEON POINT’ DWARF COYOTE BUSH 2’ HIGH X 10’ SPREAD WUCOLS: LOW HESPERALOE ‘BRAKE LIGHTS’ MOUNTAIN STATES RED YUCCA 2’ HIGH X 2’ SPREAD WUCOLS: VERY LOW TRACHELOPSPERMUM JAMINOIDES STAR JASMINE 2’ HIGH X 3’ SPREAD WUCOLS: MEDIUM AGAVE X. ‘BLUE GLOW’ BLUE GLOW AGAVE 2’ HIGH X 3’ SPREAD WUCOLS: LOW AEONIUM HAWORTHII PINWHEEL 2’ HIGH X 2’ SPREAD WUCOLS: LOW CALLISTEMON CITRINIS ‘LITTLE JOHN’ LEMON BOTTLE BRUSH 2’ HIGH X 2’ SPREAD WUCOLS: LOW FRAGARIA CALIFORNICA CALIFORNIA STRAWBERRY 1’ HIGH X 2’ SPREAD WUCOLS: LOW EUONYMUS MICROPHYLLUS BOXLEAF EUONYMUS 2’ HIGH X 1’ SPREAD WUCOLS: MEDIUM ROSMARINUS OFFICINALIS ROSEMARY 4’ HIGH X 18” SPREAD WUCOLS: LOW SEDUM RUBROTINCTUM PORK AND BEANS 1’ HIGH X 1’ SPREAD WUCOLS: LOW AGAVE WEBERI WEBER AGAVE 4’ HIGH X 6’ SPREAD WUCOLS: LOW FESTUCA MAIREI ATLAS FESCUE 2’ HIGH X 2’ SPREAD WUCOLS: MEDIUM RIBES AUREUM VAR. GRACILLIUM GOLDEN CURRENT 6’ HIGH X 3’ SPREAD WUCOLS: LOW SENECIO MANDRALISCAE BLUE CHALK STICKS 2’ HIGH X RUNNING WUCOLS: LOW ESCALLONIA X. ‘ NEWPORT DWARF’ NEWPORT DWARF ESCALLONIA 3’ HIGH X 3’ SPREAD WUCOLS: MEDIUM RHAPHIOLEPIS INDICA ‘CLARA’ INDIAN HAWTHORN 4’ HIGH X 4’ SPREAD WUCOLS: MEDIUM DISTICTIS BUCCINATORIA RED TRUMPET VINE CLIMBING & SPREADING WUCOLS: MEDIUM BOUGAINVILLEA SPECIES N.C.N. RUNNING WUCOLS: LOW KALANCHOE LUCIAE RED PADDLE 1’ HIGH X 2’ SPREAD WUCOLS: LOW S E T B A C K SETBACK T 5 T4 P O W E R U N I T POWE R UNIT L A P A L M A A V E N U E TUSTIN AVENUE BNSF R A I L R O A D N O T A P A R T P A C I F I C E N T E R D R I V E P A C I F I C E N T E R D R I V E A2 B 5 C 5 D 5 H5 E 5 F 5 I5 J 5 K 5 G N I R E E N E I G N 1 6 7 9 5 V o n K a r m a n , S u i t e 1 0 0 , I r v i n e , C a l i f o r n i a 9 2 6 0 6 t e l 9 4 9 . 4 7 4 . 1 9 6 0 f a x 9 4 9 . 4 7 4 . 5 3 1 5 w w w . f u s c o e . c o m C O N C E P T U A L G R A D I N G P L A N - S I T E A P A C I F I C C E N T E R A N A H E I M , C A L I F O R N I A 0 1 / 0 2 / 2 0 1 8 S H E E T 1 O F 8 S E E S H E E T 2 S E T B A C K S E T B A C K SETB A C K SETB A C K T 5 T 6 T 4 P O W E R U N I T TUST I N A V E N U E R I V E R S I D E F R E E W A Y BNSF RAILROAD N O T A P A R T N O T A P A R T N O T A P A R T P A C I F I C E N T E R D R I V E A2 G 5 H5 I 5 J 5 C O N C E P T U A L G R A D I N G P L A N - S I T E B P A C I F I C C E N T E R A N A H E I M , C A L I F O R N I A G N I R E E N E I G N 1 6 7 9 5 V o n K a r m a n , S u i t e 1 0 0 , I r v i n e , C a l i f o r n i a 9 2 6 0 6 t e l 9 4 9 . 4 7 4 . 1 9 6 0 f a x 9 4 9 . 4 7 4 . 5 3 1 5 w w w . f u s c o e . c o m 0 1 / 0 2 / 2 0 1 8 S H E E T 2 O F 8 S E E S H E E T 1 SECTION A ≥≥ S E T B A C K SETBACK T 5 T4POWERUNIT POWER UNIT L A P A L M A A V E N U E TUSTIN AVENUE N O T A P A R T P A C I F I C E N T E R D R I V E ( P R I V A T E ) P A C I F I C E N T E R D R I V E ( P R I V A T E ) BNSF RAILROAD G N I R E E N E I G N 1 6 7 9 5 V o n K a r m a n , S u i t e 1 0 0 , I r v i n e , C a l i f o r n i a 9 2 6 0 6 t e l 9 4 9 . 4 7 4 . 1 9 6 0 f a x 9 4 9 . 4 7 4 . 5 3 1 5 w w w . f u s c o e . c o m C O N C E P T U A L U T I L I T Y P L A N - S I T E A P A C I F I C C E N T E R A N A H E I M , C A L I F O R N I A 0 1 / 0 2 / 2 0 1 8 S H E E T 3 O F 8 S E E S H E E T 4 S E T B A C K S E T B A C K SETBACK SETB A C K T 5 T 6 T 4 P O W E R U N I T TUST I N A V E N U E R I V E R S I D E F R E E W A Y N O T A P A R T N O T A P A R T N O T A P A R T P A C I F I C E N T E R D R I V E ( P R I V A T E ) BNSF RAILROAD C O N C E P T U A L U T I L I T Y P L A N - S I T E B P A C I F I C C E N T E R A N A H E I M , C A L I F O R N I A G N I R E E N E I G N 1 6 7 9 5 V o n K a r m a n , S u i t e 1 0 0 , I r v i n e , C a l i f o r n i a 9 2 6 0 6 t e l 9 4 9 . 4 7 4 . 1 9 6 0 f a x 9 4 9 . 4 7 4 . 5 3 1 5 w w w . f u s c o e . c o m 0 1 / 0 2 / 2 0 1 8 S H E E T 4 O F 8 S E E S H E E T 3 L A P A L M A A V E N U E TUSTIN AVENUE PACIFICENTER DRIVE S I T E S E C T I O N S P A C I F I C C E N T E R A N A H E I M , C A L I F O R N I A 0 1 / 0 2 / 2 0 1 8 S H E E T 5 O F 8 S E C T I O N ' B ' L A P A L M A A V E N U E S C A L E : 1 " = 5 ' S E C T I O N ' C ' T U S T I N A V E N U E S C A L E : 1 " = 5 ' S E C T I O N ' D ' P A C I F I C E N T E R D R I V E S C A L E : 1 " = 5 ' SECTI O N ' G ' SITE ' B ' SCALE: 1 " = 5 ' S E C T I O N ' H ' S I T E ' B ' S C A L E : 1 " = 5 ' SECTIO N ' E ' SITE ' A ' SCALE: 1" = 5 ' SECTI O N ' F ' SITE ' A ' SCALE: 1" = 5 ' ≥ R I G H T - O F - W A Y D E D I C A T I O N D E T A I L S C A L E : 1 " = 4 0 ' S E C T I O N ' I ' S C A L E : 1 " = 5 ' S E C T I O N ' J ' S C A L E : 1 " = 5 ' S E C T I O N ' K ' S C A L E : 1 " = 5 ' ≥ L A P A L M A A V E N U E T U S T I N A V E N U E RIVERSIDE FREEWAY B N S F R A I L R O A D P A C I F I C E N T E R D R I V E P A C I F I C E N T E R D R I V E L A P A L M A A V E N U E T U S T I N A V E N U E R I V E R S I D E F R E E W A Y B N S F R A I L R O A D P A C I F I C E N T E R D R I V E P A C I F I C E N T E R D R I V E G N I R E E N E I G N 1 6 7 9 5 V o n K a r m a n , S u i t e 1 0 0 I r v i n e , C a l i f o r n i a 9 2 6 0 6 t e l 9 4 9 . 4 7 4 . 1 9 6 0 f a x 9 4 9 . 4 7 4 . 5 3 1 5 w w w . f u s c o e . c o m E X I S T I N G A L T A P A C I F I C C E N T E R A N A H E I M , C A L I F O R N I A 0 1 / 0 2 / 2 0 1 8 S H E E T 7 O F 8 E X I S T I N G A L T A P A C I F I C C E N T E R A N A H E I M , C A L I F O R N I A 0 1 / 0 2 / 2 0 1 8 S H E E T 8 O F 8 BERKELEY CARLSBAD FRESNO IRVINE LOS ANGELES PALM SPRINGS POINT RICHMOND RIVERSIDE ROSEVILLE SAN LUIS OBISPO 20 Executive Park, Suite 200, Irvine, California 92614 949.553.0666 www.lsa.net February 7, 2018 Scott Peterson Hines 4000 MacArthur Boulevard, Suite 110 Newport Beach, CA 92660 Subject: Link OC Shared Parking Analysis Dear Mr. Peterson: LSA is pleased to submit this analysis of shared parking for the Link OC project (project) at the PacifiCenter in Anaheim. The PacifiCenter site is at the southwest corner of Tustin Avenue/La Palma Avenue in the Canyon district of the City of Anaheim (City). The PacifiCenter consists of 25.71 acres bounded by La Palma Avenue, Tustin Avenue, the State Route 91 westbound on-ramp, and BNSF Railway railroad tracks. The Anaheim Canyon Metrolink station is within the PacifiCenter site. Vehicular access to the site is provided via signalized intersections at Tustin Avenue/PacifiCenter Drive and PacifiCenter Drive/East La Palma Avenue. This site is the parcel described in the PacifiCenter Anaheim Specific Plan 88-3. In January 2016, the City rescinded the PacifiCenter Specific Plan and adopted the Anaheim Canyon Specific Plan in its place. The PacifiCenter is in Development Area 3 (Transit Oriented Area) of the Anaheim Canyon Specific Plan. The Anaheim Canyon Specific Plan does not change the City’s parking standards for residential or nonresidential land uses in the specific plan area. Parking and loading provisions in Anaheim Municipal Code (AMC) Section 18.32.100 for projects in a Mixed-Use Overlay zone apply to this project. Figure 1 (all figures are provided in Attachment A) illustrates the existing PacifiCenter site. The PacifiCenter encompasses nine buildings under separate ownership (two fast-food restaurants with drive-throughs, three mixed-use commercial buildings, a big-box retail building, a hotel, an office/industrial building, and an office tower). In total, the site has approximately 250,000 square feet (sf) of commercial use and a 116-room hotel. These uses are currently served by 1,293 parking spaces (of which 41 are Americans with Disabilities Act [ADA] spaces). The proposed project is within the PacifiCenter but will not affect every zone. The project will construct two residential apartment communities within the site, which is consistent with the vision of the Anaheim Canyon Specific Plan. One apartment community, Site A, would be approximately located in Zone 6. The second apartment community, Site B, would be approximately located in Zone 4, demolishing and replacing the office/industrial building. The project also proposes to reconfigure Zone 5 to increase the amount of surface parking in the area. In Zone 1, the project proposes to construct a new 5,000 sf commercial building and reconfigure parking as necessary. The following table summarizes the changes associated with the project. ATTACHMENT NO. 3 3/1/18 «P:\HNS1601\Parking\Shared Parking Letter12c.docx» 2 Zone Proposed Changes Zone 1 (Applicant Commercial) Add a 5,000 sf retail building and reconfigure parking Zone 2 (Winters Property) No change Zone 3 (Hotel) Minor modification to entry Zone 4 (Residential Site B) Demolish existing office and construct 214 apartments Zone 5 (Applicant Office) Add surface parking Zone 6 (Residential Site A) Remove surface parking and construct 192 apartments sf = square foot Figure 2 illustrates the future PacifiCenter site plan, including the number of parking spaces in each zone. The proposed future total number of parking spaces is 1,762. Within the Link OC properties (Zones 1, 4, 5, and 6), the total parking supply is 1,267 parking spaces. The intent of this parking study is to (1) demonstrate that existing development in Zone 2 and Zone 3 has sufficient parking within the zones, (2) calculate parking demand for the mixed-use project in Zones 1, 4, 5, and 6 per AMC 18.32.100.010, and (3) demonstrate through shared parking the feasibility of the proposed plan for accommodating the parking demand generated by the Link OC project in the Link OC zones (Zones 1, 4, 5, and 6). The Covenants, Conditions, Restrictions, and Easements (CC&Rs) for the PacifiCenter dated October 25, 1999 (Attachment B) show that the site has been subject to reciprocal parking since 1991. Section 2.1.4 of the CC&Rs specifies this arrangement. Although the CC&Rs establish shared parking across the entire PacifiCenter, this parking study will demonstrate that the portions of the PacifiCenter in Zone 2 (the Winters Property) and Zone 3 (the hotel) can be self-contained and need not lend or borrow parking spaces. Parking demand for Zones 1 and 5 will be separated from other areas of the PacifiCenter through the landscaping and a strong pedestrian connection between these zones. The parking requirements for most of the site’s individual uses are provided in the AMC. The exception is the transit station. The transit station is an important component of the PacifiCenter and is described in detail below. Anaheim Canyon Metrolink Station The Amended and Restated Agreement Regarding Anaheim Canyon Commuter Rail Station dated August 5, 1999 (Attachment C), modified the Original Easement Agreement from 1996 (which had not been signed and was never in effect) and establishes an easement for 70 parking spaces at the Anaheim Canyon Station. Item 5 of the First Amendment to the Anaheim Canyon Commuter Rail Station Easement Agreement dated November 1, 2016 (Attachment D), reiterates that 70 parking spaces are allocated for use of the Metrolink station by the property owner. The Anaheim Canyon Station is a destination station along the Inland Empire-Orange County Metrolink line. Metrolink currently offers eight northbound and eight southbound trains to the Anaheim Canyon Station daily. The phenomenon of “station cars” is common at destination Metrolink stations. The Anaheim Canyon Station is no exception. Station cars occur when commuters use a personal vehicle to make their last mile connection between the transit station and their workplace. Some commuters will leave a personal vehicle at a transit station overnight. These cars then leave the parking area in the morning when the owner arrives on the train. 3/1/18 «P:\HNS1601\Parking\Shared Parking Letter12c.docx» 3 The departure of station cars could be replaced by additional commuters arriving in the morning. The rider origin-destination map for the Inland Empire-Orange County Line from the Metrolink 2015 Origin-Destination Study (Attachment E) shows many rider destinations near the Anaheim Canyon Station. These riders likely park overnight at the Anaheim Canyon Station. The Origin-Destination Study also shows rider origins in Anaheim, Brea, Fullerton, and Yorba Linda. These riders likely drive to the Anaheim Canyon Station and park during the day. The Anaheim Canyon Station provides bicycle lockers and bicycle racks for bicycle parking. Orange County Transportation Authority (OCTA) buses connect to the Anaheim Canyon Station with both traditional fixed-route service and StationLink service designed to take commuters from the station to employment nodes. Recently, the Anaheim Transportation Network (ATN) began servicing the Anaheim Canyon Station. However, personal vehicles remain popular for the last-mile connection. Metrolink parking occurs in the areas marked Zone 4, Zone 5 and Zone 6 on Figure 1. LSA conducted parking surveys in the PacifiCenter on July 29, 2016, which showed approximately 60 station cars overnight and peak demand for 87 spaces at 5:00 p.m. The number of station cars and total demand has decreased over time. OCTA commissioned a parking study for this Metrolink station in April 2016 (Attachment F). This study1 provided the results of three surveyed days. On two of those days, the OCTA study found maximum Metrolink parking demand to be approximately 86 parking spaces. On one of those days, the OCTA study shows the maximum Metrolink parking demand to be approximately 100 parking spaces. This parking study analyzes typical Metrolink-generated demand for 87 parking spaces, rather than the parking easement’s limit of 70 parking spaces. It should be noted, however, that on high demand days, such as the one survey day identified in the OCTA study, 100 parking spaces can be accommodated. In the Southern California region, transit ridership has been decreasing. A report prepared by the UCLA Institute of Transportation Studies2 (Attachment G) identified that steep declines in transit ridership have been due mostly to increases in access to automobiles. The report concluded that the observed trends were unlikely to reverse anytime soon. As transit ridership in general decreases, the likelihood of increased demand for parking at the Anaheim Canyon Station also decreases. It should also be noted that the Link OC project, which is primarily residential in nature, would not increase parking demand at the Metrolink station. Parking Demand AMC Section 18.32.100 requires a parking demand study to determine the adequacy of parking for mixed-use projects. To calculate the parking demand, this study begins by calculating the parking requirements for individual land uses. The off-street parking requirements found in AMC Section 18.42.040 are not altered by the Anaheim Canyon Specific Plan (January 2016) and can be used to calculate the parking demand for individual land uses in the PacifiCenter. The AMC parking 1 STV. 2016. Anaheim Canyon Metrolink Station Project: Station Parking Study. October. 2 UCLA Institute of Transportation Studies. 2017. “Transit Ridership Trends in the SCAG Region.” December. 3/1/18 «P:\HNS1601\Parking\Shared Parking Letter12c.docx» 4 requirements have recently been revised based on City surveys of existing commercial retail centers. The revised off-street parking requirements would require that large commercial retail centers (other than those located in a mixed-use project) provide four spaces per thousand square feet (TSF) if restaurant use is 40 percent or less of the gross leasable space. Although the PacifiCenter is mixed- use, the land uses in Zone 1 and Zone 2 are entirely commercial. On an individual level, both Zone 1 and Zone 2 are large commercial retail centers. For the purposes of calculating parking demand for each individual land use, application of the large commercial retail center rate is appropriate. Both of the large commercial retail centers in the PacifiCenter would have 40 percent or less restaurant space. Furniture, carpeting, and flooring stores (e.g., Jerome’s Furniture) require 2.25 spaces per TSF. Hotels must provide 0.80 space per guest room and 0.25 space per employee in guest room areas. Offices are required to provide four spaces per TSF for buildings three stories or less and three spaces per TSF for buildings four stories or higher. Multifamily residential uses require 1.25 spaces per studio, 2.00 spaces per one-bedroom, 2.25 spaces per two-bedroom, and 3.00 spaces per three-bedroom dwelling unit inclusive of guest parking (0.25 guest spaces per dwelling unit). Table A presents the off-street parking spaces required for the proposed future PacifiCenter per the existing AMC. Table A: Municipal Code Parking Requirements for Individual Land Uses Land Use Parking Space Rates per Anaheim Municipal Code Section 18.42.040 Project Parking Requirements Size Unit Required Parking Spaces Applicant Commercial Retail Center (Zone 1) 4 spaces per TSF if restaurant use is 40% or less of gross leasable space 34.257 TSF 137 Winters Commercial Retail Center (Zone 2) 4 spaces per TSF if restaurant use is 40% or less of gross leasable space 48.500 TSF 194 Jerome’s Furniture (Zone 2) 2.25 spaces per TSF 52.000 TSF 117 Hotel – Room (Zone 3) 0.80 space/guest room 116 Room 93 Hotel – Employee (Zone 3) 0.25 space/employee 20 Employee 5 Office – 1065 North PacifiCenter Drive (Zone 5) 3 spaces per TSF 94.518 TSF 284 Metrolink (Zone 5) Parking Easement 70 Proposed Site A Apartments1 (Zone 6) 1.25 spaces per studio, 2.00 spaces per one-bedroom, 2.25 spaces per two-bedroom, and 3.00 spaces per three-bedroom 192 DU 366 Proposed Site B Apartments2 (Zone 4) 214 DU 421 Total 1,687 1 40 studio, 106 one-bedroom, 46 two-bedroom 2 34 studio, 105 one-bedroom, 75 two-bedroom DU = dwelling unit TSF = thousand square feet Restaurant space in the applicant’s renovated commercial retail center would be limited to the existing fast-food restaurants (5,934 sf) and 7,768 sf in the remaining buildings in order to meet the 40 percent or less restaurant requirement. Restaurant space in the Winters commercial retail center is currently less than 10 percent of the total gross leasable space. It should be noted that an escape room is a potential tenant of the renovated commercial retail center. According to the operational 3/1/18 «P:\HNS1601\Parking\Shared Parking Letter12c.docx» 5 information submitted by the operator, this 3,560 sf space would have 2–3 employees for 3–4 separate rooms, each accommodating 3–8 customers. With an average of 5.5 customers per room and 4 rooms, the site would host 22 customers at a time on average. As a group activity, average vehicle occupancy of 2 customers per vehicle is expected for 11 customer vehicles and 3 employee vehicles. The resulting figure of 14 vehicles is consistent with the four spaces per TSF commercial retail center parking rate. As Table A shows, application of the AMC would require 1,687 parking spaces for the future site. AMC required parking for each zone is summarized in the following table: Zone Required Parking Spaces Zone 1 (Applicant Commercial) 137 Zone 2 (Winters Property) 311 Zone 3 (Hotel) 98 Zone 4 (Residential Site B) 421 Zone 5 (Applicant Office) 354 Zone 6 (Residential Site A) 366 Total Site 1,687 spaces Total Link OC (Zones 1, 4, 5, and 6) 1,278 spaces Parking Supply Figure 2 includes the proposed future parking supply for each of the zones in the PacifiCenter. Parking is provided in surface parking lots for most of the PacifiCenter. In Zone 6 (proposed Residential Site A), 5 parking spaces are located outside of the parking structure and 354 parking spaces are located inside the parking structure. In Zone 4 (proposed Residential Site B), 6 parallel parking spaces are located along the development, 4 parking spaces are located outside of the parking structure, and 377 parking spaces are located inside the parking structure. Parking lot striping in Zone 3 (the hotel) will be slightly altered as a result of developing proposed Residential Site B. Parking in the proposed PacifiCenter site is summarized in the following table: Zone Supplied Parking Spaces Zone 1 (Applicant Commercial) 226 Zone 2 (Winters Property) 360 Zone 3 (Hotel) 135 Zone 4 (Residential Site B) 387 Zone 5 (Applicant Office) 295 Zone 6 (Residential Site A) 359 Total Site 1,762 spaces Total Link OC (Zones 1, 4, 5, and 6) 1,267 spaces Parking Supply versus Demand The total site parking supply (1,762) is forecast to be greater than total site parking demand (1,687). However, as shown in Attachment H, PacifiCenter Parcel Map, the 1011/1021 North Tustin Avenue building and adjacent 360 parking spaces are one parcel (Assessor’s Parcel No. [APN] 345-181-24). The 1035 North Tustin Avenue building is another separate parcel (APN 345-181-23). Despite reciprocal parking on the site, the Link OC project does not need parking in APN 345-181-23 and APN 345-181-24 (Zone 2) to satisfy parking requirements when analyzing shared parking. 3/1/18 «P:\HNS1601\Parking\Shared Parking Letter12c.docx» 6 Table B compares the AMC required parking for each zone to the parking supplied in each zone. As Table B shows, Zone 2 (Winters Property) and Zone 3 (Hotel) have sufficient parking supply to meet the AMC parking requirement. Because these zones do not require parking from the other zones and the Link OC project does require parking from these zones to meet their AMC parking requirement, the following shared parking analysis does not include these parcels. Table B: Parking Required and Parking Supply by Zone Zone AMC Parking Required Parking Supply Difference Zone 1 (Applicant Commercial) 137 226 spaces 89 spaces Zone 2 (Winters Property) 311 360 spaces 49 spaces Zone 3 (Hotel) 98 135 spaces 37 spaces Zone 4 (Residential Site B) 421 387 spaces (34) spaces Zone 5 (Applicant Office) 354 295 spaces (59) spaces Zone 6 (Residential Site A) 366 359 spaces (7) spaces Total 1,687 1,762 spaces 75 spaces Total Link OC (Zones 1, 4, 5, and 6) 1,278 1,267 spaces (11) spaces or 1 percent AMC = Anaheim Municipal Code Shared Parking As Table B shows, the Link OC project areas would require 1,278 parking spaces per the AMC, but 1,267 parking spaces are provided. This is 1 percent fewer parking spaces than would be required for individual land uses that are not located in a mixed-use development. The parking demand in a Mixed-Use Overlay zone can be calculated by the analysis of shared parking, which in this case demonstrates that the parking supply is sufficient to accommodate the peak parking demand. This shared parking analysis examines how parking demand varies for each of the Link OC uses throughout the day to demonstrate how shared parking will operate for the proposed project. Reduced Parking Demand and Shared Parking Calculation The project site is adjacent to the Anaheim Canyon Station and is accessible by Metrolink trains, OCTA bus service, and the ATN. Some of the commercial retail center and office employees could travel to the site using transit. Additionally, the site is mixed use in nature and some of the commercial retail center patrons may come from the offices and not require additional parking. Based on previous experience in the City’s high-frequency transit neighborhoods and research into transit use in mixed-use and transit-adjacent developments similar to the PacifiCenter, LSA estimated the commercial retail center parking demand would be approximately 10 percent less than in other areas of Anaheim1 and office parking demand would be 5 percent less.2 Both studies are provided in Attachment I. As mentioned previously, no reduction to the residential parking requirement has been assumed. 1 California Department of Transportation. 2002. Table 1, Parking and TOD: Challenges and Opportunities. February. 2 Lund, Willson, and Cervero. 2006. Figure 7, A Re-Evaluation of Travel Behavior in California TODs. Journal of Architectural and Planning Research. Autumn 2006. 3/1/18 «P:\HNS1601\Parking\Shared Parking Letter12c.docx» 7 Because of different hours of operation and different offsetting parking activities, not all uses at the site require their full allotment of parking spaces at the same time. LSA used methodologies found in Shared Parking, Second Edition (Urban Land Institute 2005) to identify the daily variations in parking demand for each of the site’s land uses. The time-of-day factors found in Shared Parking are based on empirical studies and results from multiple parking accumulation counts. The time-of-day factors for Metrolink parking demand were calculated from empirical data collected in 2016 at the Anaheim Canyon Station. A detailed table outlining the parking reductions and shared parking analysis is provided in Table C. The variation in parking needs reflects uses that are not fully utilized at the same time. Table C identifies that peak parking demand for the site is anticipated to occur in the early evening, when residents have returned to the proposed apartment communities. At the time of peak parking demand, the Link OC parcels are estimated to require 973 parking spaces. In the early afternoon, when commercial retail and office parking demand are near their peak, demand for 971 parking spaces is anticipated. Table D aggregates the calculated parking demand for each use into the various zones of the Link OC project. PacifiCenter Shared Parking Plan The following describes how parking would function in each area of the Link OC project. Zone 1 and Zone 5 (Retail and Office) • 521 parking spaces would be provided: ○ 226 parking spaces are proposed in the commercial retail center in Zone 1 ○ 295 parking spaces are proposed around the office building in Zone 5 ○ Peak parking demand is forecast to be 471 spaces • 70 marked Metrolink spaces would be located in Zone 5, adjacent to the Metrolink station. • During the daytime, excess demand for office/Metrolink parking in Zone 5 could be satisfied with available parking in Zone 1 through strong pedestrian connectivity. • In the evening, office parking demand is low (demand for approximately 140 fewer spaces at 5:00 p.m., and lower demand thereafter) and Zone 5 would be able to accommodate excess parking demand for the commercial retail center (if excess demand occurs) or overflow guest parking (a total of 41 spaces) from the adjacent apartments. 3/ 1 / 1 8 « P : \ H N S 1 6 0 1 \ P a r k i n g \ S h a r e d P a r k i n g L e t t e r 1 2 c .d o c x » 8 Ta b l e C : W e e k d a y T i m e o f D a y w i t h R e d u c e d P a r k i n g Li n k O C Sh a r e d P a r k i n g R e q u i r e m e n t s Ti m e - o f - D a y F a c t o r s 1 6: 0 0 a. m . 7: 0 0 a. m . 8: 0 0 a. m . 9: 0 0 a. m . 10 : 0 0 a. m . 11 : 0 0 a. m . 12 : 0 0 p. m . 1: 0 0 p. m . 2: 0 0 p. m . 3: 0 0 p. m . 4: 0 0 p. m . 5: 0 0 p. m . 6: 0 0 p. m . 7: 0 0 p. m . 8:00 p.m. 9:00 p.m. 10:00 p.m. 11:00 p.m. Sh o p p i n g C e n t e r Cu s t o m e r 1% 5% 15 % 35 % 65 % 85 % 10 0 % 10 0 % 95 % 90 % 90 % 95 % 95 % 95 % 80% 50% 30% 10% Em p l o y e e 10 % 15 % 40 % 75 % 85 % 95 % 10 0 % 10 0 % 10 0 % 10 0 % 10 0 % 95 % 95 % 95 % 90% 75% 40% 15% Re s i d e n t i a l Gu e s t 10 % 20 % 20 % 20 % 20 % 20 % 20 % 20 % 20 % 20 % 40 % 60 % 10 0 % 100% 100% 100% 80% Re s i d e n t 10 0 % 90 % 85 % 80 % 75 % 70 % 65 % 70 % 70 % 70 % 75 % 85 % 90 % 97 % 98% 99% 100% 100% Of f i c e Vi s i t o r 1% 20 % 60 % 10 0 % 45 % 15 % 45 % 10 0 % 45 % 15 % 10 % 5% 2% 1% Em p l o y e e 3% 30 % 75 % 95 % 10 0 % 10 0 % 90 % 90 % 10 0 % 10 0 % 90 % 50 % 25 % 10 % 7% 3% 1% Me t r o l i n k 2 Ri d e r 80 % 70 % 71 % 98 % 32 % 33 % 39 % 80 % 95 % 97 % 87 % 10 0 % 85 % 75 % 72% 80% 80% 80% Ti m e -of -Da y P a r k i n g De m a n d To t a l De m a n d Re s i d e n t i a l A R e s i d e n t 31 8 3 18 28 6 27 0 25 4 23 8 22 2 20 6 22 2 22 2 22 2 23 8 27 0 28 6 30 8 311 314 318 318 Re s i d e n t i a l A G u e s t 48 0 5 10 10 10 10 10 10 10 10 10 19 29 48 48 48 48 38 Re s i d e n t i a l B R e s i d e n t 36 7 36 7 33 0 31 2 29 4 27 5 25 7 23 9 25 7 25 7 25 7 27 5 31 2 33 0 35 6 360 363 367 367 Re s i d e n t i a l B G u e s t 54 0 5 11 11 11 11 11 11 11 11 11 21 32 54 54 54 54 43 Ap p l i c a n t Co m m e r c i a l Re t a i l 12 3 3 9 2 5 53 8 5 10 7 12 3 12 3 11 8 11 3 11 3 11 7 11 7 11 7 10 1 6 8 39 1 4 Of f i c e – 10 6 5 N or t h Pa c i f i C e n t e r 27 0 7 75 19 0 24 9 27 0 25 8 22 7 23 3 27 0 25 8 22 7 12 6 63 25 18 7 2 0 Me t r o l i n k 87 70 61 62 85 28 29 34 70 83 84 76 87 74 65 63 70 70 70 To t a l 1, 2 67 76 5 77 1 88 0 95 6 91 7 89 4 85 0 92 6 97 1 95 5 95 0 95 2 93 1 97 3 955 924 898 850 1 Ti m e -of -Da y F a c t o r s r e f e r e n c e d f r o m Sh a r e d P a r k i n g , S e c o n d E d i t i o n , U r b a n L a n d I n s t i t u t e (20 0 5 ) 2 De v e l o p e d f r o m e m p i r i c a l d a t a c o l l e c t e d a t t h e A n a h ei m C a n y o n S t a t i o n Ta b l e D : P a r k i n g D e m a n d S u m m a r y Pa r c e l P a r k i n g S u p p l y Pa r k i n g D e m a n d b y T i m e o f D a y 6: 0 0 a. m . 7: 0 0 a. m . 8: 0 0 a. m . 9: 0 0 a. m . 10 : 0 0 a. m . 11 : 0 0 a. m . 12 : 0 0 p. m . 1: 0 0 p. m . 2: 0 0 p. m . 3: 0 0 p. m . 4: 0 0 p. m . 5: 0 0 p. m . 6: 0 0 p. m . 7:00 p.m. 8:00 p.m. 9:00 p.m. 10:00 p.m. 11:00 p.m. Zo n e 1 a n d Z o n e 5 ( Re t a i l , Of f i c e , an d A p a r t m e n t G u e s t P a r k i n g ) 52 1 8 0 1 4 5 2 7 8 3 8 6 3 8 3 3 9 4 3 8 3 4 2 6 4 7 1 4 5 5 4 1 5 3 3 2 27 0 2 6 4 2 3 8 2 0 2 1 6 8 1 2 0 Zo n e 4 ( R e s i d e n t i a l S i t e B ) 38 7 36 7 33 5 32 3 30 4 28 6 26 8 24 9 26 8 26 8 26 8 28 6 33 2 35 0 376 380 383 387 387 Zo n e 6 ( R e s i d e n t i a l S i t e A ) 35 9 31 8 29 1 27 9 26 4 24 8 23 2 21 6 23 2 23 2 23 2 24 8 28 9 31 1 333 336 339 343 343 To t a l 1, 2 6 7 76 5 77 1 88 0 95 4 91 7 89 4 84 8 92 6 97 1 95 5 94 9 95 3 93 1 973 954 924 898 850 3/1/18 «P:\HNS1601\Parking\Shared Parking Letter12c.docx» 9 Zone 4 (Residential Site B) • Residential parking requirements from the AMC are applied to this project: ○ No assumed parking reduction due to transit adjacency ○ 367 resident parking spaces and 54 guest parking spaces required • 387 parking spaces would be provided. ○ 377 in a parking structure. ○ 10 surface parking spaces. ○ All resident parking demand is accommodated on-site. ○ 20 guest parking spaces available on-site would be able to park anticipated demand before 5:00 p.m. ○ After 5:00 p.m., the overflow guest parking demand (34 spaces) would be accommodated in Zone 5 surrounding the office building. Zone 6 (Residential Site A) • Residential parking requirements from the AMC are applied to this project: ○ No assumed parking reduction due to transit adjacency ○ 318 resident parking spaces and 48 guest parking spaces required • 359 parking spaces would be provided: ○ 354 in a parking structure. ○ 5 surface parking spaces. ○ All resident parking demand is accommodated on site. ○ 41 guest parking spaces available on site would be able to park anticipated demand before 5:00 p.m. ○ After 5:00 p.m., the overflow guest parking demand (7 spaces) would be accommodated in Zone 5 surrounding the office building. F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT A FIGURES Figure 1: Existing PacifiCenter Site Plan Figure 2: Future PacifiCenter Site Plan I:\HNS1601\G\Existing_Site_Plan.cdr (7/19/2017) FIGURE 1 Existing Site Plan PacifiCenter SOURCE Goog: le Earth, 2016 FEET 2001000 N ZONE 1 262 N. T U S T I N A V E . N. T U S T I N A V E . E. LA PALMA AVE.E. LA PALMA AVE. ZONE 2 360 ZONE 4 324 ZONE 3 133 ZONE 5 161 ZONE 6 53 N. P a c i f i c e n t e r D R . N. P a c i f i c e n t e r D R . N. P a c i f i c e n t e r D R . N. P a c i f i c e n t e r D R . Parking Zones with Number of Parking Spaces LEGEND POWERUNIT OTIS GE N 2 3500 L B / 200 F P M 5'-0" PIT 14'-11 " O VER R U N 7'-9" C A B H E I G H T 100' MAX. T R A V E L OTISGEN2 3500 L B / 2 0 0 FPM 5'-0" P I T 14'-11 " O V E R RU N 7'-9" C AB HE I GHT 100' M AX. TRAV E L 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0" 8 ' - 6 " T Y P . REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW OTISGEN23500 LB / 200 FPM5'-0" PIT14'-11" OVERRUN7'-9" CAB HEIGHT100' MAX. TRAVEL REF. DW REF. DW REF. DW RE F . D W RE F . D W SETBACK SETBACK S E T B A C K S E T B A C K 1 0 ' - 0 " 5 ' - 0 " 8 ' - 9 " 5 ' - 0 " 6 ' - 4 " 34'-11" 37'-1" 1 0 ' - 0 " 1 2 ' - 9 " PLAZAAREA T5 T6 T4 6 ' - 4 " 34'-11" 37'-1" 1 0 ' - 0 " 1 2 ' - 9 " PLAZAAREA 1 0 ' - 0 " 5 ' - 0 " 8 ' - 9 " 5 ' - 0 " POWERUNIT OTIS GE N 2 3500 L B / 200 F P M 5'-0" PIT 14'-11 " O VER R U N 7'-9" C A B H E I G H T 100' MAX. T R A V E L OTISGEN2 3500 L B / 2 0 0 FPM 5'-0" P I T 14'-11 " O V E R RU N 7'-9" C AB HE I GHT 100' M AX. TRAV E L 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0" 8 ' - 6 " T Y P . REF. DW REF. DW 17'-9" 17'-9" 1 1 ' - 2 " 10'-8"7'-1" REF. DW 8'-6" 1 8 ' - 0 " R E F. D W R E F . D W RE F .DW REF. DW RE F . D W C O A T S L. RE F . DW REF. DW 16'-0" REF. DW C OATS L. REF. DW REF. DW R E F . D W REF. DW REF. DW REF. DW REF. DW OTI S GEN 2 350 0 LB / 2 0 0 FP M 5'-0" P I T 14'-11" OV E R RUN 7'-9" CAB H E IGH T 100 ' M AX. T R AVE L PO W E R U N I T OTISGEN2 3500 LB / 2 0 0 F P M 5'-0 " PIT 14'-11" O VERR U N 7'-9" C A B HEIG H T 100' MA X .TRA V E L DELIVERIES SU-30 TRUCKTURNING RADIUS RE F . DW 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0" 1 9 ' - 0 " 2 5 ' - 0 " 8 ' - 6 " 8 ' - 6 " 6 ' - 3 " 6 ' - 1 " 5 ' - 3 " 5 ' - 4 " 18'-0" 1 5 ' - 9 " 11 '-1 0" 11'-1 " 8 ' - 6 " 8 ' - 6 " 8 ' - 6 " 1 8 ' - 0 " T Y P . 8'-6" TYP. 0 5 0 ' 1 0 0 ' 1 5 0 ' S C A L E : 1 " = 5 0 ' N T U S T I N A V E N U E P A C I F I C E N T E R D R I V E B . N . S . F R . R . E X I S T . M E T R O L I N K P L A T F O R M E. LA PA L M A A V E N U E PACIFICEN T E R D R I V E 91 RIVER S I D E F W Y EXIST. OFFICE BLDG. N T E R M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M MM MM MM MM MM MM MM MM MM MM MM M M M M M M M M M M M M M I:\HNS1601\G\Future_Site_Plan.cdr (2/6/2018) FIGURE 2 Future Site Plan Link OC SOURCE Architects Orange, 2017: FEET 2001000 N Shared Parking Zones with Number of Parking Spaces LEGEND Link OC Zones Shared Parking ZONE 1 226 ZONE 2 360 ZONE 4 387 ZONE 3 135 ZONE 5 295 ZONE 6 359 F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT B COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS FOR PACIFICENTER F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT C AMENDED AND RESTATED AGREEMENT REGARDING ANAHEIM CANYON COMMUTER RAIL STATION F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT D FIRST AMENDMENT TO ANAHEIM CANYON COMMUTER RAIL STATION EASEMENT AGREEMENT F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT E INLAND EMPIRE-ORANGE COUNTY LINE RIDER ORIGINS AND DESTINATIONS F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT F ANAHEIM CANYON METROLINK STATION PROJECT: STATION PARKING STUDY Orange County Transportation Authority Contract No. C-4-1977 Preliminary Engineering and Environmental Services for the Anaheim Canyon Metrolink Station Project Technical Memorandum Station Parking Study Final Draft October 3, 2016 Prepared by: In association with: National Data & Surveying Services (NDS) Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page ii Technical Memorandum – Station Parking Study Final Draft Table of Contents 1. INTRODUCTION ..........................................................................................................................1 1.1. Project Background ...........................................................................................................1 1.2. Purpose of Station Parking Lot Study Technical Memorandum .......................................2 2. EXISTING PARKING CONDITIONS ...............................................................................................2 3. PARKING STUDY APPROACH ......................................................................................................3 3.1. Methodology .....................................................................................................................3 3.2. Information Reviewed .......................................................................................................4 3.3. City of Anaheim Input and Next Steps ..............................................................................4 4. PARKING STUDY RESULTS ..........................................................................................................4 4.1. Parking Space Designation ................................................................................................4 4.2. Hourly Occupancy by Day of the Week .............................................................................5 4.3. Hourly Handicap Occupancy by Day of the Week .............................................................6 4.4. Metrolink VS Non-Metrolink VS Unknown Occupancy by Day of the Week ....................6 5. FUTURE DEMAND ......................................................................................................................8 6. CONCLUSION ..............................................................................................................................8 FIGURES Figure 1.1 Project Location ............................................................................................................. 1 Figure 2.1 Existing Parking at PacifiCenter ..................................................................................... 3 Figure 4.1 Parking Space Designation ............................................................................................. 5 Figure 4.2 Hourly Occupancy by Day of the Week ......................................................................... 5 Figure 4.3 Hourly Occupancy by Day of the Week ......................................................................... 6 Figure 4.4 Overall Types of Parking ................................................................................................ 6 Figure 4.5 Types of Parking in METROLINK PARKING Stalls ........................................................... 7 Figure 4.6 Types of Parking in OFFICE ONLY PARKING Stalls .......................................................... 7 APPENDICES APPENDIX A – Methodology Memorandum APPENDIX B – Raw Parking Lot Count Data APPENDIX C – Train Arrival/Departure Records Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 1 Technical Memorandum – Station Parking Study Final Draft 1. INTRODUCTION 1.1. PROJECT BACKGROUND Anaheim Canyon Metrolink Station is located at 1039 N. PacifiCenter Drive in the northeast region of the City of Anaheim as illustrated in Figure 1.1 Project Location. The station is situated within a 100-foot wide right-of-way along the western edge of the PacifiCenter development in the southwest quadrant of Tustin and La Palma Avenues. The proposed Project is being undertaken to meet the current transit demands and to provide for growth requirements through 2035 and beyond. In particular, OCTA proposes to construct approximately 3,400 linear feet of new siding track and a second 680 foot platform to allow more than one train to serve the station and/or pass through the station area at a time. The Project will also extend the existing platform by 510 feet and make improvements to the parking lot as well as expand surface parking in the adjacent plaza area. The Project will generally include at-grade crossing improvements that may include minor street improvements, railroad track improvements, pedestrian improvements, new rail platforms, and surface parking. A full description of the Project can be found in the 30% Design Report. Figure 1.1 Project Location Source: Metrolink, 2015 Anaheim Canyon Station Project Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 2 Technical Memorandum – Station Parking Study Final Draft The rail corridor is owned by the Orange County Transportation Authority (OCTA). Metrolink dispatches all Metrolink, Amtrak, and Union Pacific (UP) freight trains along the corridor. Metrolink is governed by the Southern California Regional Rail Authority (SCRRA), a joint powers authority that was formed in 1991 and comprises five county agencies: Los Angeles County Metropolitan Transportation Authority (Metro), Orange County Transportation Authority (OCTA), Riverside County Transportation Commission (RCTC), San Bernardino Associated Governments (SANBAG) and Ventura County Transportation Commission (VCTC). The main goal of the project is to alleviate the current single track bottleneck by constructing a second platform and track at Anaheim Canyon Station. That development will set the stage for future service growth on the Inland Empire-Orange County Line. From a larger perspective, this project provides a key passing siding along the Olive Subdivision, a 4.8-mile long segment of single track between Control Point (CP) Atwood and CP Katella. The project will increase train traffic capacity and will therefore decrease travel time for passengers as well as freight trains along the Inland Empire-Orange County Line. Additionally, the project will help facilitate the construction of future operational growth planned for 2035 and beyond. STV, the prime contractor for the project, is fully responsible for executing all project management and technical activities relating to the environmental clearance and design of the Anaheim Canyon Metrolink Station Project. STV’s role is to manage the overall project that results in the successful completion of Preliminary Engineering and Environmental Services. 1.2. PURPOSE OF STATION PARKING LOT STUDY TECHNICAL MEMORANDUM This memorandum summarizes field data obtained during a three day parking lot count, and intends to establish whether or not the current parking lot meets existing Metrolink parking demand and to identify necessary information for further parking study, in coordination with the City of Anaheim and owner of the PacifiCenter complex, which will serve as baseline for any required analysis and/or design to help ensure the parking demands at the station are met. 2. EXISTING PARKING CONDITIONS Parking at the Anaheim Canyon Station is located on the east side of the Metrolink station and within PacifiCenter complex (WBC Properties). There are a total of 133 stalls for Metrolink riders; 8 handicap stalls, 18 unmarked stalls, and 107 marked stalls (“METROLINK ONLY”). The two PacifiCenter buildings have 177 stalls combined in the project area. Of the existing Metrolink marked spaces, 100 were granted in an exclusive easement between the City of Anaheim and PacifiCenter, dated July 15th, 1996, for Metrolink parking. On October 1, 2009, a new agreement was entered between the City of Anaheim and the then owners of PacifiCenter for an additional 79 spaces for Metrolink use on a temporary basis. The temporary spaces can be returned to office building use if tenancy rates at the office buildings located in the PacifiCenter increase. It is also noted that this agreement was not recorded and the current number of office and Metrolink parking may have changed since. Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 3 Technical Memorandum – Station Parking Study Final Draft Two (2) green spaces within the complex have been identified as potential areas for surface parking expansion of up to approximately 60 parking spaces (combined). At this point, any future expansion by PacifiCenter is unknown and any future plans for parking expansion by the City should be discussed with WBC Properties. Figure 2.1 Existing Parking at PacifiCenter 3. PARKING STUDY APPROACH STV engaged National Data & Surveying Services (NDS) to conduct a Station Parking Study to assess current and future needs. A methodology was developed and approved by the City of Anaheim, and is included in Appendix A. A summary of the methodology is included below. 3.1. METHODOLOGY NDS’ parking lot count included the following activities: Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 4 Technical Memorandum – Station Parking Study Final Draft 3.1.1 Conduct Parking Supply and Demand Analysis a. 3-day (weekday) parking utilization counts, including handicapped parking spaces. Observe/confirm if all parking dedicated for station parking are being used by Metrolink riders.  Every hour from 5:00 am to 8:00 pm b. Submit utilization patterns results to the City 3.2. INFORMATION REVIEWED STV and NDS reviewed the information provided by Metrolink and City of Anaheim, as follows: 3.2.1 Strategic Assessment Plan by Metrolink 3.2.2 City of Anaheim agreement with WBC Properties 3.2.3 Previous parking studies 3.3. CITY OF ANAHEIM INPUT AND NEXT STEPS City of Anaheim has agreed with the approach as identified in this section before the parking study was initiated. NDS, as directed by STV, undertook the parking study on April 12, 2016 and assessed the existing site conditions and parking arrangements. The ultimate goal of the parking study will be to propose improvements to meet commuter rail demands taking into account comfort and ease to the passengers, as well as compliance to federal and jurisdictional requirements. 4. PARKING STUDY RESULTS 4.1. PARKING SPACE DESIGNATION The parking study was conducted in the parking areas as shown in Figure 4.1. The blue spaces are designated as “OFFICE PARKING ONLY” and red spaces are marked “METROLINK ONLY”. There are three types of parking stall users at this project location that were noted in the counts:  Metrolink (Metrolink riders)  Non-Metrolink (office building employees or visitors)  Unknown (overnight parkers, parkers who stayed in their vehicles, or parkers who neither use the Metrolink or office building) Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 5 Technical Memorandum – Station Parking Study Final Draft Figure 4.1 Parking Space Designation 4.2. HOURLY OCCUPANCY BY DAY OF THE WEEK In the overall occupancy and usage of all studied parking spaces, there are still spaces left especially during peak hours. About ¼ of all parking spaces are still vacant for both “METRO LINK ONLY” and “OFFICE PARKING ONLY” spaces. See Figure 4.2. Figure 4.2 Hourly Occupancy by Day of the Week Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 6 Technical Memorandum – Station Parking Study Final Draft 4.3. HOURLY HANDICAP OCCUPANCY BY DAY OF THE WEEK The current number of handicap parking spaces available for both Metrolink and office parking are sufficient. See Figure 4.3. Figure 4.3 Hourly Occupancy by Day of the Week 4.4. METROLINK VS NON-METROLINK VS UNKNOWN OCCUPANCY BY DAY OF THE WEEK Figure 4.4 compares the percentage of different types of parking stall users. Majority of the overall parking stall users were non-Metrolink users for this study area. This chart does not take into account the number of Metrolink rider drop-offs and pick-ups. As shown in Figure 4.4, there are still spaces left. Figure 4.4 Overall Types of Parking Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 7 Technical Memorandum – Station Parking Study Final Draft Majority of parking stall users in the Metrolink parking stalls are Metrolink riders but there are many from the office building who also use these stalls. A noticable percentage are unknown. In fact, almost all Metrolink parking stalls were filled around 6pm to 7pm on Wednesday. Figure 4.5 shows that there is enough parking for Metrolink riders but other users have occupied the parking spaces as well, which has caused the Metrolink parking to be close to capacity. See Figure 4.5. Figure 4.5 Types of Parking in METROLINK PARKING Stalls For office only parking, almost all of the users were for the office building. Only a small percentage of Metrolink and unknown parking stall users carried over to the office parking stalls. There is enough parking spaces left for the office building tenants. See Figure 4.6. Figure 4.6 Types of Parking in OFFICE ONLY PARKING Stalls Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 8 Technical Memorandum – Station Parking Study Final Draft 5. FUTURE DEMAND According to the Project Definition Report (PDR), the Inland Empire/Orange County line currently operates 16 trains on weekdays. The Metrolink Commuter Rail Strategic Assessment Report proposed to increase service to 24 trains by 2015 and 26 trains by 2020. There is a 50% increase from16 trains to 24 trains and currently there are 133 Metrolink parking stalls to accommodate Anaheim Canyon station. The parking study results in section 4 above show that there is currently enough parking for the station even with office employees carrying over into Metrolink-marked stalls. And with a 50% increase, the Metrolink-marked stalls would increase from 133 to approximately 200 parking stalls. In technical memorandum PARKING LOT EXPANSION STUDY, the parking lot expansion conceptual layout shows approximately 60 additional parking stalls, with further room for expansion. This concept will allow Metrolink-marked stalls to increase to almost 50%, compared to the increase in trains servicing the station by 2024. If additional stalls were needed, there is still room for surface parking lot expansion but that is a topic of discussion between the building owners, City of Anaheim and OCTA. 6. CONCLUSION There is a mixture of Metrolink, non-Metrolink and unknown parking stall users in all of the parking study area. More of the non-Metrolink parking stall users occupy the Metrolink parking spaces compared to the Metrolink parking stall users parking in office building parking spaces. According to Figure 4.4, there appears to be sufficient capacity for overall occupancy with about 20% to 25% vacancy remaining at peak hours. Although there is enough parking for the overall study area, it is noted that some non-Metrolink parking stall users park in spaces designated for Metrolink users. Even with some of the unintended use of the Metrolink-marked stalls by non-Metrolink users, there is generally sufficient existing capacity in the designated Metrolink spaces (133 spaces marked “METROLINK ONLY”). As can be seen in Figure 4.5, parking lot capacity for the Metrolink stalls general peaked at approximately 90% usage during peak periods, and varied from approximately 50% to 60% during non-peak periods. As such, and recognizing that substantial non-Metrolink users are parking in the Metrolink designated spaces, there does not appear to be a particular need for immediate expansion of the Metrolink parking. MEMORANDUM DATE: March 23, 2016 TO: Lora Cross, OCTA FILE NUMBER: FROM: Andy Sokol, STV PROJECT/PROP. NO.: 4017951 SUBJECT: Anaheim Canyon Station Parking Utilization Counts CLIENT: OCTA Pursuant to the project scope of work, Section 2.1 Field Review of Project Site, STV proposes the following revised methodology for the Parking Utilization Counts at the existing Anaheim Canyon Metrolink Station parking lot. The following are the main objectives of the proposed counts: • Count number of cars parked in the Metrolink-assigned spaces on the hour as noted below. These spaces are denoted with pavement markings, stenciled “Metrolink Parking Only”. • The counts will track how long cars are parked in each Metrolink-marked space (i.e. license plate surveys will be done). • Count number of cars parked overnight in the Metrolink-assigned spaces. • Count number of cars parked in the Metrolink-assigned spaces and do not ride the trains. • Count number of train users parked in non-Metrolink parking spaces. These spaces are denoted with pavement markings, stenciled “Tenant Only” or unmarked spaces. • To clarify the above, the basic destination of each vehicle occupant that does not park in the appropriate type of space will be noted. Limits of this count will be all spaces within the zones indicated by red rectangles on the attached site map. The destination will be recorded as “Metrolink platform” or “other”. In other words, this count will identify and count any Metrolink users parking in non-Metrolink-marked spaces and any non- Metrolink users parking in the Metrolink-marked spaces. Approximate time of these non- conforming parkers will be noted. Other details: • Where: Existing Anaheim Canyon Metrolink Station Parking lot located at 1039 N. PacifiCenter Drive, Anaheim, CA. The location of the 149 Metrolink-assigned spaces and MEMORANDUM PAGE 2 OF 2 Non-Metrolink spaces is shown on the attached plan. Location and quantity of stenciled Metrolink spaces will be field confirmed. When: Three consecutive week days starting Tuesday and ending on Thursday. The week will be determined based upon approval of this methodology. A non-Holiday week (school or holiday) will be selected. • Timings: o The timing of the counts will encompass all inbound and outbound trains between 5am and 8pm. A count will be done before the first train arrives, and after the last train leaves and all passengers depart the station (i.e. to note the overnight parkers). o During peak hours from 5am to 9am and 4pm to 8pm, count times will be scheduled halfway between each train arrival, and the begin and end times of each time interval analyzed. o During non-peak hours, the counts will be done on the hour. The counts will be tabulated segregating regular and accessible parking, Metrolink- and Tenant- marked and unmarked spaces. A report summarizing the findings will be prepared. METROLINK TRAIN SCHEDULE DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 A 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5 : 5 3 : 0 0 A M 00 : 5 3 : 0 0 5: 5 7 : 0 0 A M N O N M E T R O 6 : 0 5 : 0 0 A M 00 : 0 8 : 0 0 6: 1 0 : 0 0 A M M E T R O L I N K 4 : 1 7 : 0 0 P M 10 : 0 7 : 0 0 4: 2 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 4: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 A 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 4: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 4: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 A 5 M e t r o L i n k O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 A 6 M e t r o L i n k O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 7 R e g u l a r Al r e a d y T h e r e U N K N O W N 6 : 2 1 : 0 0 A M 01 : 2 1 : 0 0 7: 4 2 : 0 0 A M U N K N O W N S t i l l T h e r e 12 : 1 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 1 : 0 0 A M 01 : 2 1 : 0 0 4: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 0 4 : 0 0 A M 03 : 0 4 : 0 0 3: 4 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 7: 2 2 : 0 0 A M M E T R O L I N K 8 : 0 4 : 0 0 A M 00 : 4 2 : 0 0 3: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 7: 0 4 : 0 0 A M N O N M E T R O 2 : 0 0 : 0 0 P M 06 : 5 6 : 0 0 7: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 3: 5 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 1 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5: 5 3 : 0 0 A M 00 : 5 3 : 0 0 7: 0 4 : 0 0 A M M E T R O L I N K 6 : 0 5 : 0 0 P M 11 : 0 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 1 4 M e t r o L i n k O n l y 9: 0 0 : 0 0 A M N O N M E T R O 9: 2 8 : 0 0 A M 00 : 2 8 : 0 0 11 : 5 2 : 0 0 A M N O N M E T R O S t i l l T h e r e 08 : 0 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 1 5 M e t r o L i n k O n l y Al r e a d y T h e r e UN K N O W N 5: 5 3 : 0 0 A M 00 : 5 3 : 0 0 7: 0 4 : 0 0 A M M E T R O L I N K 9 : 2 9 : 0 0 A M 02 : 2 5 : 0 0 11 : 0 5 : 0 0 A M M E T R O L I N K S t i l l T h e r e 08 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 1 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5: 5 4 : 0 0 A M 00 : 5 4 : 0 0 6: 0 0 : 0 0 A M M E T R O L I N K 7 : 0 0 : 0 0 A M 01 : 0 0 : 0 0 10 : 0 0 : 0 0 A M M E T R O L I N K 5 : 0 0 : 0 0 P M 07 : 0 0 : 0 0 5: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 1 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 1 5 : 0 0 A M 01 : 1 5 : 0 0 6: 5 5 : 0 0 A M M E T R O L I N K 3 : 5 4 : 0 0 P M 08 : 5 9 : 0 0 4: 0 0 : 0 0 P M M E T R O L I N K 6 : 0 1 : 0 0 P M 02 : 0 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 1 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 7: 0 4 : 0 0 A M M E T R O L I N K 3 : 4 0 : 0 0 P M 08 : 3 6 : 0 0 4: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 1 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 3: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 4: 3 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 6: 3 0 : 0 0 A M N O N M E T R O 7 : 4 7 : 0 0 A M 01 : 1 7 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 10 : 0 5 : 0 0 A M M E T R O L I N K 2 : 0 5 : 0 0 P M 04 : 0 0 : 0 0 4: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 7: 4 1 : 0 0 A M M E T R O L I N K 4 : 2 0 : 0 0 P M 08 : 3 9 : 0 0 5: 5 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 0 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 2: 0 5 : 0 0 P M 09 : 0 5 : 0 0 3: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 5 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5: 5 5 : 0 0 A M 00 : 5 5 : 0 0 7: 2 9 : 0 0 A M N O N M E T R O 6 : 0 1 : 0 0 P M 10 : 3 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 2: 0 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 05 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 7: 0 4 : 0 0 A M M E T R O L I N K 5 : 0 0 : 0 0 P M 09 : 5 6 : 0 0 5: 5 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 0 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 3: 3 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 2 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 3 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 6: 3 0 : 0 0 A M M E T R O L I N K 6 : 0 0 : 0 0 P M 11 : 3 0 : 0 0 6: 4 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 3 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 3: 3 7 : 0 0 P M N O N M E T R O S t i l l T h e r e 04 : 2 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 3 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 7: 1 7 : 0 0 A M M E T R O L I N K 2 : 0 0 : 0 0 P M 06 : 4 3 : 0 0 5: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 D 3 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 8 : 0 0 A M 01 : 0 8 : 0 0 7: 1 1 : 0 0 A M M E T R O L I N K 9 : 1 5 : 0 0 A M 02 : 0 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 D 3 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 10 : 1 5 : 0 0 A M N O N M E T R O 3 : 0 0 : 0 0 P M 04 : 4 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 D 3 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 1 8 : 0 0 A M 02 : 1 8 : 0 0 10 : 1 5 : 0 0 A M M E T R O L I N K S t i l l T h e r e 09 : 4 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 D 3 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 8 : 0 0 A M 01 : 0 8 : 0 0 7: 0 1 : 0 0 A M M E T R O L I N K 9 : 5 1 : 0 0 A M 02 : 5 0 : 0 0 2: 0 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 05 : 5 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 D 3 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 D 3 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 7: 2 0 : 0 0 A M M E T R O L I N K 9 : 5 1 : 0 0 A M 02 : 3 1 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 3 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 6 : 0 0 A M 02 : 0 6 : 0 0 3: 0 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 5 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 3: 3 7 : 0 0 P M M E T R O L I N K 3 : 4 2 : 0 0 P M 00 : 0 5 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 6 : 0 0 A M 02 : 0 6 : 0 0 3: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5: 5 5 : 0 0 A M 00 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5: 5 0 : 0 0 A M 00 : 5 0 : 0 0 4: 0 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 3: 5 0 : 0 0 P M N O N M E T R O 4 : 1 0 : 0 0 P M 00 : 2 0 : 0 0 4: 3 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 8 : 0 0 A M 02 : 4 8 : 0 0 11 : 0 7 : 0 0 A M N O N M E T R O 1 1 : 2 4 : 0 0 A M 00 : 1 7 : 0 0 11 : 4 0 : 0 0 A M M E T R O L I N K 1 : 3 3 : 0 0 P M 01 : 5 3 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K 7 : 0 0 : 0 0 P M 03 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 6 M e t r o L i n k O n l y 6: 0 0 : 0 0 A M M E T R O L I N K 7: 0 0 : 0 0 A M 01 : 0 0 : 0 0 7: 0 7 : 0 0 A M M E T R O L I N K S t i l l T h e r e 12 : 5 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 7 HC Al r e a d y T h e r e U N K N O W N 7: 4 8 : 0 0 A M 02 : 4 8 : 0 0 5: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 8 HC Al r e a d y T h e r e U N K N O W N 7: 4 8 : 0 0 A M 02 : 4 8 : 0 0 4: 5 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 9 HC Al r e a d y T h e r e U N K N O W N 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 5 0 HC Al r e a d y T h e r e U N K N O W N 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 4: 0 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 5 1 HC Al r e a d y T h e r e U N K N O W N 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 4: 0 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 5 2 HC Al r e a d y T h e r e U N K N O W N 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 12 : 0 6 : 0 0 P M N O N M E T R O 2 : 1 0 : 0 0 P M 02 : 0 4 : 0 0 3: 3 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 2 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 O f f i c e P a r k i n g O n l y 8: 1 6 : 0 0 A M N O N M E T R O 10 : 3 8 : 0 0 A M 02 : 2 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e N O N M E T R O 10 : 3 8 : 0 0 A M 05 : 3 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 O f f i c e P a r k i n g O n l y 6: 3 1 : 0 0 A M N O N M E T R O 12 : 0 8 : 0 0 P M 05 : 3 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 4 O f f i c e P a r k i n g O n l y 8: 0 5 : 0 0 A M N O N M E T R O 9: 2 9 : 0 0 A M 01 : 2 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 5 O f f i c e P a r k i n g O n l y 8: 2 5 : 0 0 A M N O N M E T R O 10 : 5 0 : 0 0 A M 02 : 2 5 : 0 0 1: 3 5 : 0 0 P M N O N M E T R O 5 : 0 6 : 0 0 P M 03 : 3 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 6 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M N O N M E T R O 1: 1 2 : 0 0 P M 05 : 2 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 7 O f f i c e P a r k i n g O n l y 7: 5 6 : 0 0 A M N O N M E T R O St i l l T h e r e 12 : 0 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 8 O f f i c e P a r k i n g O n l y 7: 5 4 : 0 0 A M NO N M E T R O 12 : 4 6 : 0 0 P M 04 : 5 2 : 0 0 1: 3 1 : 0 0 P M N O N M E T R O 3 : 2 0 : 0 0 P M 01 : 4 9 : 0 0 4: 1 9 : 0 0 P M N O N M E T R O 5 : 0 1 : 0 0 P M 00 : 4 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 9 O f f i c e P a r k i n g O n l y 8: 0 4 : 0 0 A M N O N M E T R O 12 : 0 5 : 0 0 P M 04 : 0 1 : 0 0 1: 3 5 : 0 0 P M N O N M E T R O 3 : 1 9 : 0 0 P M 01 : 4 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 0 O f f i c e P a r k i n g O n l y 8: 0 5 : 0 0 A M N O N M E T R O 4: 5 4 : 0 0 P M 08 : 4 9 : 0 0 6: 3 7 : 0 0 P M M E T R O L I N K 7 : 0 6 : 0 0 P M 00 : 2 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 1 O f f i c e P a r k i n g O n l y 7: 5 0 : 0 0 A M N O N M E T R O 2: 3 7 : 0 0 P M 06 : 4 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 2 O f f i c e P a r k i n g O n l y 8: 0 2 : 0 0 A M N O N M E T R O 9: 1 0 : 0 0 A M 01 : 0 8 : 0 0 9: 1 8 : 0 0 A M N O N M E T R O 5 : 0 6 : 0 0 P M 07 : 4 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 3 O f f i c e P a r k i n g O n l y 7: 2 8 : 0 0 A M N O N M E T R O MI S S E D 9: 2 5 : 0 0 A M NO N M E T R O 1 2 : 1 1 : 0 0 P M 02 : 4 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 4 O f f i c e P a r k i n g O n l y 7: 4 1 : 0 0 A M N O N M E T R O 5: 1 5 : 0 0 P M 09 : 3 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 5 O f f i c e P a r k i n g O n l y 7: 3 7 : 0 0 A M N O N M E T R O 11 : 5 3 : 0 0 A M 04 : 1 6 : 0 0 11 : 5 8 : 0 0 A M N O N M E T R O 1 2 : 0 6 : 0 0 P M 00 : 0 8 : 0 0 12 : 1 1 : 0 0 P M N O N M E T R O S t i l l T h e r e 07 : 4 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 6 O f f i c e P a r k i n g O n l y 12 : 0 0 : 0 0 P M N O N M E T R O St i l l T h e r e 08 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 7 O f f i c e P a r k i n g O n l y 7: 3 7 : 0 0 A M N O N M E T R O 12 : 5 9 : 0 0 P M 05 : 2 2 : 0 0 1: 1 3 : 0 0 P M N O N M E T R O S t i l l T h e r e 06 : 4 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 8 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M N O N M E T R O MI S S E D 12 : 4 6 : 0 0 P M NO N M E T R O 5 : 0 2 : 0 0 P M 04 : 1 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 9 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M N O N M E T R O 9: 5 0 : 0 0 A M 01 : 5 8 : 0 0 6: 5 4 : 0 0 P M N O N M E T R O 7 : 1 8 : 0 0 P M 00 : 2 4 : 0 0 7: 2 3 : 0 0 P M N O N M E T R O 7 : 4 3 : 0 0 P M 00 : 2 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 0 O f f i c e P a r k i n g O n l y 7: 5 9 : 0 0 A M N O N M E T R O MI S S E D 10 : 1 7 : 0 0 A M NO N M E T R O 5 : 1 1 : 0 0 P M 06 : 5 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 1 O f f i c e P a r k i n g O n l y 7: 5 1 : 0 0 A M N O N M E T R O 10 : 1 1 : 0 0 A M 02 : 2 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 2 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 23 O f f i c e P a r k i n g O n l y 7: 5 0 : 0 0 A M N O N M E T R O 5 : 0 3 : 0 0 P M 09 : 1 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 4 O f f i c e P a r k i n g O n l y 8: 1 9 : 0 0 A M N O N M E T R O 5: 2 7 : 0 0 P M 09 : 0 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 5 O f f i c e P a r k i n g O n l y 7: 3 3 : 0 0 A M P I C K U P 7: 4 5 : 0 0 A M 00 : 1 2 : 0 0 7: 5 1 : 0 0 A M NO N M E T R O 5 : 3 7 : 0 0 P M 09 : 4 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 6 O f f i c e P a r k i n g O n l y 8: 1 3 : 0 0 A M N O N M E T R O 9: 3 7 : 0 0 A M 01 : 2 4 : 0 0 Al r e a d y T h e r e N O N M E T R O 1 1 : 3 8 : 0 0 A M 06 : 3 8 : 0 0 2: 0 1 : 0 0 P M N O N M E T R O S t i l l T h e r e 05 : 5 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 7 O f f i c e P a r k i n g O n l y 8: 0 6 : 0 0 A M N O N M E T R O 5: 1 1 : 0 0 P M 09 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 8 O f f i c e P a r k i n g O n l y 7: 5 1 : 0 0 A M N O N M E T R O 12 : 0 1 : 0 0 P M 04 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 9 O f f i c e P a r k i n g O n l y 7: 1 3 : 0 0 A M S T A Y E D I N C A R 7: 3 8 : 0 0 A M 00 : 2 5 : 0 0 5: 4 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 0 O f f i c e P a r k i n g O n l y 7: 5 6 : 0 0 A M N O N M E T R O 5: 0 2 : 0 0 P M 09 : 0 6 : 0 0 5: 4 1 : 0 0 P M M E T R O L I N K 5 : 5 5 : 0 0 P M 00 : 1 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 1 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 Al r e a d y T h e r e N O N M E T R O 1 0 : 4 8 : 0 0 A M 05 : 4 8 : 0 0 1: 2 2 : 0 0 P M N O N M E T R O 2 : 1 5 : 0 0 P M 00 : 5 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 2 O f f i c e P a r k i n g O n l y 8: 1 7 : 0 0 A M N O N M E T R O 11 : 0 9 : 0 0 A M 02 : 5 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 3 O f f i c e P a r k i n g O n l y 7: 4 3 : 0 0 A M P I C K U P 8: 0 9 : 0 0 A M 00 : 2 6 : 0 0 8: 2 0 : 0 0 A M NO N M E T R O 1 0 : 0 4 : 0 0 A M 01 : 4 4 : 0 0 12 : 2 0 : 0 0 P M N O N M E T R O 4 : 5 0 : 0 0 P M 04 : 3 0 : 0 0 5: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 4 O f f i c e P a r k i n g O n l y 6: 5 2 : 0 0 A M M E T R O L I N K 6: 5 6 : 0 0 A M 00 : 0 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 5 O f f i c e P a r k i n g O n l y 8: 2 6 : 0 0 A M N O N M E T R O St i l l T h e r e 11 : 3 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 6 O f f i c e P a r k i n g O n l y 8: 1 8 : 0 0 A M N O N M E T R O 9: 2 5 : 0 0 A M 01 : 0 7 : 0 0 Al r e a d y T h e r e N O N M E T R O 1 2 : 1 6 : 0 0 P M 07 : 1 6 : 0 0 1: 3 0 : 0 0 P M N O N M E T R O 5 : 0 5 : 0 0 P M 03 : 3 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 7 O f f i c e P a r k i n g O n l y 7: 5 7 : 0 0 A M N O N M E T R O 5: 2 5 : 0 0 P M 09 : 2 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 8 O f f i c e P a r k i n g O n l y 6: 5 5 : 0 0 A M S T A Y E D I N C A R 6: 5 7 : 0 0 A M 00 : 0 2 : 0 0 7: 5 7 : 0 0 A M N O N M E T R O 4 : 1 2 : 0 0 P M 08 : 1 5 : 0 0 5: 1 5 : 0 0 P M P I C K U P 5 : 2 1 : 0 0 P M 00 : 0 6 : 0 0 5: 3 4 : 0 0 P M M E T R O L I N K 5 : 5 5 : 0 0 P M 00 : 2 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 9 O f f i c e P a r k i n g O n l y 5: 1 0 : 0 0 A M S T A Y E D I N C A R 5: 5 9 : 0 0 A M 00 : 4 9 : 0 0 8: 3 2 : 0 0 A M N O N M E T R O 9 : 3 0 : 0 0 A M 00 : 5 8 : 0 0 Al r e a d y T h e r e N O N M E T R O 5 : 3 1 : 0 0 P M 12 : 3 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 4 0 O f f i c e P a r k i n g O n l y 7: 4 8 : 0 0 A M P I C K U P 8: 1 0 : 0 0 A M 00 : 2 2 : 0 0 8: 4 1 : 0 0 A M NO N M E T R O 9 : 4 5 : 0 0 A M 01 : 0 4 : 0 0 9: 5 7 : 0 0 A M N O N M E T R O 1 : 3 0 : 0 0 P M 03 : 3 3 : 0 0 3: 3 9 : 0 0 P M M E T R O L I N K 3 : 4 9 : 0 0 P M 00 : 1 0 : 0 0 5: 5 9 : 0 0 P M M E T R O L I N K 6 : 0 8 : 0 0 P M 00 : 0 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 4 1 O f f i c e P a r k i n g O n l y 8: 3 4 : 0 0 A M N O N M E T R O St i l l T h e r e 11 : 2 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 4 2 O f f i c e P a r k i n g O n l y 8: 2 7 : 0 0 A M S T A Y E D I N C A R 9: 0 2 : 0 0 A M 00 : 3 5 : 0 0 9: 1 6 : 0 0 A M N O N M E T R O 7 : 0 0 : 0 0 P M 09 : 4 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 4 3 O f f i c e P a r k i n g O n l y 8: 4 3 : 0 0 A M N O N M E T R O 9: 1 0 : 0 0 A M 00 : 2 7 : 0 0 4: 4 6 : 0 0 P M P I C K U P 5 : 1 0 : 0 0 P M 00 : 2 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 4 4 O f f i c e P a r k i n g O n l y 7: 5 3 : 0 0 A M P I C K U P 8: 1 0 : 0 0 A M 00 : 1 7 : 0 0 8: 1 7 : 0 0 A M NO N M E T R O 1 : 0 9 : 0 0 P M 04 : 5 2 : 0 0 1: 2 5 : 0 0 P M N O N M E T R O 3 : 3 1 : 0 0 P M 02 : 0 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 4 5 M e t r o L i n k O n l y 6: 4 1 : 0 0 A M M E T R O L I N K 3: 5 5 : 0 0 P M 09 : 1 4 : 0 0 3: 5 9 : 0 0 P M M E T R O L I N K 4 : 2 0 : 0 0 P M 00 : 2 1 : 0 0 4: 3 1 : 0 0 P M ME T R O L I N K S t i l l T h e r e 03 : 2 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 4 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 4: 4 3 : 0 0 P M M E T R O L I N K 5 : 5 5 : 0 0 P M 01 : 1 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 4 7 M e t r o L i n k O n l y 6: 5 2 : 0 0 A M M E T R O L I N K 6: 0 8 : 0 0 P M 11 : 1 6 : 0 0 6: 3 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 2 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 4 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 1 1 : 0 0 A M 03 : 1 1 : 0 0 12 : 5 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 0 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 4 9 M e t r o L i n k O n l y 6: 5 0 : 0 0 A M M E T R O L I N K 7: 1 1 : 0 0 P M 12 : 2 1 : 0 0 7: 1 7 : 0 0 P M N O N M E T R O S t i l l T h e r e 00 : 4 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 1 5 : 0 0 A M 03 : 1 5 : 0 0 10 : 0 0 : 0 0 A M N O N M E T R O 1 2 : 0 8 : 0 0 P M 02 : 0 8 : 0 0 1: 0 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 06 : 5 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 6: 3 9 : 0 0 A M M E T R O L I N K 5 : 5 5 : 0 0 P M 11 : 1 6 : 0 0 6: 4 2 : 0 0 P M N O N M E T R O S t i l l T h e r e 01 : 1 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 2 M e t r o L i n k O n l y Al r e a d y T h e r e ME T R O L I N K 5: 5 3 : 0 0 A M 00 : 5 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 6: 4 8 : 0 0 A M M E T R O L I N K 5 : 2 3 : 0 0 P M 10 : 3 5 : 0 0 5: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 6: 5 1 : 0 0 A M M E T R O L I N K 5 : 5 5 : 0 0 P M 11 : 0 4 : 0 0 6: 0 7 : 0 0 P M N O N M E T R O S t i l l T h e r e 01 : 5 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 7: 5 4 : 0 0 A M M E T R O L I N K 5 : 5 6 : 0 0 P M 10 : 0 2 : 0 0 6: 0 5 : 0 0 P M N O N M E T R O 6 : 1 3 : 0 0 P M 00 : 0 8 : 0 0 6: 4 3 : 0 0 P M N O N M E T R O S t i l l T h e r e 01 : 1 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 6: 3 1 : 0 0 A M M E T R O L I N K 5 : 2 2 : 0 0 P M 10 : 5 1 : 0 0 5: 3 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 7 M e t r o L i n k O n l y 8: 3 7 : 0 0 A M N O N M E T R O 12 : 0 0 : 0 0 P M 03 : 2 3 : 0 0 12 : 5 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 0 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 6: 5 3 : 0 0 A M M E T R O L I N K 5 : 2 3 : 0 0 P M 10 : 3 0 : 0 0 5: 3 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 6: 5 2 : 0 0 A M M E T R O L I N K 5 : 4 8 : 0 0 P M 10 : 5 6 : 0 0 5: 5 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 0 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 6 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 7 : 0 0 A M 02 : 0 7 : 0 0 7: 4 1 : 0 0 A M M E T R O L I N K 5 : 5 6 : 0 0 P M 10 : 1 5 : 0 0 6: 5 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 0 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 6 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 8: 3 9 : 0 0 A M P I C K U P 8 : 5 3 : 0 0 A M 00 : 1 4 : 0 0 3: 5 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 6 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 8: 4 8 : 0 0 A M M E T R O L I N K 9 : 1 1 : 0 0 A M 00 : 2 3 : 0 0 12 : 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 1 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 6 3 M e t r o L i n k O n l y 6: 0 8 : 0 0 A M M E T R O L I N K 6: 2 1 : 0 0 A M 00 : 1 3 : 0 0 12 : 1 3 : 0 0 P M S T A Y E D I N C A R 1 2 : 1 5 : 0 0 P M 00 : 0 2 : 0 0 3: 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 2 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 6 4 HC Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 4: 2 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 A 1 O f f i c e P a r k i n g O n l y 7: 2 5 : 0 0 A M O F F I C E 5: 3 6 : 0 0 P M 10 : 1 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3A 2 O f f i c e P a r k i n g O n l y 6: 4 5 : 0 0 A M O F F I C E 5: 3 0 : 0 0 P M 10 : 4 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3A 3 O f f i c e P a r k i n g O n l y 5: 3 6 : 0 0 P M O F F I C E 6: 1 6 : 0 0 P M 00 : 4 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3A 4 O f f i c e P a r k i n g O n l y 6: 3 8 : 0 0 A M O F F I C E 11 : 3 7 : 0 0 A M 04 : 5 9 : 0 0 4: 2 4 : 0 0 P M OF F I C E 5 : 2 5 : 0 0 P M 01 : 0 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 A 5 O f f i c e P a r k i n g O n l y 7: 2 9 : 0 0 A M O F F I C E 4: 0 6 : 0 0 P M 08 : 3 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3A 6 O f f i c e P a r k i n g O n l y 6: 3 6 : 0 0 A M O F F I C E 7: 5 5 : 0 0 A M 01 : 1 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3A 7 O f f i c e P a r k i n g O n l y 6: 3 8 : 0 0 A M N O N M E T R O 5: 2 0 : 0 0 P M 10 : 4 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 A 8 O f f i c e P a r k i n g O n l y 7: 0 2 : 0 0 A M N O N M E T R O 12 : 3 7 : 0 0 P M 05 : 3 5 : 0 0 12 : 5 4 : 0 0 P M N O N M E T R O 3 : 2 5 : 0 0 P M 02 : 3 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 A 9 HC 8: 2 0 : 0 0 A M N O N M E T R O 11 : 4 2 : 0 0 A M 03 : 2 2 : 0 0 1: 5 4 : 0 0 P M O F F I C E 3 : 4 6 : 0 0 P M 01 : 5 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 A 1 0 HC 9: 5 1 : 0 0 A M N O N M E T R O 10 : 1 4 : 0 0 A M 00 : 2 3 : 0 0 DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 A 1 1 HC 6: 0 5 : 0 0 A M N O N M E T R O S t i l l T h e r e 13 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 A 1 2 HC Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 13 O f f i c e P a r k i n g O n l y 6: 3 5 : 0 0 A M O F F I C E 5: 3 5 : 0 0 P M 11 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 1 4 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M O F F I C E 5: 1 6 : 0 0 P M 09 : 2 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 1 5 O f f i c e P a r k i n g O n l y 6: 3 2 : 0 0 A M O F F I C E 3: 3 6 : 0 0 P M 09 : 0 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 1 6 O f f i c e P a r k i n g O n l y 7: 1 5 : 0 0 A M O F F I C E 2: 0 6 : 0 0 P M 06 : 5 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 1 7 O f f i c e P a r k i n g O n l y 7: 3 3 : 0 0 A M O F F I C E 4: 0 9 : 0 0 P M 08 : 3 6 : 0 0 5: 4 4 : 0 0 P M ME T R O L I N K 5 : 5 5 : 0 0 P M 00 : 1 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 1 8 O f f i c e P a r k i n g O n l y 6: 5 9 : 0 0 A M O F F I C E 3: 5 8 : 0 0 P M 08 : 5 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 1 9 O f f i c e P a r k i n g O n l y 5: 4 0 : 0 0 A M O F F I C E 4: 4 0 : 0 0 P M 11 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 2 0 O f f i c e P a r k i n g O n l y 6: 2 5 : 0 0 A M O F F I C E 5: 3 3 : 0 0 P M 11 : 0 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 2 1 O f f i c e P a r k i n g O n l y 7: 2 5 : 0 0 A M O F F I C E 12 : 0 9 : 0 0 P M 04 : 4 4 : 0 0 12 : 2 7 : 0 0 P M OF F I C E 4 : 0 4 : 0 0 P M 03 : 3 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 2 2 O f f i c e P a r k i n g O n l y 6: 2 8 : 0 0 A M O F F I C E 5: 4 8 : 0 0 P M 11 : 2 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 2 3 O f f i c e P a r k i n g O n l y 7: 2 8 : 0 0 A M O F F I C E 4: 1 2 : 0 0 P M 08 : 4 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 2 4 O f f i c e P a r k i n g O n l y 7: 4 3 : 0 0 A M O F F I C E 11 : 1 1 : 0 0 A M 03 : 2 8 : 0 0 1: 3 7 : 0 0 P M OF F I C E 1 : 4 0 : 0 0 P M 00 : 0 3 : 0 0 1: 4 2 : 0 0 P M O F F I C E 3 : 2 3 : 0 0 P M 01 : 4 1 : 0 0 3: 5 5 : 0 0 P M O F F I C E 4 : 0 0 : 0 0 P M 00 : 0 5 : 0 0 4: 3 0 : 0 0 P M O F F I C E 5 : 1 0 : 0 0 P M 00 : 4 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 2 5 O f f i c e P a r k i n g O n l y 6: 1 5 : 0 0 A M OF F I C E 5: 0 1 : 0 0 P M 10 : 4 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 2 6 O f f i c e P a r k i n g O n l y 7: 4 8 : 0 0 A M O F F I C E 5: 3 8 : 0 0 P M 09 : 5 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 2 7 O f f i c e P a r k i n g O n l y 6: 3 0 : 0 0 A M O F F I C E 5: 1 0 : 0 0 P M 10 : 4 0 : 0 0 5: 2 6 : 0 0 P M OF F I C E S t i l l T h e r e 02 : 3 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 2 8 O f f i c e P a r k i n g O n l y 6: 4 9 : 0 0 A M O F F I C E 12 : 0 7 : 0 0 P M 05 : 1 8 : 0 0 12 : 1 2 : 0 0 P M OF F I C E 5 : 2 8 : 0 0 P M 05 : 1 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 2 9 O f f i c e P a r k i n g O n l y 6: 5 0 : 0 0 A M O F F I C E 5: 2 0 : 0 0 P M 10 : 3 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 3 0 O f f i c e P a r k i n g O n l y 8: 1 0 : 0 0 A M O F F I C E 5: 2 5 : 0 0 P M 09 : 1 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 3 1 O f f i c e P a r k i n g O n l y 8: 0 8 : 0 0 A M O F F I C E 2: 0 9 : 0 0 P M 06 : 0 1 : 0 0 2: 1 3 : 0 0 P M OF F I C E 4 : 3 1 : 0 0 P M 02 : 1 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 2 O f f i c e P a r k i n g O n l y 7: 3 5 : 0 0 A M O F F I C E 7: 4 0 : 0 0 A M 00 : 0 5 : 0 0 7: 4 1 : 0 0 A M OF F I C E 1 1 : 2 1 : 0 0 A M 03 : 4 0 : 0 0 11 : 4 4 : 0 0 A M O F F I C E 4 : 1 6 : 0 0 P M 04 : 3 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 3 O f f i c e P a r k i n g O n l y 7: 0 0 : 0 0 A M O F F I C E 1: 1 3 : 0 0 P M 06 : 1 3 : 0 0 1: 1 5 : 0 0 P M OF F I C E 4 : 2 8 : 0 0 P M 03 : 1 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 4 O f f i c e P a r k i n g O n l y 7: 1 3 : 0 0 A M N O N M E T R O 12 : 0 0 : 0 0 P M 04 : 4 7 : 0 0 12 : 0 1 : 0 0 P M O F F I C E 4 : 2 5 : 0 0 P M 04 : 2 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 5 O f f i c e P a r k i n g O n l y 5: 5 0 : 0 0 A M O F F I C E 6: 1 0 : 0 0 A M 00 : 2 0 : 0 0 7: 0 5 : 0 0 A M NO N M E T R O 2 : 2 3 : 0 0 P M 07 : 1 8 : 0 0 2: 3 4 : 0 0 P M N O N M E T R O 4 : 2 7 : 0 0 P M 01 : 5 3 : 0 0 5: 2 6 : 0 0 P M O F F I C E 5 : 3 0 : 0 0 P M 00 : 0 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 6 O f f i c e P a r k i n g O n l y 8: 0 5 : 0 0 A M O F F I C E 8: 2 0 : 0 0 A M 00 : 1 5 : 0 0 8: 2 3 : 0 0 A M OF F I C E 1 0 : 0 5 : 0 0 A M 01 : 4 2 : 0 0 10 : 1 0 : 0 0 A M O F F I C E 1 2 : 0 7 : 0 0 P M 01 : 5 7 : 0 0 12 : 1 5 : 0 0 P M O F F I C E 3 : 2 1 : 0 0 P M 03 : 0 6 : 0 0 3: 3 2 : 0 0 P M O F F I C E 4 : 4 8 : 0 0 P M 01 : 1 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 7 O f f i c e P a r k i n g O n l y 8: 3 2 : 0 0 A M O F F I C E 9: 3 1 : 0 0 A M 00 : 5 9 : 0 0 10 : 0 6 : 0 0 A M OF F I C E 1 2 : 0 0 : 0 0 P M 01 : 5 4 : 0 0 12 : 2 5 : 0 0 P M N O N M E T R O 2 : 2 6 : 0 0 P M 02 : 0 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 8 O f f i c e P a r k i n g O n l y 7: 5 3 : 0 0 A M O F F I C E 10 : 1 2 : 0 0 A M 02 : 1 9 : 0 0 12 : 2 9 : 0 0 P M NO N M E T R O 2 : 1 0 : 0 0 P M 01 : 4 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 9 O f f i c e P a r k i n g O n l y 8: 3 7 : 0 0 A M O F F I C E 9: 3 0 : 0 0 A M 00 : 5 3 : 0 0 1: 0 0 : 0 0 P M OF F I C E 2 : 5 7 : 0 0 P M 01 : 5 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 4 0 O f f i c e P a r k i n g O n l y 8: 1 3 : 0 0 A M O F F I C E 9: 2 8 : 0 0 A M 01 : 1 5 : 0 0 9: 3 1 : 0 0 A M OF F I C E 1 1 : 2 3 : 0 0 A M 01 : 5 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 4 1 O f f i c e P a r k i n g O n l y 8: 3 9 : 0 0 A M O F F I C E 12 : 1 5 : 0 0 P M 03 : 3 6 : 0 0 1: 5 5 : 0 0 P M OF F I C E 5 : 0 3 : 0 0 P M 03 : 0 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 4 2 O f f i c e P a r k i n g O n l y 7: 5 0 : 0 0 A M O F F I C E 1: 0 4 : 0 0 P M 05 : 1 4 : 0 0 5: 2 0 : 0 0 P M ME T R O L I N K 5 : 3 8 : 0 0 P M 00 : 1 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 4 3 O f f i c e P a r k i n g O n l y 8: 1 8 : 0 0 A M O F F I C E St i l l T h e r e 11 : 4 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 4 4 O f f i c e P a r k i n g O n l y 8: 2 2 : 0 0 A M O F F I C E 10 : 5 0 : 0 0 A M 02 : 2 8 : 0 0 1: 1 8 : 0 0 P M OF F I C E 2 : 1 4 : 0 0 P M 00 : 5 6 : 0 0 4: 4 0 : 0 0 P M O F F I C E 4 : 4 4 : 0 0 P M 00 : 0 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 4 5 O f f i c e P a r k i n g O n l y 7: 5 4 : 0 0 A M O F F I C E 9: 4 3 : 0 0 A M 01 : 4 9 : 0 0 5: 0 0 : 0 0 P M OF F I C E 5 : 0 9 : 0 0 P M 00 : 0 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 4 6 O f f i c e P a r k i n g O n l y 8: 0 6 : 0 0 A M O F F I C E 9: 5 0 : 0 0 A M 01 : 4 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 4 7 O f f i c e P a r k i n g O n l y 7: 4 8 : 0 0 A M O F F I C E 4: 4 2 : 0 0 P M 08 : 5 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 4 8 O f f i c e P a r k i n g O n l y 7: 3 6 : 0 0 A M O F F I C E 3: 3 8 : 0 0 P M 08 : 0 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 4 9 O f f i c e P a r k i n g O n l y 7: 1 6 : 0 0 A M O F F I C E 3: 4 4 : 0 0 P M 08 : 2 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 5 0 O f f i c e P a r k i n g O n l y 6: 5 1 : 0 0 A M O F F I C E St i l l T h e r e 13 : 0 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 5 1 O f f i c e P a r k i n g O n l y 6: 4 8 : 0 0 A M O F F I C E 3: 2 1 : 0 0 P M 08 : 3 3 : 0 0 5: 3 6 : 0 0 P M ME T R O L I N K S t i l l T h e r e 02 : 2 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 5 2 O f f i c e P a r k i n g O n l y 6: 5 8 : 0 0 A M O F F I C E 11 : 3 7 : 0 0 A M 04 : 3 9 : 0 0 5: 4 0 : 0 0 P M ME T R O L I N K 5 : 5 4 : 0 0 P M 00 : 1 4 : 0 0 6: 4 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 5 3 O f f i c e P a r k i n g O n l y 5: 3 0 : 0 0 A M O F F I C E 6: 0 8 : 0 0 A M 00 : 3 8 : 0 0 8: 4 6 : 0 0 A M OF F I C E 1 1 : 0 4 : 0 0 A M 02 : 1 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 5 4 O f f i c e P a r k i n g O n l y 8: 4 3 : 0 0 A M O F F I C E 4: 3 8 : 0 0 P M 07 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 5 5 O f f i c e P a r k i n g O n l y 5: 2 9 : 0 0 A M O F F I C E 5: 4 4 : 0 0 A M 00 : 1 5 : 0 0 5: 5 0 : 0 0 A M OF F I C E 5 : 5 2 : 0 0 A M 00 : 0 2 : 0 0 6: 4 8 : 0 0 A M O F F I C E 6 : 5 8 : 0 0 A M 00 : 1 0 : 0 0 8: 3 2 : 0 0 A M O F F I C E 5 : 1 5 : 0 0 P M 08 : 4 3 : 0 0 5: 4 5 : 0 0 P M M E T R O L I N K 5 : 5 0 : 0 0 P M 00 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 5 6 O f f i c e P a r k i n g O n l y 8: 4 0 : 0 0 A M O F F I C E 8: 5 4 : 0 0 A M 00 : 1 4 : 0 0 9: 0 3 : 0 0 A M OF F I C E 5 : 2 0 : 0 0 P M 08 : 1 7 : 0 0 7: 5 8 : 0 0 P M O F F I C E S t i l l T h e r e 00 : 0 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 C 5 7 R e g u l a r / N a v c o 6: 5 9 : 0 0 A M O F F I C E 4: 2 0 : 0 0 P M 09 : 2 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3C 5 8 R e g u l a r / N a v c o 7: 4 0 : 0 0 A M O F F I C E 3: 4 0 : 0 0 P M 08 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3C 5 9 R e g u l a r / N a v c o 7: 4 4 : 0 0 A M O F F I C E 3: 2 0 : 0 0 P M 07 : 3 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3C 6 0 R e g u l a r / N a v c o 7: 1 5 : 0 0 A M O F F I C E 9: 5 2 : 0 0 A M 02 : 3 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4A 1 M e t r o L i n k O n l y 6: 2 1 : 0 0 A M M E T R O L I N K 5: 5 7 : 0 0 P M 11 : 3 6 : 0 0 6: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4A 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 2: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 05 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 6: 5 5 : 0 0 A M M E T R O L I N K 5 : 2 4 : 0 0 P M 10 : 2 9 : 0 0 5: 3 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 9 : 0 0 A M 02 : 4 9 : 0 0 8: 0 5 : 0 0 A M M E T R O L I N K 5 : 3 6 : 0 0 P M 09 : 3 1 : 0 0 7: 5 0 : 0 0 P M N O N M E T R O S t i l l T h e r e 00 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 7 : 0 0 A M 01 : 2 7 : 0 0 3: 4 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 7 : 0 0 A M 01 : 2 7 : 0 0 6: 4 5 : 0 0 A M M E T R O L I N K 5 : 2 1 : 0 0 P M 10 : 3 6 : 0 0 5: 3 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 3: 4 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 6: 1 5 : 0 0 A M M E T R O L I N K 5 : 2 2 : 0 0 P M 11 : 0 7 : 0 0 5: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e ME T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 4: 2 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 1 M e t r o L i n k O n l y 5: 4 2 : 0 0 A M M E T R O L I N K 4: 0 1 : 0 0 P M 10 : 1 9 : 0 0 4: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 12 : 4 5 : 0 0 P M N O N M E T R O 1 2 : 4 8 : 0 0 P M 00 : 0 3 : 0 0 4: 1 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 3: 4 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 6: 0 9 : 0 0 A M M E T R O L I N K 5 : 5 6 : 0 0 P M 11 : 4 7 : 0 0 6: 4 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 3: 4 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 6 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4A 1 7 M e t r o L i n k O n l y 12 : 5 6 : 0 0 P M N O N M E T R O 12 : 5 9 : 0 0 P M 00 : 0 3 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 4: 1 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 8: 4 5 : 0 0 A M N O N M E T R O 1 1 : 2 0 : 0 0 A M 02 : 3 5 : 0 0 12 : 4 8 : 0 0 P M N O N M E T R O 1 2 : 5 7 : 0 0 P M 00 : 0 9 : 0 0 1: 3 9 : 0 0 P M M E T R O L I N K 3 : 4 4 : 0 0 P M 02 : 0 5 : 0 0 3: 5 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 2 0 M e t r o L i n k O n l y 8: 2 3 : 0 0 A M N O N M E T R O 11 : 4 7 : 0 0 A M 03 : 2 4 : 0 0 11 : 5 0 : 0 0 A M N O N M E T R O 3 : 2 4 : 0 0 P M 03 : 3 4 : 0 0 5: 2 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 2 1 M e t r o L i n k O n l y 6: 4 0 : 0 0 A M M E T R O L I N K 6: 2 0 : 0 0 P M 11 : 4 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 2 2 M e t r o L i n k O n l y 7: 2 2 : 0 0 A M N O N M E T R O 12 : 0 4 : 0 0 P M 04 : 4 2 : 0 0 12 : 4 0 : 0 0 P M N O N M E T R O 3 : 1 2 : 0 0 P M 02 : 3 2 : 0 0 5: 2 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 2 3 M e t r o L i n k O n l y 5: 0 2 : 0 0 A M N O N M E T R O 6: 1 5 : 0 0 A M 01 : 1 3 : 0 0 7: 4 1 : 0 0 A M N O N M E T R O 1 0 : 1 5 : 0 0 A M 02 : 3 4 : 0 0 12 : 4 6 : 0 0 P M M E T R O L I N K 6 : 3 1 : 0 0 P M 05 : 4 5 : 0 0 7: 0 1 : 0 0 P M N O N M E T R O S t i l l T h e r e 00 : 5 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 2 4 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4A 2 5 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4A 2 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 6 : 0 0 A M 00 : 5 6 : 0 0 4: 1 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 2 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 3: 5 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 B 2 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 8: 5 1 : 0 0 A M N O N M E T R O 1 1 : 1 5 : 0 0 A M 02 : 2 4 : 0 0 3: 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 B 2 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 11 : 3 1 : 0 0 A M N O N M E T R O 1 2 : 0 6 : 0 0 P M 00 : 3 5 : 0 0 4: 1 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 B 3 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 9: 0 4 : 0 0 A M N O N M E T R O 1 1 : 0 5 : 0 0 A M 02 : 0 1 : 0 0 4: 1 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 B 3 1 M e t r o L i n k O n l y 8: 4 1 : 0 0 A M N O N M E T R O 12 : 2 4 : 0 0 P M 03 : 4 3 : 0 0 3: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 2 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e N O N M E T R O 12 : 2 5 : 0 0 P M 07 : 2 5 : 0 0 12 : 4 4 : 0 0 P M N O N M E T R O 4 : 3 7 : 0 0 P M 03 : 5 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 3 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e N O N M E T R O 2: 3 6 : 0 0 P M 09 : 3 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 4 O f f i c e P a r k i n g O n l y 8: 2 8 : 0 0 A M N O N M E T R O 8: 5 5 : 0 0 A M 00 : 2 7 : 0 0 9: 2 4 : 0 0 A M N O N M E T R O 1 : 1 0 : 0 0 P M 03 : 4 6 : 0 0 1: 2 9 : 0 0 P M N O N M E T R O 4 : 2 3 : 0 0 P M 02 : 5 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 5 O f f i c e P a r k i n g O n l y 8: 1 3 : 0 0 A M N O N M E T R O 1: 5 7 : 0 0 P M 05 : 4 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 6 O f f i c e P a r k i n g O n l y 7: 5 5 : 0 0 A M N O N M E T R O 4: 2 4 : 0 0 P M 08 : 2 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 7 O f f i c e P a r k i n g O n l y 8: 1 8 : 0 0 A M N O N M E T R O 3: 3 8 : 0 0 P M 07 : 2 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 8 O f f i c e P a r k i n g O n l y 8: 4 8 : 0 0 A M N O N M E T R O 11 : 2 3 : 0 0 A M 02 : 3 5 : 0 0 2: 1 1 : 0 0 P M N O N M E T R O 2 : 5 6 : 0 0 P M 00 : 4 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 9 O f f i c e P a r k i n g O n l y 10 : 3 2 : 0 0 A M N O N M E T R O 10 : 3 9 : 0 0 A M 00 : 0 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 4 0 O f f i c e P a r k i n g O n l y 7: 0 5 : 0 0 A M N O N M E T R O 7: 3 8 : 0 0 A M 00 : 3 3 : 0 0 9: 5 9 : 0 0 A M N O N M E T R O 2 : 5 3 : 0 0 P M 04 : 5 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 4: 5 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 4: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 1 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 4: 3 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 11 : 1 6 : 0 0 A M 06 : 1 6 : 0 0 4: 4 6 : 0 0 P M N O N M E T R O S t i l l T h e r e 03 : 1 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 0 7 : 0 0 A M 03 : 0 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 6 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5A 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 3 : 0 0 A M 02 : 0 3 : 0 0 5: 0 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 4: 2 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 5: 0 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 4: 3 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5A 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 4: 5 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 1 3 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 14 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 1 5 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 1 6 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 1 7 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 1 8 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 1 9 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 2 0 O f f i c e P a r k i n g O n l y 7: 1 7 : 0 0 A M N O N M E T R O 2 : 1 2 : 0 0 P M 06 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 2 1 O f f i c e P a r k i n g O n l y 2: 1 6 : 0 0 P M NO N M E T R O 4: 0 0 : 0 0 P M 01 : 4 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 2 2 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 23 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 2 4 O f f i c e P a r k i n g O n l y 7: 1 9 : 0 0 A M N O N M E T R O 4 : 0 0 : 0 0 P M 08 : 4 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 2 5 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5B 2 6 O f f i c e P a r k i n g O n l y 6: 4 1 : 0 0 A M N O N M E T R O 1 2 : 2 6 : 0 0 P M 05 : 4 5 : 0 0 12 : 3 1 : 0 0 P M N O N M E T R O 1 2 : 4 5 : 0 0 P M 00 : 1 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 2 7 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 28 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 2 9 O f f i c e P a r k i n g O n l y 1: 3 6 : 0 0 P M N O N M E T R O 4 : 4 1 : 0 0 P M 03 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 3 0 O f f i c e P a r k i n g O n l y 9: 0 2 : 0 0 A M N O N M E T R O 11 : 4 5 : 0 0 A M 02 : 4 3 : 0 0 12 : 2 0 : 0 0 P M N O N M E T R O 1 2 : 3 9 : 0 0 P M 00 : 1 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 3 1 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e U N K N O W N 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 3 2 R e g u l a r 5: 4 6 : 0 0 A M M E T R O L I N K St i l l T h e r e 14 : 1 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5B 3 3 R e g u l a r Al r e a d y T h e r e U N K N O W N 8: 1 9 : 0 0 A M 03 : 1 9 : 0 0 5: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 3 4 R e g u l a r Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5B 3 5 R e g u l a r Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 36 R e g u l a r Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 3 7 R e g u l a r 5: 1 8 : 0 0 A M M E T R O L I N K S t i l l T h e r e 14 : 4 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 3 8 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 7 : 0 0 A M 02 : 0 7 : 0 0 5: 1 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 3 9 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 5: 1 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 0 R e g u l a r Al r e a d y T h e r e U N K N O W N 5: 5 5 : 0 0 A M 00 : 5 5 : 0 0 5: 1 6 : 0 0 P M M E T R O L I N K 7 : 1 2 : 0 0 P M 01 : 5 6 : 0 0 7: 3 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 00 : 2 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 1 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 0 : 0 0 A M 01 : 2 0 : 0 0 5: 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 2 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 6 : 0 0 A M 01 : 2 6 : 0 0 5: 1 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 3 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 3 : 0 0 A M 02 : 0 3 : 0 0 5: 1 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 4 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 4: 5 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 5 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 5: 1 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 6 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 5: 0 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 7 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 5: 0 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 8 R e g u l a r Al r e a d y T h e r e U N K N O W N 5: 5 9 : 0 0 A M 00 : 5 9 : 0 0 4: 5 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 9 R e g u l a r Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 R e g u l a r / N a v c o 7: 3 4 : 0 0 A M M E T R O L I N K 5 : 1 4 : 0 0 P M 09 : 4 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 2 R e g u l a r / N a v c o 8: 0 4 : 0 0 A M NO N M E T R O 5: 2 3 : 0 0 P M 09 : 1 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 3 R e g u l a r / N a v c o 8: 0 0 : 0 0 A M N O N M E T R O 10 : 0 1 : 0 0 A M 02 : 0 1 : 0 0 10 : 0 1 : 0 0 A M N O N M E T R O 1 1 : 4 1 : 0 0 A M 01 : 4 0 : 0 0 12 : 0 4 : 0 0 P M N O N M E T R O 1 2 : 2 5 : 0 0 P M 00 : 2 1 : 0 0 12 : 5 3 : 0 0 P M N O N M E T R O S t i l l T h e r e 07 : 0 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 4 R e g u l a r / N a v c o 7: 5 4 : 0 0 A M N O N M E T R O 12 : 1 9 : 0 0 P M 04 : 2 5 : 0 0 1: 0 3 : 0 0 P M N O N M E T R O 3 : 4 4 : 0 0 P M 02 : 4 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 5 R e g u l a r / N a v c o 7: 3 2 : 0 0 A M N O N M E T R O 12 : 3 1 : 0 0 P M 04 : 5 9 : 0 0 1: 0 1 : 0 0 P M N O N M E T R O 5 : 0 5 : 0 0 P M 04 : 0 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 6 R e g u l a r / N a v c o 7: 5 2 : 0 0 A M N O N M E T R O 12 : 3 0 : 0 0 P M 04 : 3 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 7 R e g u l a r / N a v c o 7: 1 9 : 0 0 A M N O N M E T R O 5: 0 1 : 0 0 P M 09 : 4 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 8 R e g u l a r / N a v c o 7: 2 9 : 0 0 A M N O N M E T R O 5: 0 3 : 0 0 P M 09 : 3 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 9 R e g u l a r / N a v c o 7: 4 6 : 0 0 A M N O N M E T R O 5: 0 3 : 0 0 P M 09 : 1 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 0 R e g u l a r / N a v c o 8: 1 5 : 0 0 A M N O N M E T R O 3: 3 0 : 0 0 P M 07 : 1 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 1 R e g u l a r / N a v c o 5: 5 2 : 0 0 A M N O N M E T R O 5: 0 4 : 0 0 P M 11 : 1 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 2 R e g u l a r / N a v c o 8: 2 5 : 0 0 A M N O N M E T R O 3: 3 4 : 0 0 P M 07 : 0 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 3 R e g u l a r / N a v c o 5: 4 0 : 0 0 A M N O N M E T R O 4: 3 9 : 0 0 P M 10 : 5 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 4 R e g u l a r / N a v c o 8: 2 7 : 0 0 A M N O N M E T R O 9: 5 5 : 0 0 A M 01 : 2 8 : 0 0 1: 1 0 : 0 0 P M N O N M E T R O 5 : 3 3 : 0 0 P M 04 : 2 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 5 R e g u l a r / N a v c o 6: 3 4 : 0 0 A M N O N M E T R O 11 : 1 8 : 0 0 A M 04 : 4 4 : 0 0 11 : 3 7 : 0 0 A M N O N M E T R O S t i l l T h e r e 08 : 2 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 6 R e g u l a r / N a v c o 8: 5 0 : 0 0 A M N O N M E T R O 5: 3 3 : 0 0 P M 08 : 4 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 7 R e g u l a r / N a v c o 8: 0 0 : 0 0 A M N O N M E T R O 4: 3 7 : 0 0 P M 08 : 3 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 8 R e g u l a r / N a v c o 7: 0 7 : 0 0 A M N O N M E T R O 5: 0 2 : 0 0 P M 09 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 9 R e g u l a r / N a v c o 7: 0 2 : 0 0 A M N O N M E T R O 4: 2 5 : 0 0 P M 09 : 2 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 2 0 R e g u l a r / N a v c o 7: 4 6 : 0 0 A M N O N M E T R O 5: 0 5 : 0 0 P M 09 : 1 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 2 1 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 22 O f f i c e P a r k i n g O n l y 7: 2 2 : 0 0 A M N O N M E T R O 1 2 : 3 3 : 0 0 P M 05 : 1 1 : 0 0 1: 2 2 : 0 0 P M N O N M E T R O 4 : 2 7 : 0 0 P M 03 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 2 3 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 24 O f f i c e P a r k i n g O n l y 5: 4 0 : 0 0 A M N O N M E T R O 2 : 4 3 : 0 0 P M 09 : 0 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 2 5 O f f i c e P a r k i n g O n l y 9: 4 3 : 0 0 A M N O N M E T R O 4: 1 0 : 0 0 P M 06 : 2 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 2 6 O f f i c e P a r k i n g O n l y 5: 5 2 : 0 0 A M N O N M E T R O 2: 2 7 : 0 0 P M 08 : 3 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 2 7 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 28 O f f i c e P a r k i n g O n l y 9: 2 8 : 0 0 A M N O N M E T R O 4 : 2 9 : 0 0 P M 07 : 0 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 2 9 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 30 O f f i c e P a r k i n g O n l y 12 : 4 2 : 0 0 P M N O N M E T R O 3 : 3 3 : 0 0 P M 02 : 5 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 3 1 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 32 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 3 3 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 3 4 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 3 5 L o a d i n g D o c k 2: 1 2 : 0 0 P M N O N M E T R O 2 : 2 2 : 0 0 P M 00 : 1 0 : 0 0 2: 5 5 : 0 0 P M N O N M E T R O 3 : 0 0 : 0 0 P M 00 : 0 5 : 0 0 3: 0 5 : 0 0 P M N O N M E T R O 3 : 0 7 : 0 0 P M 00 : 0 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 3 6 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 A 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6 : 0 6 : 0 0 A M 01 : 0 6 : 0 0 7: 2 4 : 0 0 A M N O N M E T R O 2 : 1 0 : 0 0 P M 06 : 4 6 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 6: 5 9 : 0 0 A M N O N M E T R O S t i l l T h e r e 13 : 0 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 A 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 6 : 0 0 A M 01 : 2 6 : 0 0 6: 5 0 : 0 0 A M M E T R O L I N K 7 : 3 0 : 0 0 A M 00 : 4 0 : 0 0 9: 5 1 : 0 0 A M N O N M E T R O 1 2 : 5 0 : 0 0 P M 02 : 5 9 : 0 0 4: 1 9 : 0 0 P M U N K N O W N S t i l l T h e r e 03 : 4 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 A 4 M e t r o L i n k O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 A 5 M e t r o L i n k O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 A 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 9 : 0 1 : 0 0 A M 04 : 0 1 : 0 0 7: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 00 : 5 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 7 R e g u l a r 6: 5 9 : 0 0 A M M E T R O L I N K 4: 1 5 : 0 0 P M 09 : 1 6 : 0 0 4: 4 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 1 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 7 : 0 0 A M 01 : 0 7 : 0 0 6: 5 0 : 0 0 A M M E T R O L I N K S t i l l T h e r e 13 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 0 9 : 0 0 A M 03 : 0 9 : 0 0 9: 3 8 : 0 0 A M N O N M E T R O 1 2 : 0 0 : 0 0 P M 02 : 2 2 : 0 0 3: 2 1 : 0 0 P M N O N M E T R O S t i l l T h e r e 04 : 3 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 0 9 : 0 0 A M 03 : 0 9 : 0 0 8: 5 1 : 0 0 A M N O N M E T R O 3 : 1 0 : 0 0 P M 06 : 1 9 : 0 0 5: 4 5 : 0 0 P M U N K N O W N S t i l l T h e r e 02 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e UN K N O W N 6: 5 5 : 0 0 A M 01 : 5 5 : 0 0 7: 2 9 : 0 0 A M M E T R O L I N K S t i l l T h e r e 12 : 3 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 9: 1 7 : 0 0 A M N O N M E T R O M I S S E D 3: 4 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 1 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 8: 0 0 : 0 0 A M M E T R O L I N K 1 2 : 5 5 : 0 0 P M 04 : 5 5 : 0 0 3: 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 1 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 0 9 : 0 0 A M 03 : 0 9 : 0 0 9: 1 4 : 0 0 A M S T A Y E D I N C A R 9 : 2 1 : 0 0 A M 00 : 0 7 : 0 0 12 : 5 2 : 0 0 P M N O N M E T R O S t i l l T h e r e 07 : 0 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 1 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 7 : 0 0 A M 02 : 0 7 : 0 0 7: 0 9 : 0 0 A M N O N M E T R O S t i l l T h e r e 12 : 5 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 1 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 1 5 : 0 0 A M 02 : 1 5 : 0 0 7: 2 6 : 0 0 A M M E T R O L I N K 8 : 0 9 : 0 0 A M 00 : 4 3 : 0 0 11 : 3 3 : 0 0 A M M E T R O L I N K M I S S E D 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 1 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 1 5 : 0 0 A M 02 : 1 5 : 0 0 8: 0 0 : 0 0 A M M E T R O L I N K 2 : 2 0 : 0 0 P M 06 : 2 0 : 0 0 2: 2 5 : 0 0 P M M E T R O L I N K 5 : 5 1 : 0 0 P M 03 : 2 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 1 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 7: 1 2 : 0 0 A M M E T R O L I N K 7 : 4 6 : 0 0 A M 00 : 3 4 : 0 0 11 : 0 2 : 0 0 A M N O N M E T R O 1 : 1 0 : 0 0 P M 02 : 0 8 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 1 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 6 : 0 0 A M 01 : 2 6 : 0 0 6: 3 2 : 0 0 A M M E T R O L I N K 3 : 5 7 : 0 0 P M 09 : 2 5 : 0 0 4: 1 5 : 0 0 P M N O N M E T R O 6 : 1 5 : 0 0 P M 02 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 0 M e t r o L i n k O n l y 6: 0 0 : 0 0 A M M E T R O L I N K 1: 0 0 : 0 0 P M 07 : 0 0 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 1 5 : 0 0 A M 02 : 1 5 : 0 0 7: 2 0 : 0 0 A M M E T R O L I N K S t i l l T h e r e 12 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 7 : 0 0 A M 01 : 2 7 : 0 0 1: 5 0 : 0 0 P M M E T R O L I N K 5 : 2 5 : 0 0 P M 03 : 3 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 7: 1 1 : 0 0 A M M E T R O L I N K 5 : 1 7 : 0 0 P M 10 : 0 6 : 0 0 5: 1 9 : 0 0 P M N O N M E T R O S t i l l T h e r e 02 : 4 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 7: 4 0 : 0 0 A M M E T R O L I N K 5 : 2 3 : 0 0 P M 09 : 4 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 6 : 0 0 A M 01 : 2 6 : 0 0 6: 4 6 : 0 0 A M M E T R O L I N K 7 : 1 2 : 0 0 A M 00 : 2 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 3: 5 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 8 M e t r o L i n k O n l y 6: 2 9 : 0 0 A M M E T R O L I N K 7: 4 6 : 0 0 A M 01 : 1 7 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 3: 3 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 2 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 3 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 3: 5 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 3 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 4 : 0 0 A M 01 : 0 4 : 0 0 8: 4 8 : 0 0 A M M E T R O L I N K 2 : 0 1 : 0 0 P M 05 : 1 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 3 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 4 : 0 0 A M 01 : 0 4 : 0 0 6: 1 0 : 0 0 A M N O N M E T R O 6 : 1 5 : 0 0 A M 00 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 D 3 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 8 : 0 0 A M 01 : 0 8 : 0 0 10 : 3 3 : 0 0 A M U N K N O W N M I S S E D 1: 0 8 : 0 0 P M U N K N O W N M I S S E D 3: 3 3 : 0 0 P M S T A Y E D I N C A R 3 : 4 4 : 0 0 P M 00 : 1 1 : 0 0 3: 5 6 : 0 0 P M N O N M E T R O S t i l l T h e r e 04 : 0 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 D 3 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 8 : 0 0 A M 01 : 0 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 D 3 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 0 9 : 0 0 A M 03 : 0 9 : 0 0 4: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 D 3 6 M e t r o L i n k O n l y 9: 1 0 : 0 0 A M M E T R O L I N K 2: 1 0 : 0 0 P M 05 : 0 0 : 0 0 4: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 D 3 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 4: 1 7 : 0 0 P M U N K N O W N S t i l l T h e r e 03 : 4 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 D 3 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 4: 2 0 : 0 0 P M U N K N O W N S t i l l T h e r e 03 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 3 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 3: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 3: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 8: 2 0 : 0 0 A M U N K N O W N S t i l l T h e r e 11 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 9 : 0 0 A M 01 : 0 9 : 0 0 8: 2 0 : 0 0 A M M E T R O L I N K 4 : 4 2 : 0 0 P M 08 : 2 2 : 0 0 4: 4 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 11 : 3 2 : 0 0 A M M E T R O L I N K 1 1 : 5 2 : 0 0 A M 00 : 2 0 : 0 0 5: 5 0 : 0 0 P M N O N M E T R O S t i l l T h e r e 02 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 5 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 1: 3 6 : 0 0 P M N O N M E T R O S t i l l T h e r e 06 : 2 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 6: 3 0 : 0 0 A M M E T R O L I N K 5 : 2 3 : 0 0 P M 10 : 5 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 7 HC Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 8 HC 4: 1 9 : 0 0 P M M E T R O L I N K St i l l T h e r e 03 : 4 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1E 4 9 HC We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 50 HC Al r e a d y T h e r e U N K N O W N 6 : 2 4 : 0 0 A M 01 : 2 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 5 1 HC Al r e a d y T h e r e U N K N O W N 7: 0 6 : 0 0 A M 02 : 0 6 : 0 0 3: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 5 2 HC Al r e a d y T h e r e U N K N O W N 11 : 5 1 : 0 0 A M 06 : 5 1 : 0 0 3: 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 O f f i c e P a r k i n g O n l y 8: 0 3 : 0 0 A M N O N M E T R O 12 : 2 0 : 0 0 P M 04 : 1 7 : 0 0 1: 1 4 : 0 0 P M N O N M E T R O 1 : 1 8 : 0 0 P M 00 : 0 4 : 0 0 4: 2 9 : 0 0 P M S T A Y E D I N C A R 4 : 3 2 : 0 0 P M 00 : 0 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 O f f i c e P a r k i n g O n l y 8: 1 4 : 0 0 A M N O N M E T R O 9: 4 2 : 0 0 A M 01 : 2 8 : 0 0 1: 0 1 : 0 0 P M N O N M E T R O 3 : 0 7 : 0 0 P M 02 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 O f f i c e P a r k i n g O n l y 8: 1 5 : 0 0 A M NO N M E T R O 11 : 2 7 : 0 0 A M 03 : 1 2 : 0 0 12 : 3 7 : 0 0 P M N O N M E T R O 5 : 0 3 : 0 0 P M 04 : 2 6 : 0 0 5: 0 4 : 0 0 P M N O N M E T R O 7 : 2 9 : 0 0 P M 02 : 2 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 4 O f f i c e P a r k i n g O n l y 8: 0 8 : 0 0 A M N O N M E T R O 11 : 2 8 : 0 0 A M 03 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 5 O f f i c e P a r k i n g O n l y 7: 5 7 : 0 0 A M N O N M E T R O 4: 3 9 : 0 0 P M 08 : 4 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 6 O f f i c e P a r k i n g O n l y 8: 0 7 : 0 0 A M N O N M E T R O 4: 5 4 : 0 0 P M 08 : 4 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 7 O f f i c e P a r k i n g O n l y 7: 4 8 : 0 0 A M N O N M E T R O 5: 0 5 : 0 0 P M 09 : 1 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 8 O f f i c e P a r k i n g O n l y 5: 0 0 : 0 0 A M N O N M E T R O 11 : 2 2 : 0 0 A M 06 : 2 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 9 O f f i c e P a r k i n g O n l y 7: 5 7 : 0 0 A M N O N M E T R O 9: 2 2 : 0 0 A M 01 : 2 5 : 0 0 9: 3 5 : 0 0 A M N O N M E T R O 1 0 : 1 1 : 0 0 A M 00 : 3 6 : 0 0 1: 2 9 : 0 0 P M N O N M E T R O 3 : 4 5 : 0 0 P M 02 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 0 O f f i c e P a r k i n g O n l y 7: 2 7 : 0 0 A M S T A Y E D I N C A R 7: 3 3 : 0 0 A M 00 : 0 6 : 0 0 7: 4 2 : 0 0 A M M E T R O L I N K 7 : 4 6 : 0 0 A M 00 : 0 4 : 0 0 8: 0 5 : 0 0 A M N O N M E T R O 5 : 0 9 : 0 0 P M 09 : 0 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 1 O f f i c e P a r k i n g O n l y 7: 5 6 : 0 0 A M N O N M E T R O 10 : 3 5 : 0 0 A M 02 : 3 9 : 0 0 1: 1 1 : 0 0 P M N O N M E T R O 2 : 2 7 : 0 0 P M 01 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 2 O f f i c e P a r k i n g O n l y 7: 1 8 : 0 0 A M N O N M E T R O 5: 3 2 : 0 0 P M 10 : 1 4 : 0 0 5: 4 8 : 0 0 P M N O N M E T R O 6 : 0 2 : 0 0 P M 00 : 1 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 3 O f f i c e P a r k i n g O n l y 8: 0 1 : 0 0 A M N O N M E T R O 5: 0 9 : 0 0 P M 09 : 0 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 4 O f f i c e P a r k i n g O n l y 7: 3 8 : 0 0 A M N O N M E T R O 11 : 5 3 : 0 0 A M 04 : 1 5 : 0 0 11 : 5 5 : 0 0 A M N O N M E T R O 5 : 1 9 : 0 0 P M 05 : 2 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 5 O f f i c e P a r k i n g O n l y 5: 5 0 : 0 0 A M M E T R O L I N K 6: 0 5 : 0 0 A M 00 : 1 5 : 0 0 7: 3 2 : 0 0 A M N O N M E T R O 1 2 : 5 4 : 0 0 P M 05 : 2 2 : 0 0 1: 0 0 : 0 0 P M N O N M E T R O 2 : 1 8 : 0 0 P M 01 : 1 8 : 0 0 7: 2 2 : 0 0 P M N O N M E T R O 7 : 2 6 : 0 0 P M 00 : 0 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2A 1 6 O f f i c e P a r k i n g O n l y 7: 0 1 : 0 0 A M N O N M E T R O 12 : 1 4 : 0 0 P M 05 : 1 3 : 0 0 12 : 3 9 : 0 0 P M N O N M E T R O 5 : 0 2 : 0 0 P M 04 : 2 3 : 0 0 5: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 7 O f f i c e P a r k i n g O n l y 7: 5 0 : 0 0 A M N O N M E T R O 4: 2 8 : 0 0 P M 08 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 8 O f f i c e P a r k i n g O n l y 7: 3 4 : 0 0 A M N O N M E T R O 10 : 2 0 : 0 0 A M 02 : 4 6 : 0 0 1: 2 3 : 0 0 P M N O N M E T R O 5 : 0 3 : 0 0 P M 03 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 9 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M N O N M E T R O 12 : 3 3 : 0 0 P M 04 : 4 1 : 0 0 12 : 5 9 : 0 0 P M N O N M E T R O 2 : 5 6 : 0 0 P M 01 : 5 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 0 O f f i c e P a r k i n g O n l y 7: 3 2 : 0 0 A M N O N M E T R O 12 : 1 2 : 0 0 P M 04 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 1 O f f i c e P a r k i n g O n l y 6: 5 9 : 0 0 A M N O N M E T R O 12 : 0 7 : 0 0 P M 05 : 0 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 2 O f f i c e P a r k i n g O n l y 7: 0 8 : 0 0 A M N O N M E T R O 10 : 0 9 : 0 0 A M 03 : 0 1 : 0 0 1: 0 7 : 0 0 P M N O N M E T R O 1 : 3 4 : 0 0 P M 00 : 2 7 : 0 0 1: 5 3 : 0 0 P M N O N M E T R O 2 : 0 6 : 0 0 P M 00 : 1 3 : 0 0 4: 3 2 : 0 0 P M M E T R O L I N K 4 : 3 7 : 0 0 P M 00 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 3 O f f i c e P a r k i n g O n l y 7: 3 0 : 0 0 A M N O N M E T R O 12 : 5 8 : 0 0 P M 05 : 2 8 : 0 0 1: 2 3 : 0 0 P M N O N M E T R O 5 : 5 0 : 0 0 P M 04 : 2 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 4 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 8 : 0 0 A M 01 : 5 8 : 0 0 8: 1 2 : 0 0 A M N O N M E T R O 1 1 : 2 4 : 0 0 A M 03 : 1 2 : 0 0 1: 2 7 : 0 0 P M N O N M E T R O 2 : 1 9 : 0 0 P M 00 : 5 2 : 0 0 5: 4 4 : 0 0 P M P I C K U P 5 : 5 0 : 0 0 P M 00 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 5 O f f i c e P a r k i n g O n l y 8: 1 7 : 0 0 A M N O N M E T R O 12 : 0 5 : 0 0 P M 03 : 4 8 : 0 0 12 : 3 3 : 0 0 P M N O N M E T R O 4 : 0 5 : 0 0 P M 03 : 3 2 : 0 0 DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 6 O f f i c e P a r k i n g O n l y 8: 1 0 : 0 0 A M N O N M E T R O 1 1 : 4 3 : 0 0 A M 03 : 3 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 7 O f f i c e P a r k i n g O n l y 8: 1 7 : 0 0 A M N O N M E T R O 12 : 5 0 : 0 0 P M 04 : 3 3 : 0 0 1: 2 6 : 0 0 P M N O N M E T R O 2 : 3 4 : 0 0 P M 01 : 0 8 : 0 0 5: 2 9 : 0 0 P M M E T R O L I N K 5 : 3 5 : 0 0 P M 00 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 8 O f f i c e P a r k i n g O n l y 8: 0 2 : 0 0 A M N O N M E T R O 4: 4 9 : 0 0 P M 08 : 4 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 9 O f f i c e P a r k i n g O n l y 8: 0 2 : 0 0 A M N O N M E T R O 10 : 5 0 : 0 0 A M 02 : 4 8 : 0 0 1: 3 9 : 0 0 P M N O N M E T R O 2 : 1 3 : 0 0 P M 00 : 3 4 : 0 0 2: 3 1 : 0 0 P M N O N M E T R O 4 : 1 5 : 0 0 P M 01 : 4 4 : 0 0 5: 3 7 : 0 0 P M S T A Y E D I N C A R S t i l l T h e r e 02 : 2 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 0 O f f i c e P a r k i n g O n l y 6: 5 0 : 0 0 A M N O N M E T R O 12 : 0 2 : 0 0 P M 05 : 1 2 : 0 0 4: 4 6 : 0 0 P M S T A Y E D I N C A R 4 : 5 3 : 0 0 P M 00 : 0 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 1 O f f i c e P a r k i n g O n l y 8: 1 0 : 0 0 A M N O N M E T R O 10 : 3 7 : 0 0 A M 02 : 2 7 : 0 0 12 : 5 6 : 0 0 P M N O N M E T R O 4 : 1 9 : 0 0 P M 03 : 2 3 : 0 0 5: 0 1 : 0 0 P M S T A Y E D I N C A R 5 : 1 9 : 0 0 P M 00 : 1 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 2 O f f i c e P a r k i n g O n l y 8: 2 0 : 0 0 A M N O N M E T R O 11 : 0 2 : 0 0 A M 02 : 4 2 : 0 0 1: 5 6 : 0 0 P M N O N M E T R O 5 : 0 3 : 0 0 P M 03 : 0 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 3 O f f i c e P a r k i n g O n l y 6: 4 9 : 0 0 A M M E T R O L I N K 6: 5 9 : 0 0 A M 00 : 1 0 : 0 0 8: 1 7 : 0 0 A M N O N M E T R O 4 : 4 5 : 0 0 P M 08 : 2 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 4 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 8 : 0 0 A M 01 : 5 8 : 0 0 7: 3 5 : 0 0 A M N O N M E T R O 5 : 1 8 : 0 0 P M 09 : 4 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 5 O f f i c e P a r k i n g O n l y 6: 5 3 : 0 0 A M M E T R O L I N K 6: 5 7 : 0 0 A M 00 : 0 4 : 0 0 8: 2 0 : 0 0 A M N O N M E T R O 1 1 : 0 3 : 0 0 A M 02 : 4 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 6 O f f i c e P a r k i n g O n l y 8: 2 3 : 0 0 A M N O N M E T R O 12 : 1 7 : 0 0 P M 03 : 5 4 : 0 0 1: 2 7 : 0 0 P M N O N M E T R O 4 : 4 5 : 0 0 P M 03 : 1 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 7 O f f i c e P a r k i n g O n l y 7: 5 0 : 0 0 A M N O N M E T R O 12 : 3 7 : 0 0 P M 04 : 4 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 8 O f f i c e P a r k i n g O n l y 6: 4 6 : 0 0 A M M E T R O L I N K 7: 4 6 : 0 0 A M 01 : 0 0 : 0 0 7: 5 6 : 0 0 A M N O N M E T R O 4 : 1 4 : 0 0 P M 08 : 1 8 : 0 0 5: 1 4 : 0 0 P M S T A Y E D I N C A R 5 : 2 2 : 0 0 P M 00 : 0 8 : 0 0 5: 2 9 : 0 0 P M S T A Y E D I N C A R 5 : 3 1 : 0 0 P M 00 : 0 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 9 O f f i c e P a r k i n g O n l y 8: 2 1 : 0 0 A M N O N M E T R O 11 : 3 3 : 0 0 A M 03 : 1 2 : 0 0 1: 5 6 : 0 0 P M N O N M E T R O 5 : 0 5 : 0 0 P M 03 : 0 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 4 0 O f f i c e P a r k i n g O n l y 8: 2 1 : 0 0 A M NO N M E T R O 12 : 1 2 : 0 0 P M 03 : 5 1 : 0 0 12 : 3 0 : 0 0 P M S T A Y E D I N C A R 1 2 : 5 3 : 0 0 P M 00 : 2 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 4 1 O f f i c e P a r k i n g O n l y 8: 2 3 : 0 0 A M N O N M E T R O 10 : 1 1 : 0 0 A M 01 : 4 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 4 2 O f f i c e P a r k i n g O n l y 5: 5 2 : 0 0 A M M E T R O L I N K 6: 0 6 : 0 0 A M 00 : 1 4 : 0 0 8: 2 1 : 0 0 A M N O N M E T R O 1 0 : 4 8 : 0 0 A M 02 : 2 7 : 0 0 11 : 1 3 : 0 0 A M S T A Y E D I N C A R 1 1 : 1 9 : 0 0 A M 00 : 0 6 : 0 0 1: 2 7 : 0 0 P M N O N M E T R O 4 : 0 2 : 0 0 P M 02 : 3 5 : 0 0 4: 2 7 : 0 0 P M S T A Y E D I N C A R 4 : 3 0 : 0 0 P M 00 : 0 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 4 3 O f f i c e P a r k i n g O n l y 8: 0 1 : 0 0 A M N O N M E T R O 9: 3 8 : 0 0 A M 01 : 3 7 : 0 0 10 : 0 3 : 0 0 A M N O N M E T R O 1 0 : 3 2 : 0 0 A M 00 : 2 9 : 0 0 11 : 1 6 : 0 0 A M M E T R O L I N K 1 1 : 1 9 : 0 0 A M 00 : 0 3 : 0 0 3: 2 6 : 0 0 P M S T A Y E D I N C A R 4 : 2 9 : 0 0 P M 01 : 0 3 : 0 0 5: 1 2 : 0 0 P M N O N M E T R O S t i l l T h e r e 02 : 4 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 4 4 O f f i c e P a r k i n g O n l y 8: 1 5 : 0 0 A M N O N M E T R O 5: 5 0 : 0 0 P M 09 : 3 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 4 5 M e t r o L i n k O n l y Al r e a d y T h e r e C O M I N G F R O M M E T R O 6: 2 7 : 0 0 A M 01 : 2 7 : 0 0 6: 5 4 : 0 0 A M M E T R O L I N K 5 : 2 3 : 0 0 P M 10 : 2 9 : 0 0 5: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 4 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 11 : 2 1 : 0 0 A M 06 : 2 1 : 0 0 2: 4 2 : 0 0 P M M E T R O L I N K 4 : 4 7 : 0 0 P M 02 : 0 5 : 0 0 5: 1 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 4 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 5 : 0 0 A M 01 : 0 5 : 0 0 6: 0 6 : 0 0 A M M E T R O L I N K 5 : 2 2 : 0 0 P M 11 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 4 8 M e t r o L i n k O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 49 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6 : 2 2 : 0 0 A M 01 : 2 2 : 0 0 6: 3 6 : 0 0 A M M E T R O L I N K 5 : 5 0 : 0 0 P M 11 : 1 4 : 0 0 6: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 7: 5 8 : 0 0 A M M E T R O L I N K 5 : 5 0 : 0 0 P M 09 : 5 2 : 0 0 6: 4 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 1 M e t r o L i n k O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 52 M e t r o L i n k O n l y 4: 2 0 : 0 0 P M M E T R O L I N K St i l l T h e r e 03 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 6: 1 5 : 0 0 A M M E T R O L I N K 3 : 5 9 : 0 0 P M 09 : 4 4 : 0 0 4: 0 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 4 M e t r o L i n k O n l y 5: 4 8 : 0 0 A M M E T R O L I N K 11 : 2 0 : 0 0 A M 05 : 3 2 : 0 0 3: 3 5 : 0 0 P M M E T R O L I N K 3 : 4 3 : 0 0 P M 00 : 0 8 : 0 0 3: 4 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 P M 12 : 5 1 : 0 0 6: 0 5 : 0 0 P M S T A Y E D I N C A R 6 : 5 0 : 0 0 P M 00 : 4 5 : 0 0 6: 5 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 0 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 7: 5 2 : 0 0 A M M E T R O L I N K 5 : 5 1 : 0 0 P M 09 : 5 9 : 0 0 6: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 0 8 : 0 0 A M 03 : 0 8 : 0 0 8: 5 8 : 0 0 A M N O N M E T R O 1 0 : 0 5 : 0 0 A M 01 : 0 7 : 0 0 10 : 5 3 : 0 0 A M S T A Y E D I N C A R 1 1 : 0 2 : 0 0 A M 00 : 0 9 : 0 0 3: 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 5 : 0 0 A M 01 : 0 5 : 0 0 6: 1 4 : 0 0 A M M E T R O L I N K 5 : 2 3 : 0 0 P M 11 : 0 9 : 0 0 5: 2 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 5 : 0 0 A M 01 : 0 5 : 0 0 6: 5 1 : 0 0 A M M E T R O L I N K 4 : 4 2 : 0 0 P M 09 : 5 1 : 0 0 4: 5 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 6 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 0 8 : 0 0 A M 03 : 0 8 : 0 0 9: 0 2 : 0 0 A M N O N M E T R O 1 1 : 4 9 : 0 0 A M 02 : 4 7 : 0 0 3: 2 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 3 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 6 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 6: 2 0 : 0 0 A M N O N M E T R O S t i l l T h e r e 13 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 6 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 7: 5 6 : 0 0 A M M E T R O L I N K 8 : 0 9 : 0 0 A M 00 : 1 3 : 0 0 8: 5 8 : 0 0 A M N O N M E T R O 1 2 : 1 3 : 0 0 P M 03 : 1 5 : 0 0 1: 1 4 : 0 0 P M M E T R O L I N K 1 : 2 6 : 0 0 P M 00 : 1 2 : 0 0 3: 4 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 6 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 Al r e a d y T h e r e M E T R O L I N K 6 : 5 6 : 0 0 A M 01 : 5 6 : 0 0 10 : 4 8 : 0 0 A M N O N M E T R O 1 0 : 5 7 : 0 0 A M 00 : 0 9 : 0 0 11 : 0 4 : 0 0 A M S T A Y E D I N C A R 1 1 : 0 6 : 0 0 A M 00 : 0 2 : 0 0 3: 4 8 : 0 0 P M M E T R O L I N K 4 : 4 2 : 0 0 P M 00 : 5 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 6 4 HC We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 A 1 O f f i c e P a r k i n g O n l y 7: 1 1 : 0 0 A M O F F I C E 12 : 4 2 : 0 0 P M 05 : 3 1 : 0 0 12 : 4 7 : 0 0 P M O F F I C E 3 : 0 8 : 0 0 P M 02 : 2 1 : 0 0 3: 4 8 : 0 0 P M O F F I C E 4 : 3 1 : 0 0 P M 00 : 4 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 A 2 O f f i c e P a r k i n g O n l y 7: 3 1 : 0 0 A M O F F I C E 12 : 0 0 : 0 0 P M 04 : 2 9 : 0 0 1: 0 8 : 0 0 P M OF F I C E 3 : 4 6 : 0 0 P M 02 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 A 3 O f f i c e P a r k i n g O n l y 6: 4 8 : 0 0 A M O F F I C E 5: 0 1 : 0 0 P M 10 : 1 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3A 4 O f f i c e P a r k i n g O n l y 7: 0 0 : 0 0 A M O F F I C E 5: 0 0 : 0 0 P M 10 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3A 5 O f f i c e P a r k i n g O n l y 6: 3 6 : 0 0 A M N O N M E T R O 12 : 0 5 : 0 0 P M 05 : 2 9 : 0 0 12 : 5 5 : 0 0 P M O F F I C E 5 : 3 3 : 0 0 P M 04 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 A 6 O f f i c e P a r k i n g O n l y 6: 3 7 : 0 0 A M O F F I C E 4: 5 2 : 0 0 P M 10 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3A 7 O f f i c e P a r k i n g O n l y 5: 0 0 : 0 0 A M O F F I C E 10 : 0 9 : 0 0 A M 05 : 0 9 : 0 0 11 : 2 9 : 0 0 A M OF F I C E 1 2 : 0 6 : 0 0 P M 00 : 3 7 : 0 0 12 : 3 0 : 0 0 P M O F F I C E 3 : 1 5 : 0 0 P M 02 : 4 5 : 0 0 7: 3 0 : 0 0 P M O F F I C E S t i l l T h e r e 00 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 A 8 O f f i c e P a r k i n g O n l y 10 : 2 5 : 0 0 A M O F F I C E 6: 3 0 : 0 0 P M 08 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3A 9 HC 7: 2 8 : 0 0 A M O F F I C E 7: 3 5 : 0 0 A M 00 : 0 7 : 0 0 7: 4 0 : 0 0 A M OF F I C E 1 0 : 0 0 : 0 0 A M 02 : 2 0 : 0 0 12 : 4 5 : 0 0 P M O F F I C E 2 : 5 3 : 0 0 P M 02 : 0 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 A 1 0 HC 7: 5 6 : 0 0 A M O F F I C E 9: 2 3 : 0 0 A M 01 : 2 7 : 0 0 1: 1 6 : 0 0 P M OF F I C E 4 : 0 2 : 0 0 P M 02 : 4 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 A 1 1 HC 7: 4 2 : 0 0 A M O F F I C E 9: 5 9 : 0 0 A M 02 : 1 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3A 1 2 HC 7: 3 5 : 0 0 A M O F F I C E 11 : 0 4 : 0 0 A M 03 : 2 9 : 0 0 1: 2 3 : 0 0 P M OF F I C E 4 : 3 1 : 0 0 P M 03 : 0 8 : 0 0 6: 0 2 : 0 0 P M O F F I C E S t i l l T h e r e 01 : 5 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 1 3 O f f i c e P a r k i n g O n l y 6: 4 3 : 0 0 A M O F F I C E 5: 3 7 : 0 0 P M 10 : 5 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 1 4 O f f i c e P a r k i n g O n l y 7: 4 9 : 0 0 A M O F F I C E 10 : 4 7 : 0 0 A M 02 : 5 8 : 0 0 11 : 2 0 : 0 0 A M NO N M E T R O 5 : 0 2 : 0 0 P M 05 : 4 2 : 0 0 5: 5 0 : 0 0 P M M E T R O L I N K 5 : 5 5 : 0 0 P M 00 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 1 5 O f f i c e P a r k i n g O n l y 7: 5 0 : 0 0 A M O F F I C E 12 : 4 0 : 0 0 P M 04 : 5 0 : 0 0 12 : 5 9 : 0 0 P M OF F I C E 3 : 3 6 : 0 0 P M 02 : 3 7 : 0 0 Al r e a d y T h e r e O F F I C E 4 : 4 8 : 0 0 P M 11 : 4 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 1 6 O f f i c e P a r k i n g O n l y 6: 4 3 : 0 0 A M M E T R O L I N K 7: 0 2 : 0 0 A M 00 : 1 9 : 0 0 7: 4 4 : 0 0 A M O F F I C E 1 0 : 0 1 : 0 0 A M 02 : 1 7 : 0 0 10 : 2 3 : 0 0 A M N O N M E T R O 3 : 0 5 : 0 0 P M 04 : 4 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 1 7 O f f i c e P a r k i n g O n l y 7: 4 2 : 0 0 A M O F F I C E 8: 1 3 : 0 0 A M 00 : 3 1 : 0 0 4: 5 4 : 0 0 P M OF F I C E 5 : 0 4 : 0 0 P M 00 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 1 8 O f f i c e P a r k i n g O n l y 7: 2 2 : 0 0 A M O F F I C E 4: 0 7 : 0 0 P M 08 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 1 9 O f f i c e P a r k i n g O n l y 6: 3 9 : 0 0 A M M E T R O L I N K 6: 5 0 : 0 0 A M 00 : 1 1 : 0 0 6: 5 0 : 0 0 A M O F F I C E 4 : 3 8 : 0 0 P M 09 : 4 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 2 0 O f f i c e P a r k i n g O n l y 6: 4 8 : 0 0 A M O F F I C E 5: 3 9 : 0 0 P M 10 : 5 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 2 1 O f f i c e P a r k i n g O n l y 6: 5 5 : 0 0 A M OF F I C E 3: 3 3 : 0 0 P M 08 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 2 2 O f f i c e P a r k i n g O n l y 6: 5 6 : 0 0 A M N O N M E T R O 8: 0 0 : 0 0 A M 01 : 0 4 : 0 0 9: 0 0 : 0 0 A M O F F I C E 4 : 0 4 : 0 0 P M 07 : 0 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 2 3 O f f i c e P a r k i n g O n l y 7: 2 9 : 0 0 A M O F F I C E 5: 3 4 : 0 0 P M 10 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 2 4 O f f i c e P a r k i n g O n l y 7: 0 3 : 0 0 A M O F F I C E 5: 0 3 : 0 0 P M 10 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 2 5 O f f i c e P a r k i n g O n l y 6: 0 4 : 0 0 A M N O N M E T R O 2: 5 8 : 0 0 P M 08 : 5 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 2 6 O f f i c e P a r k i n g O n l y 7: 4 9 : 0 0 A M O F F I C E 1: 0 8 : 0 0 P M 05 : 1 9 : 0 0 1: 0 9 : 0 0 P M OF F I C E 2 : 3 5 : 0 0 P M 01 : 2 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 2 7 O f f i c e P a r k i n g O n l y 6: 3 2 : 0 0 A M N O N M E T R O 5: 0 2 : 0 0 P M 10 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 2 8 O f f i c e P a r k i n g O n l y 7: 4 6 : 0 0 A M O F F I C E 8: 0 0 : 0 0 A M 00 : 1 4 : 0 0 8: 1 2 : 0 0 A M OF F I C E 9 : 4 3 : 0 0 A M 01 : 3 1 : 0 0 10 : 1 5 : 0 0 A M N O N M E T R O 1 2 : 1 1 : 0 0 P M 01 : 5 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 2 9 O f f i c e P a r k i n g O n l y 7: 4 0 : 0 0 A M N O N M E T R O 2: 2 2 : 0 0 P M 06 : 4 2 : 0 0 2: 3 4 : 0 0 P M O F F I C E 4 : 3 4 : 0 0 P M 02 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 0 O f f i c e P a r k i n g O n l y 7: 5 8 : 0 0 A M N O N M E T R O 4: 3 2 : 0 0 P M 08 : 3 4 : 0 0 Al r e a d y T h e r e O F F I C E 5 : 0 5 : 0 0 P M 12 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 1 O f f i c e P a r k i n g O n l y 7: 5 1 : 0 0 A M N O N M E T R O 10 : 3 0 : 0 0 A M 02 : 3 9 : 0 0 10 : 4 8 : 0 0 A M N O N M E T R O 1 0 : 5 7 : 0 0 A M 00 : 0 9 : 0 0 10 : 5 8 : 0 0 A M N O N M E T R O 1 : 1 5 : 0 0 P M 02 : 1 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 2 O f f i c e P a r k i n g O n l y 7: 2 1 : 0 0 A M N O N M E T R O 7: 3 7 : 0 0 A M 00 : 1 6 : 0 0 7: 4 8 : 0 0 A M O F F I C E 1 1 : 5 9 : 0 0 A M 04 : 1 1 : 0 0 12 : 3 0 : 0 0 P M O F F I C E 1 : 1 3 : 0 0 P M 00 : 4 3 : 0 0 1: 1 5 : 0 0 P M O F F I C E 2 : 3 6 : 0 0 P M 01 : 2 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 3 O f f i c e P a r k i n g O n l y 7: 0 0 : 0 0 A M O F F I C E 1: 0 0 : 0 0 P M 06 : 0 0 : 0 0 2: 1 7 : 0 0 P M OF F I C E 3 : 1 6 : 0 0 P M 00 : 5 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 4 O f f i c e P a r k i n g O n l y 7: 0 8 : 0 0 A M O F F I C E 11 : 0 8 : 0 0 A M 04 : 0 0 : 0 0 11 : 2 6 : 0 0 A M OF F I C E 1 2 : 3 1 : 0 0 P M 01 : 0 5 : 0 0 12 : 3 7 : 0 0 P M N O N M E T R O 2 : 0 6 : 0 0 P M 01 : 2 9 : 0 0 2: 2 0 : 0 0 P M O F F I C E 2 : 4 9 : 0 0 P M 00 : 2 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 5 O f f i c e P a r k i n g O n l y 7: 0 0 : 0 0 A M O F F I C E 5: 2 0 : 0 0 P M 10 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 3 6 O f f i c e P a r k i n g O n l y 8: 0 4 : 0 0 A M O F F I C E 12 : 0 3 : 0 0 P M 03 : 5 9 : 0 0 12 : 3 1 : 0 0 P M NO N M E T R O 4 : 4 9 : 0 0 P M 04 : 1 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 7 O f f i c e P a r k i n g O n l y 8: 0 0 : 0 0 A M O F F I C E 12 : 0 4 : 0 0 P M 04 : 0 4 : 0 0 1: 3 0 : 0 0 P M OF F I C E 1 : 3 5 : 0 0 P M 00 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 8 O f f i c e P a r k i n g O n l y 8: 1 5 : 0 0 A M O F F I C E 10 : 1 1 : 0 0 A M 01 : 5 6 : 0 0 12 : 1 0 : 0 0 P M OF F I C E 5 : 2 6 : 0 0 P M 05 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 9 O f f i c e P a r k i n g O n l y 7: 5 3 : 0 0 A M N O N M E T R O 10 : 3 4 : 0 0 A M 02 : 4 1 : 0 0 1: 1 9 : 0 0 P M O F F I C E 3 : 1 3 : 0 0 P M 01 : 5 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 4 0 O f f i c e P a r k i n g O n l y 7: 4 1 : 0 0 A M O F F I C E 5: 0 5 : 0 0 P M 09 : 2 4 : 0 0 6: 2 0 : 0 0 P M ME T R O L I N K 6 : 2 7 : 0 0 P M 00 : 0 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 4 1 O f f i c e P a r k i n g O n l y 7: 3 9 : 0 0 A M O F F I C E 12 : 3 0 : 0 0 P M 04 : 5 1 : 0 0 1: 1 0 : 0 0 P M OF F I C E 4 : 2 8 : 0 0 P M 03 : 1 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 4 2 O f f i c e P a r k i n g O n l y 6: 5 4 : 0 0 A M O F F I C E 12 : 3 0 : 0 0 P M 05 : 3 6 : 0 0 12 : 3 1 : 0 0 P M OF F I C E 1 : 0 5 : 0 0 P M 00 : 3 4 : 0 0 1: 1 1 : 0 0 P M O F F I C E 5 : 4 0 : 0 0 P M 04 : 2 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 4 3 O f f i c e P a r k i n g O n l y 7: 0 0 : 0 0 A M O F F I C E 12 : 2 2 : 0 0 P M 05 : 2 2 : 0 0 1: 1 8 : 0 0 P M OF F I C E 7 : 0 9 : 0 0 P M 05 : 5 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 4 4 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M O F F I C E 5: 1 5 : 0 0 P M 09 : 2 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 4 5 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M O F F I C E 5: 0 4 : 0 0 P M 09 : 1 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 4 6 O f f i c e P a r k i n g O n l y 7: 5 0 : 0 0 A M O F F I C E 5: 4 1 : 0 0 P M 09 : 5 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 4 7 O f f i c e P a r k i n g O n l y 7: 5 9 : 0 0 A M O F F I C E 5: 1 9 : 0 0 P M 09 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 4 8 O f f i c e P a r k i n g O n l y 7: 2 7 : 0 0 A M O F F I C E St i l l T h e r e 12 : 3 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 4 9 O f f i c e P a r k i n g O n l y 8: 1 0 : 0 0 A M O F F I C E 5: 2 5 : 0 0 P M 09 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 5 0 O f f i c e P a r k i n g O n l y 5: 0 0 : 0 0 A M M E T R O L I N K 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 7: 5 6 : 0 0 A M O F F I C E 4 : 2 6 : 0 0 P M 08 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 5 1 O f f i c e P a r k i n g O n l y 6: 4 1 : 0 0 A M M E T R O L I N K 3: 4 4 : 0 0 P M 09 : 0 3 : 0 0 4: 5 7 : 0 0 P M S T A Y E D I N C A R 5 : 0 1 : 0 0 P M 00 : 0 4 : 0 0 5: 3 3 : 0 0 P M M E T R O L I N K 5 : 5 7 : 0 0 P M 00 : 2 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 5 2 O f f i c e P a r k i n g O n l y 6: 5 8 : 0 0 A M O F F I C E 10 : 0 1 : 0 0 A M 03 : 0 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 5 3 O f f i c e P a r k i n g O n l y 8: 1 7 : 0 0 A M O F F I C E 6: 2 5 : 0 0 P M 10 : 0 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 5 4 O f f i c e P a r k i n g O n l y 7: 0 6 : 0 0 A M O F F I C E 5: 0 5 : 0 0 P M 09 : 5 9 : 0 0 5: 0 7 : 0 0 P M OF F I C E S t i l l T h e r e 02 : 5 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 5 5 O f f i c e P a r k i n g O n l y 5: 5 4 : 0 0 A M M E T R O L I N K 6: 0 5 : 0 0 A M 00 : 1 1 : 0 0 7: 4 8 : 0 0 A M M E T R O L I N K 1 : 1 0 : 0 0 P M 05 : 2 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 5 6 O f f i c e P a r k i n g O n l y 5: 3 6 : 0 0 A M M E T R O L I N K 6: 0 5 : 0 0 A M 00 : 2 9 : 0 0 6: 1 5 : 0 0 A M M E T R O L I N K 6 : 2 5 : 0 0 A M 00 : 1 0 : 0 0 8: 0 6 : 0 0 A M O F F I C E 1 0 : 1 5 : 0 0 A M 02 : 0 9 : 0 0 6: 0 5 : 0 0 P M M E T R O L I N K 6 : 1 0 : 0 0 P M 00 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 C 5 7 R e g u l a r / N a v c o 5: 0 0 : 0 0 A M M E T R O L I N K 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 6: 5 2 : 0 0 A M O F F I C E 1 1 : 5 7 : 0 0 A M 05 : 0 5 : 0 0 11 : 5 8 : 0 0 A M O F F I C E 4 : 1 9 : 0 0 P M 04 : 2 1 : 0 0 4: 2 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 C 5 8 R e g u l a r / N a v c o 5: 0 0 : 0 0 A M M E T R O L I N K 8: 0 9 : 0 0 A M 03 : 0 9 : 0 0 8: 1 1 : 0 0 A M O F F I C E 1 1 : 2 9 : 0 0 A M 03 : 1 8 : 0 0 12 : 0 8 : 0 0 P M O F F I C E 4 : 3 9 : 0 0 P M 04 : 3 1 : 0 0 5: 2 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 C 5 9 R e g u l a r / N a v c o 5: 0 0 : 0 0 A M O F F I C E 12 : 5 0 : 0 0 P M 07 : 5 0 : 0 0 1: 0 0 : 0 0 P M OF F I C E 6 : 4 7 : 0 0 P M 05 : 4 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 C 6 0 R e g u l a r / N a v c o 6: 2 5 : 0 0 A M O F F I C E 4: 0 3 : 0 0 P M 09 : 3 8 : 0 0 5: 4 4 : 0 0 P M ME T R O L I N K S t i l l T h e r e 02 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 6: 4 8 : 0 0 A M M E T R O L I N K 6 : 5 2 : 0 0 A M 00 : 0 4 : 0 0 7: 0 5 : 0 0 A M M E T R O L I N K S t i l l T h e r e 12 : 5 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4A 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 6: 4 2 : 0 0 A M M E T R O L I N K 5 : 2 3 : 0 0 P M 10 : 4 1 : 0 0 5: 3 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 7: 3 6 : 0 0 A M M E T R O L I N K 5 : 5 6 : 0 0 P M 10 : 2 0 : 0 0 7: 0 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 00 : 5 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 5 M e t r o L i n k O n l y Al r e a d y T h e r e ME T R O L I N K 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 6: 5 2 : 0 0 A M M E T R O L I N K 5 : 2 4 : 0 0 P M 10 : 3 2 : 0 0 5: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 5 : 0 0 A M 01 : 0 5 : 0 0 6: 4 5 : 0 0 A M M E T R O L I N K 5 : 2 5 : 0 0 P M 10 : 4 0 : 0 0 5: 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 5 : 0 0 A M 01 : 0 5 : 0 0 6: 0 7 : 0 0 A M M E T R O L I N K 5 : 5 7 : 0 0 P M 11 : 5 0 : 0 0 6: 0 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 5 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 6: 4 8 : 0 0 A M M E T R O L I N K 5 : 5 6 : 0 0 P M 11 : 0 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 0 8 : 0 0 A M 03 : 0 8 : 0 0 8: 2 9 : 0 0 A M N O N M E T R O 5 : 0 2 : 0 0 P M 08 : 3 3 : 0 0 5: 0 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4A 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 7: 3 8 : 0 0 A M N O N M E T R O 9 : 4 1 : 0 0 A M 02 : 0 3 : 0 0 3: 4 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 5 : 0 0 A M 01 : 0 5 : 0 0 6: 1 2 : 0 0 A M M E T R O L I N K 5 : 2 5 : 0 0 P M 11 : 1 3 : 0 0 5: 3 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 6: 2 4 : 0 0 A M M E T R O L I N K 6 : 2 6 : 0 0 A M 00 : 0 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 8: 2 8 : 0 0 A M N O N M E T R O 1 1 : 5 9 : 0 0 A M 03 : 3 1 : 0 0 3: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 8: 3 8 : 0 0 A M N O N M E T R O 1 0 : 5 9 : 0 0 A M 02 : 2 1 : 0 0 12 : 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 7: 4 0 : 0 0 A M M E T R O L I N K 5 : 5 7 : 0 0 P M 10 : 1 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 8: 4 9 : 0 0 A M N O N M E T R O 1 2 : 5 4 : 0 0 P M 04 : 0 5 : 0 0 3: 4 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 8 M e t r o L i n k O n l y 7: 2 4 : 0 0 A M M E T R O L I N K 5: 5 7 : 0 0 P M 10 : 3 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 8: 3 1 : 0 0 A M N O N M E T R O 1 2 : 1 8 : 0 0 P M 03 : 4 7 : 0 0 12 : 4 5 : 0 0 P M N O N M E T R O 2 : 4 2 : 0 0 P M 01 : 5 7 : 0 0 2: 5 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 05 : 0 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 0 M e t r o L i n k O n l y 9: 0 8 : 0 0 A M N O N M E T R O 1: 0 9 : 0 0 P M 04 : 0 1 : 0 0 1: 4 3 : 0 0 P M N O N M E T R O 3 : 3 3 : 0 0 P M 01 : 5 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 1 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 8: 3 9 : 0 0 A M 03 : 3 9 : 0 0 10 : 2 5 : 0 0 A M N O N M E T R O 1 : 0 9 : 0 0 P M 02 : 4 4 : 0 0 3: 2 5 : 0 0 P M N O N M E T R O 3 : 5 1 : 0 0 P M 00 : 2 6 : 0 0 3: 5 9 : 0 0 P M N O N M E T R O 7 : 2 2 : 0 0 P M 03 : 2 3 : 0 0 7: 4 5 : 0 0 P M N O N M E T R O S t i l l T h e r e 00 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 2 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 7: 5 4 : 0 0 A M 02 : 5 4 : 0 0 8: 2 8 : 0 0 A M N O N M E T R O 1 2 : 1 5 : 0 0 P M 03 : 4 7 : 0 0 12 : 5 0 : 0 0 P M M E T R O L I N K 7 : 4 3 : 0 0 P M 06 : 5 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 3 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 7: 1 9 : 0 0 A M 02 : 1 9 : 0 0 8: 0 5 : 0 0 A M N O N M E T R O 1 0 : 2 3 : 0 0 A M 02 : 1 8 : 0 0 10 : 4 9 : 0 0 A M N O N M E T R O 4 : 1 8 : 0 0 P M 05 : 2 9 : 0 0 5: 2 6 : 0 0 P M N O N M E T R O 5 : 3 1 : 0 0 P M 00 : 0 5 : 0 0 7: 0 8 : 0 0 P M N O N M E T R O S t i l l T h e r e 00 : 5 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 4 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 7: 5 0 : 0 0 A M N O N M E T R O 1 0 : 3 6 : 0 0 A M 02 : 4 6 : 0 0 10 : 4 2 : 0 0 A M N O N M E T R O 1 1 : 3 8 : 0 0 A M 00 : 5 6 : 0 0 12 : 0 8 : 0 0 P M N O N M E T R O 1 2 : 4 3 : 0 0 P M 00 : 3 5 : 0 0 3: 5 0 : 0 0 P M N O N M E T R O S t i l l T h e r e 04 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 5 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4A 2 6 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4A 2 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 3: 5 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 9 : 0 0 DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7 : 0 0 : 0 0 A M 02 : 0 0 : 0 0 3: 4 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 B 2 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 8: 3 1 : 0 0 A M N O N M E T R O 1 1 : 0 1 : 0 0 A M 02 : 3 0 : 0 0 3: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 B 3 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 8: 3 6 : 0 0 A M N O N M E T R O 1 1 : 5 6 : 0 0 A M 03 : 2 0 : 0 0 3: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 B 3 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 7: 5 2 : 0 0 A M N O N M E T R O 7 : 1 0 : 0 0 P M 11 : 1 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 B 3 2 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e N O N M E T R O 10 : 5 2 : 0 0 A M 05 : 5 2 : 0 0 11 : 4 1 : 0 0 A M N O N M E T R O 1 2 : 4 0 : 0 0 P M 00 : 5 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 3 3 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e N O N M E T R O 1: 2 0 : 0 0 P M 08 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 3 4 O f f i c e P a r k i n g O n l y 8: 3 5 : 0 0 A M N O N M E T R O 10 : 5 5 : 0 0 A M 02 : 2 0 : 0 0 12 : 3 0 : 0 0 P M N O N M E T R O 4 : 4 1 : 0 0 P M 04 : 1 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 3 5 O f f i c e P a r k i n g O n l y 8: 3 4 : 0 0 A M N O N M E T R O 12 : 0 0 : 0 0 P M 03 : 2 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 3 6 O f f i c e P a r k i n g O n l y 7: 5 9 : 0 0 A M N O N M E T R O 12 : 1 4 : 0 0 P M 04 : 1 5 : 0 0 1: 1 3 : 0 0 P M N O N M E T R O 4 : 3 8 : 0 0 P M 03 : 2 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 3 7 O f f i c e P a r k i n g O n l y 8: 5 2 : 0 0 A M N O N M E T R O 11 : 5 1 : 0 0 A M 02 : 5 9 : 0 0 12 : 2 0 : 0 0 P M N O N M E T R O 4 : 5 6 : 0 0 P M 04 : 3 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 3 8 O f f i c e P a r k i n g O n l y 8: 4 7 : 0 0 A M N O N M E T R O 9: 3 8 : 0 0 A M 00 : 5 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 3 9 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 40 O f f i c e P a r k i n g O n l y 9: 0 7 : 0 0 A M N O N M E T R O 1 2 : 4 5 : 0 0 P M 03 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 7 : 0 0 A M 01 : 0 7 : 0 0 4: 1 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e UN K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 4: 2 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 1 1 : 0 0 A M 01 : 1 1 : 0 0 4: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 9 : 0 0 A M 01 : 0 9 : 0 0 4: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 0 8 : 0 0 A M 03 : 0 8 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 4: 2 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 4: 2 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5A 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 9 : 0 0 A M 02 : 4 9 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 5: 4 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 1 3 O f f i c e P a r k i n g O n l y 5: 1 0 : 0 0 A M M E T R O L I N K St i l l T h e r e 14 : 5 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5B 1 4 O f f i c e P a r k i n g O n l y 4: 2 8 : 0 0 P M N O N M E T R O 5: 4 8 : 0 0 P M 01 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 1 5 O f f i c e P a r k i n g O n l y 1: 4 5 : 0 0 P M N O N M E T R O 2: 0 0 : 0 0 P M 00 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 1 6 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 17 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 1 8 O f f i c e P a r k i n g O n l y 12 : 4 3 : 0 0 P M N O N M E T R O 4 : 3 0 : 0 0 P M 03 : 4 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 1 9 O f f i c e P a r k i n g O n l y 1: 1 5 : 0 0 P M N O N M E T R O 4: 3 0 : 0 0 P M 03 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 2 0 O f f i c e P a r k i n g O n l y 7: 1 5 : 0 0 A M N O N M E T R O 1: 1 0 : 0 0 P M 05 : 5 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 2 1 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 22 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 2 3 O f f i c e P a r k i n g O n l y 9: 0 2 : 0 0 A M N O N M E T R O 1 0 : 3 0 : 0 0 A M 01 : 2 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 2 4 O f f i c e P a r k i n g O n l y 5: 4 5 : 0 0 A M N O N M E T R O 4: 3 0 : 0 0 P M 10 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 2 5 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 26 O f f i c e P a r k i n g O n l y 6: 4 4 : 0 0 A M N O N M E T R O 1 2 : 0 0 : 0 0 P M 05 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 2 7 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 28 O f f i c e P a r k i n g O n l y 8: 5 6 : 0 0 A M N O N M E T R O 1 0 : 0 6 : 0 0 A M 01 : 1 0 : 0 0 11 : 1 0 : 0 0 A M N O N M E T R O 1 1 : 4 8 : 0 0 A M 00 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 2 9 O f f i c e P a r k i n g O n l y 8: 4 7 : 0 0 A M N O N M E T R O 5: 5 3 : 0 0 P M 09 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 0 O f f i c e P a r k i n g O n l y 9: 0 1 : 0 0 A M N O N M E T R O 9: 5 9 : 0 0 A M 00 : 5 8 : 0 0 12 : 3 2 : 0 0 P M N O N M E T R O 5 : 5 5 : 0 0 P M 05 : 2 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 1 O f f i c e P a r k i n g O n l y 8: 5 8 : 0 0 A M N O N M E T R O 11 : 3 0 : 0 0 A M 02 : 3 2 : 0 0 12 : 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 1 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 2 R e g u l a r Al r e a d y T h e r e U N K N O W N 8: 0 9 : 0 0 A M 03 : 0 9 : 0 0 9: 0 1 : 0 0 A M N O N M E T R O 1 0 : 0 6 : 0 0 A M 01 : 0 5 : 0 0 5: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 3 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 5: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 4 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 8: 3 0 : 0 0 A M N O N M E T R O 9 : 4 7 : 0 0 A M 01 : 1 7 : 0 0 5: 1 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 5 R e g u l a r 5: 0 8 : 0 0 A M M E T R O L I N K St i l l T h e r e 14 : 5 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5B 3 6 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 5 3 : 0 0 A M 02 : 5 3 : 0 0 9: 0 0 : 0 0 A M N O N M E T R O 1 1 : 2 3 : 0 0 A M 02 : 2 3 : 0 0 5: 1 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 7 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 5: 0 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 8 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 5 1 : 0 0 A M 02 : 5 1 : 0 0 5: 1 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 9 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 9: 0 0 : 0 0 A M N O N M E T R O 1 1 : 0 6 : 0 0 A M 02 : 0 6 : 0 0 5: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 0 R e g u l a r 5: 1 2 : 0 0 P M M E T R O L I N K St i l l T h e r e 02 : 4 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5B 4 1 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 4 8 : 0 0 A M 02 : 4 8 : 0 0 5: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 2 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 5 0 : 0 0 A M 02 : 5 0 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 3 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 0 7 : 0 0 A M 01 : 0 7 : 0 0 5: 0 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 4 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 6 : 0 0 A M 01 : 2 6 : 0 0 6: 5 4 : 0 0 A M M E T R O L I N K 6 : 0 0 : 0 0 P M 11 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 5 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 4: 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 6 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 7 R e g u l a r Al r e a d y T h e r e UN K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 1: 2 2 : 0 0 P M N O N M E T R O 1 : 3 7 : 0 0 P M 00 : 1 5 : 0 0 2: 2 0 : 0 0 P M N O N M E T R O 2 : 5 0 : 0 0 P M 00 : 3 0 : 0 0 5: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 8 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 0 8 : 0 0 A M 01 : 0 8 : 0 0 3: 2 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 9 R e g u l a r We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 R e g u l a r / N a v c o 7: 4 1 : 0 0 A M N O N M E T R O 5 : 1 0 : 0 0 P M 09 : 2 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 2 R e g u l a r / N a v c o 7: 5 8 : 0 0 A M N O N M E T R O 12 : 3 5 : 0 0 P M 04 : 3 7 : 0 0 1: 4 0 : 0 0 P M N O N M E T R O 7 : 0 9 : 0 0 P M 05 : 2 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 3 R e g u l a r / N a v c o 8: 0 0 : 0 0 A M N O N M E T R O 2: 5 4 : 0 0 P M 06 : 5 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 4 R e g u l a r / N a v c o 7: 4 4 : 0 0 A M N O N M E T R O 1: 3 5 : 0 0 P M 05 : 5 1 : 0 0 1: 3 5 : 0 0 P M N O N M E T R O 6 : 2 5 : 0 0 P M 04 : 5 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 5 R e g u l a r / N a v c o 7: 3 0 : 0 0 A M N O N M E T R O 12 : 2 0 : 0 0 P M 04 : 5 0 : 0 0 1: 0 4 : 0 0 P M N O N M E T R O 2 : 4 0 : 0 0 P M 01 : 3 6 : 0 0 2: 4 5 : 0 0 P M N O N M E T R O 5 : 2 3 : 0 0 P M 02 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 6 R e g u l a r / N a v c o 7: 5 0 : 0 0 A M N O N M E T R O 2: 4 4 : 0 0 P M 06 : 5 4 : 0 0 2: 5 0 : 0 0 P M N O N M E T R O 4 : 5 0 : 0 0 P M 02 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 7 R e g u l a r / N a v c o 7: 3 0 : 0 0 A M N O N M E T R O 4: 0 4 : 0 0 P M 08 : 3 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 8 R e g u l a r / N a v c o 7: 5 7 : 0 0 A M N O N M E T R O 12 : 4 8 : 0 0 P M 04 : 5 1 : 0 0 1: 2 5 : 0 0 P M N O N M E T R O 5 : 0 3 : 0 0 P M 03 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 9 R e g u l a r / N a v c o 6: 4 5 : 0 0 A M N O N M E T R O 3: 4 5 : 0 0 P M 09 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 0 R e g u l a r / N a v c o 7: 4 2 : 0 0 A M N O N M E T R O 5: 5 3 : 0 0 P M 10 : 1 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 1 R e g u l a r / N a v c o 5: 3 3 : 0 0 A M N O N M E T R O 11 : 4 0 : 0 0 A M 06 : 0 7 : 0 0 1: 2 6 : 0 0 P M N O N M E T R O 4 : 4 9 : 0 0 P M 03 : 2 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 2 R e g u l a r / N a v c o 8: 0 4 : 0 0 A M N O N M E T R O 1: 0 6 : 0 0 P M 05 : 0 2 : 0 0 1: 1 7 : 0 0 P M N O N M E T R O 3 : 4 0 : 0 0 P M 02 : 2 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 3 R e g u l a r / N a v c o 5: 5 3 : 0 0 A M N O N M E T R O 11 : 5 3 : 0 0 A M 06 : 0 0 : 0 0 1: 2 5 : 0 0 P M N O N M E T R O 4 : 4 5 : 0 0 P M 03 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 4 R e g u l a r / N a v c o 8: 3 0 : 0 0 A M N O N M E T R O 11 : 1 0 : 0 0 A M 02 : 4 0 : 0 0 12 : 0 2 : 0 0 P M N O N M E T R O 1 2 : 0 6 : 0 0 P M 00 : 0 4 : 0 0 12 : 0 9 : 0 0 P M N O N M E T R O 2 : 4 7 : 0 0 P M 02 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 5 R e g u l a r / N a v c o 6: 2 2 : 0 0 A M N O N M E T R O 12 : 0 5 : 0 0 P M 05 : 4 3 : 0 0 12 : 2 6 : 0 0 P M N O N M E T R O 5 : 0 7 : 0 0 P M 04 : 4 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 6 R e g u l a r / N a v c o 7: 4 9 : 0 0 A M N O N M E T R O 12 : 1 7 : 0 0 P M 04 : 2 8 : 0 0 1: 1 8 : 0 0 P M N O N M E T R O 5 : 0 7 : 0 0 P M 03 : 4 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 7 R e g u l a r / N a v c o 8: 0 4 : 0 0 A M N O N M E T R O 4: 3 9 : 0 0 P M 08 : 3 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 8 R e g u l a r / N a v c o 7: 0 1 : 0 0 A M N O N M E T R O 12 : 2 1 : 0 0 P M 05 : 2 0 : 0 0 1: 0 2 : 0 0 P M N O N M E T R O 1 : 0 6 : 0 0 P M 00 : 0 4 : 0 0 1: 1 9 : 0 0 P M N O N M E T R O 3 : 5 1 : 0 0 P M 02 : 3 2 : 0 0 4: 0 5 : 0 0 P M N O N M E T R O 5 : 0 0 : 0 0 P M 00 : 5 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 9 R e g u l a r / N a v c o 7: 0 2 : 0 0 A M N O N M E T R O 3: 2 5 : 0 0 P M 08 : 2 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 2 0 R e g u l a r / N a v c o 7: 3 7 : 0 0 A M N O N M E T R O 5: 0 4 : 0 0 P M 09 : 2 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 2 1 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 22 O f f i c e P a r k i n g O n l y 6: 2 7 : 0 0 A M N O N M E T R O 1 : 0 6 : 0 0 P M 06 : 3 9 : 0 0 2: 0 3 : 0 0 P M N O N M E T R O 3 : 3 5 : 0 0 P M 01 : 3 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 2 3 O f f i c e P a r k i n g O n l y 9: 4 8 : 0 0 A M N O N M E T R O 3: 3 1 : 0 0 P M 05 : 4 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 2 4 O f f i c e P a r k i n g O n l y 5: 4 8 : 0 0 A M N O N M E T R O 2: 5 0 : 0 0 P M 09 : 0 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 2 5 O f f i c e P a r k i n g O n l y 9: 2 5 : 0 0 A M N O N M E T R O 3: 1 9 : 0 0 P M 05 : 5 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 2 6 O f f i c e P a r k i n g O n l y 5: 5 1 : 0 0 A M N O N M E T R O 1: 4 7 : 0 0 P M 07 : 5 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 2 7 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 28 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 2 9 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 3 0 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 3 1 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 3 2 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 3 3 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 3 4 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 3 5 L o a d i n g D o c k 10 : 3 0 : 0 0 A M N O N M E T R O 1 0 : 3 5 : 0 0 A M 00 : 0 5 : 0 0 10 : 5 1 : 0 0 A M N O N M E T R O 1 1 : 5 5 : 0 0 A M 01 : 0 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 3 6 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 A 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6 : 2 2 : 0 0 A M 01 : 2 2 : 0 0 6: 3 8 : 0 0 A M N O N M E T R O S t i l l T h e r e 13 : 2 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 A 3 M e t r o L i n k O n l y Al r e a d y T h e r e C O M I N G F R O M M E T R O 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 4: 2 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e C O M I N G F R O M M E T R O 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 4: 3 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 A 5 M e t r o L i n k O n l y 4: 3 2 : 0 0 P M M E T R O L I N K St i l l T h e r e 03 : 2 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1A 6 M e t r o L i n k O n l y Al r e a d y T h e r e ME T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 1: 1 5 : 0 0 P M N O N M E T R O 2 : 2 2 : 0 0 P M 01 : 0 7 : 0 0 3: 0 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 5 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 7 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 9: 5 4 : 0 0 A M N O N M E T R O 1 1 : 5 0 : 0 0 A M 01 : 5 6 : 0 0 12 : 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 2 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 4 : 0 0 A M 00 : 5 4 : 0 0 9: 4 5 : 0 0 A M N O N M E T R O 1 1 : 5 0 : 0 0 A M 02 : 0 5 : 0 0 1: 5 0 : 0 0 P M M E T R O L I N K 3 : 4 6 : 0 0 P M 01 : 5 6 : 0 0 4: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 9 M e t r o L i n k O n l y 9: 5 0 : 0 0 A M N O N M E T R O St i l l T h e r e 10 : 1 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 4 : 0 0 A M 00 : 5 4 : 0 0 7: 1 8 : 0 0 A M N O N M E T R O S t i l l T h e r e 12 : 4 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 0 : 0 0 A M 00 : 5 0 : 0 0 8: 5 6 : 0 0 A M M E T R O L I N K M I S S E D 4: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 8: 4 0 : 0 0 A M N O N M E T R O 1 0 : 2 2 : 0 0 A M 01 : 4 2 : 0 0 3: 4 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 1 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 9: 5 5 : 0 0 A M N O N M E T R O 1 1 : 5 0 : 0 0 A M 01 : 5 5 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 1 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 9: 4 9 : 0 0 A M N O N M E T R O 1 1 : 5 0 : 0 0 A M 02 : 0 1 : 0 0 3: 3 2 : 0 0 P M U N K N O W N S t i l l T h e r e 04 : 2 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 1 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 8: 0 0 : 0 0 A M N O N M E T R O 5 : 0 0 : 0 0 P M 09 : 0 0 : 0 0 5: 1 5 : 0 0 P M U N K N O W N S t i l l T h e r e 02 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 1 6 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1C 1 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 4: 1 9 : 0 0 P M N O N M E T R O S t i l l T h e r e 03 : 4 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 1 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 4: 2 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 1 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 2 : 0 0 A M 01 : 5 2 : 0 0 6: 5 2 : 0 0 A M N O N M E T R O S t i l l T h e r e 13 : 0 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 9: 4 5 : 0 0 A M N O N M E T R O 1 1 : 5 0 : 0 0 A M 02 : 0 5 : 0 0 2: 5 0 : 0 0 P M N O N M E T R O 3 : 3 3 : 0 0 P M 00 : 4 3 : 0 0 3: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 10 : 0 3 : 0 0 A M M E T R O L I N K 1 1 : 5 0 : 0 0 A M 01 : 4 7 : 0 0 4: 4 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 1 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 6: 5 9 : 0 0 A M M E T R O L I N K 9 : 0 0 : 0 0 A M 02 : 0 1 : 0 0 3: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 9 : 0 0 A M 02 : 0 9 : 0 0 4: 2 0 : 0 0 P M N O N M E T R O 4 : 5 0 : 0 0 P M 00 : 3 0 : 0 0 5: 3 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1C 2 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 1 0 : 0 0 A M 02 : 1 0 : 0 0 9: 4 0 : 0 0 A M N O N M E T R O 1 1 : 5 0 : 0 0 A M 02 : 1 0 : 0 0 4: 2 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 1 0 : 0 0 A M 02 : 1 0 : 0 0 4: 0 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 2: 3 6 : 0 0 P M M E T R O L I N K 4 : 0 0 : 0 0 P M 01 : 2 4 : 0 0 5: 1 3 : 0 0 P M U N K N O W N S t i l l T h e r e 02 : 4 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 6: 3 5 : 0 0 A M N O N M E T R O S t i l l T h e r e 13 : 2 5 : 0 0 DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6 : 2 4 : 0 0 A M 01 : 2 4 : 0 0 6: 4 9 : 0 0 A M M E T R O L I N K M I S S E D 5: 1 6 : 0 0 P M M E T R O L I N K 5 : 1 9 : 0 0 P M 00 : 0 3 : 0 0 5: 4 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 3 0 M e t r o L i n k O n l y 12 : 3 6 : 0 0 P M M E T R O L I N K 4: 0 5 : 0 0 P M 03 : 2 9 : 0 0 4: 1 0 : 0 0 P M N O N M E T R O S t i l l T h e r e 03 : 5 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 3 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 0 0 : 0 0 A M 00 : 0 0 : 0 0 6: 5 2 : 0 0 A M M E T R O L I N K 5 : 1 9 : 0 0 P M 10 : 2 7 : 0 0 5: 4 3 : 0 0 P M U N K N O W N S t i l l T h e r e 02 : 1 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 3 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 4 0 : 0 0 A M 01 : 4 0 : 0 0 6: 5 5 : 0 0 A M M E T R O L I N K 1 : 1 0 : 0 0 P M 06 : 1 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 D 3 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 12 : 5 0 : 0 0 P M S T A Y E D I N C A R 1 : 1 0 : 0 0 P M 00 : 2 0 : 0 0 4: 2 1 : 0 0 P M U N K N O W N S t i l l T h e r e 03 : 3 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 D 3 4 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 3: 0 3 : 0 0 P M U N K N O W N S t i l l T h e r e 04 : 5 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 D 3 5 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 5: 5 0 : 0 0 A M 00 : 5 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 D 3 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 3: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 D 3 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 8: 2 3 : 0 0 A M N O N M E T R O 1 1 : 1 3 : 0 0 A M 02 : 5 0 : 0 0 4: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 D 3 8 M e t r o L i n k O n l y 7: 0 0 : 0 0 A M N O N M E T R O 11 : 1 5 : 0 0 A M 04 : 1 5 : 0 0 12 : 2 0 : 0 0 P M U N K N O W N 2 : 0 8 : 0 0 P M 01 : 4 8 : 0 0 2: 4 8 : 0 0 P M U N K N O W N S t i l l T h e r e 05 : 1 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 3 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 2: 4 5 : 0 0 P M N O N M E T R O 4 : 3 5 : 0 0 P M 01 : 5 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 3: 4 7 : 0 0 P M M E T R O L I N K 4 : 2 0 : 0 0 P M 00 : 3 3 : 0 0 4: 2 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 5: 1 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 3 M e t r o L i n k O n l y Al r e a d y T h e r e ME T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 7: 5 0 : 0 0 A M M E T R O L I N K M I S S E D Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 44 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7 : 0 0 : 0 0 A M 02 : 0 0 : 0 0 2: 1 4 : 0 0 P M M E T R O L I N K 7 : 1 0 : 0 0 P M 04 : 5 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 1 8 : 0 0 A M 01 : 1 8 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 4 : 0 0 A M 00 : 5 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 7 HC 6: 5 0 : 0 0 A M M E T R O L I N K St i l l T h e r e 13 : 1 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1E 4 8 HC Al r e a d y T h e r e M E T R O L I N K 7: 0 3 : 0 0 A M 02 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 9 HC Al r e a d y T h e r e M E T R O L I N K 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 5 0 HC Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 5 1 HC 4: 1 5 : 0 0 P M N O N M E T R O St i l l T h e r e 03 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 5 2 HC Al r e a d y T h e r e M E T R O L I N K 5: 5 4 : 0 0 A M 00 : 5 4 : 0 0 3: 4 9 : 0 0 P M M E T R O L I N K 4 : 1 5 : 0 0 P M 00 : 2 6 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 O f f i c e P a r k i n g O n l y 8: 2 2 : 0 0 A M M E T R O L I N K 4: 2 1 : 0 0 P M 07 : 5 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 O f f i c e P a r k i n g O n l y 6: 2 1 : 0 0 A M P I C K U P 6: 2 2 : 0 0 A M 00 : 0 1 : 0 0 8: 2 9 : 0 0 A M NO N M E T R O 9 : 5 8 : 0 0 A M 01 : 2 9 : 0 0 1: 2 3 : 0 0 P M N O N M E T R O 2 : 1 0 : 0 0 P M 00 : 4 7 : 0 0 6: 1 3 : 0 0 P M S T A Y E D I N C A R 6 : 1 7 : 0 0 P M 00 : 0 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 O f f i c e P a r k i n g O n l y 8: 3 3 : 0 0 A M N O N M E T R O 8: 4 2 : 0 0 A M 00 : 0 9 : 0 0 8: 4 3 : 0 0 A M N O N M E T R O 1 2 : 4 6 : 0 0 P M 04 : 0 3 : 0 0 1: 2 3 : 0 0 P M N O N M E T R O 3 : 2 2 : 0 0 P M 01 : 5 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 4 O f f i c e P a r k i n g O n l y 8: 2 0 : 0 0 A M N O N M E T R O 10 : 0 0 : 0 0 A M 01 : 4 0 : 0 0 1: 3 5 : 0 0 P M N O N M E T R O 3 : 3 7 : 0 0 P M 02 : 0 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 5 O f f i c e P a r k i n g O n l y 7: 5 5 : 0 0 A M N O N M E T R O 12 : 1 2 : 0 0 P M 04 : 1 7 : 0 0 12 : 5 9 : 0 0 P M N O N M E T R O 5 : 1 3 : 0 0 P M 04 : 1 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 6 O f f i c e P a r k i n g O n l y 8: 1 8 : 0 0 A M N O N M E T R O 4: 3 2 : 0 0 P M 08 : 1 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 7 O f f i c e P a r k i n g O n l y 7: 5 1 : 0 0 A M N O N M E T R O 5: 0 7 : 0 0 P M 09 : 1 6 : 0 0 5: 0 8 : 0 0 P M S T A Y E D I N C A R 5 : 1 2 : 0 0 P M 00 : 0 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 8 O f f i c e P a r k i n g O n l y 7: 5 5 : 0 0 A M N O N M E T R O 10 : 2 4 : 0 0 A M 02 : 2 9 : 0 0 10 : 3 0 : 0 0 A M N O N M E T R O 4 : 5 8 : 0 0 P M 06 : 2 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 9 O f f i c e P a r k i n g O n l y 8: 1 9 : 0 0 A M N O N M E T R O 12 : 1 1 : 0 0 P M 03 : 5 2 : 0 0 12 : 5 9 : 0 0 P M N O N M E T R O 2 : 0 3 : 0 0 P M 01 : 0 4 : 0 0 2: 2 7 : 0 0 P M N O N M E T R O 5 : 4 5 : 0 0 P M 03 : 1 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 0 O f f i c e P a r k i n g O n l y 7: 4 3 : 0 0 A M N O N M E T R O 11 : 4 5 : 0 0 A M 04 : 0 2 : 0 0 1: 2 9 : 0 0 P M N O N M E T R O 3 : 5 6 : 0 0 P M 02 : 2 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 1 O f f i c e P a r k i n g O n l y 8: 0 6 : 0 0 A M N O N M E T R O 9: 1 7 : 0 0 A M 01 : 1 1 : 0 0 9: 1 7 : 0 0 A M N O N M E T R O M I S S E D 12 : 3 1 : 0 0 P M N O N M E T R O 4 : 5 0 : 0 0 P M 04 : 1 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 2 O f f i c e P a r k i n g O n l y 7: 2 7 : 0 0 A M N O N M E T R O St i l l T h e r e 12 : 3 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 3 O f f i c e P a r k i n g O n l y 8: 2 5 : 0 0 A M N O N M E T R O 9: 4 3 : 0 0 A M 01 : 1 8 : 0 0 9: 4 9 : 0 0 A M N O N M E T R O 1 1 : 4 2 : 0 0 A M 01 : 5 3 : 0 0 1: 2 2 : 0 0 P M N O N M E T R O 4 : 5 8 : 0 0 P M 03 : 3 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 4 O f f i c e P a r k i n g O n l y 7: 4 3 : 0 0 A M N O N M E T R O 5: 1 3 : 0 0 P M 09 : 3 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 5 O f f i c e P a r k i n g O n l y 7: 2 8 : 0 0 A M N O N M E T R O 10 : 0 0 : 0 0 A M 02 : 3 2 : 0 0 10 : 0 2 : 0 0 A M N O N M E T R O 1 0 : 0 9 : 0 0 A M 00 : 0 7 : 0 0 10 : 2 5 : 0 0 A M N O N M E T R O 3 : 5 9 : 0 0 P M 05 : 3 4 : 0 0 5: 4 7 : 0 0 P M S T A Y E D I N C A R 6 : 0 1 : 0 0 P M 00 : 1 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 6 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 7: 5 0 : 0 0 A M N O N M E T R O 1 0 : 2 6 : 0 0 A M 02 : 3 6 : 0 0 10 : 2 6 : 0 0 A M N O N M E T R O 4 : 3 4 : 0 0 P M 06 : 0 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 7 O f f i c e P a r k i n g O n l y 7: 3 3 : 0 0 A M N O N M E T R O 7: 5 0 : 0 0 A M 00 : 1 7 : 0 0 8: 0 9 : 0 0 A M N O N M E T R O 1 0 : 4 2 : 0 0 A M 02 : 3 3 : 0 0 10 : 5 1 : 0 0 A M N O N M E T R O 1 1 : 4 0 : 0 0 A M 00 : 4 9 : 0 0 12 : 4 3 : 0 0 P M N O N M E T R O 2 : 3 4 : 0 0 P M 01 : 5 1 : 0 0 2: 3 5 : 0 0 P M N O N M E T R O 3 : 3 6 : 0 0 P M 01 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 8 O f f i c e P a r k i n g O n l y 7: 1 6 : 0 0 A M N O N M E T R O 11 : 1 4 : 0 0 A M 03 : 5 8 : 0 0 11 : 1 7 : 0 0 A M N O N M E T R O 1 2 : 0 9 : 0 0 P M 00 : 5 2 : 0 0 12 : 3 7 : 0 0 P M N O N M E T R O 6 : 0 3 : 0 0 P M 05 : 2 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 9 O f f i c e P a r k i n g O n l y 7: 4 9 : 0 0 A M N O N M E T R O 11 : 2 5 : 0 0 A M 03 : 3 6 : 0 0 12 : 4 3 : 0 0 P M N O N M E T R O 7 : 0 2 : 0 0 P M 06 : 1 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 0 O f f i c e P a r k i n g O n l y 7: 2 3 : 0 0 A M N O N M E T R O 4: 0 4 : 0 0 P M 08 : 4 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 1 O f f i c e P a r k i n g O n l y 7: 3 5 : 0 0 A M N O N M E T R O 5: 5 3 : 0 0 P M 10 : 1 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 2 O f f i c e P a r k i n g O n l y 7: 0 3 : 0 0 A M N O N M E T R O 1: 4 2 : 0 0 P M 06 : 3 9 : 0 0 4: 4 9 : 0 0 P M N O N M E T R O 5 : 5 4 : 0 0 P M 01 : 0 5 : 0 0 6: 5 0 : 0 0 P M S T A Y E D I N C A R 7 : 0 0 : 0 0 P M 00 : 1 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 3 O f f i c e P a r k i n g O n l y 7: 0 9 : 0 0 A M N O N M E T R O 12 : 1 7 : 0 0 P M 05 : 0 8 : 0 0 12 : 4 7 : 0 0 P M N O N M E T R O 2 : 4 9 : 0 0 P M 02 : 0 2 : 0 0 3: 1 8 : 0 0 P M S T A Y E D I N C A R 3 : 4 2 : 0 0 P M 00 : 2 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 4 O f f i c e P a r k i n g O n l y 7: 3 5 : 0 0 A M S T A Y E D I N C A R 7: 4 5 : 0 0 A M 00 : 1 0 : 0 0 8: 2 3 : 0 0 A M N O N M E T R O 9 : 1 4 : 0 0 A M 00 : 5 1 : 0 0 9: 1 4 : 0 0 A M N O N M E T R O 9 : 5 6 : 0 0 A M 00 : 4 2 : 0 0 9: 5 9 : 0 0 A M N O N M E T R O 1 2 : 3 6 : 0 0 P M 02 : 3 7 : 0 0 4: 4 0 : 0 0 P M S T A Y E D I N C A R 5 : 2 5 : 0 0 P M 00 : 4 5 : 0 0 6:58:00 PM S T A Y E D I N C A R 7 : 0 9 : 0 0 P M 00:11:00 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 5 O f f i c e P a r k i n g O n l y 5: 4 8 : 0 0 A M S T A Y E D I N C A R 5: 5 0 : 0 0 A M 00 : 0 2 : 0 0 8: 1 8 : 0 0 A M N O N M E T R O 5 : 2 4 : 0 0 P M 09 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 6 O f f i c e P a r k i n g O n l y 8: 3 2 : 0 0 A M N O N M E T R O MI S S E D 12 : 0 4 : 0 0 P M NO N M E T R O 1 2 : 5 2 : 0 0 P M 00 : 4 8 : 0 0 1: 2 1 : 0 0 P M N O N M E T R O 1 : 4 3 : 0 0 P M 00 : 2 2 : 0 0 1: 4 7 : 0 0 P M N O N M E T R O 5 : 0 3 : 0 0 P M 03 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 7 O f f i c e P a r k i n g O n l y 6: 5 4 : 0 0 A M P I C K U P 6: 5 8 : 0 0 A M 00 : 0 4 : 0 0 7: 5 7 : 0 0 A M NO N M E T R O 1 : 1 0 : 0 0 P M 05 : 1 3 : 0 0 1: 1 1 : 0 0 P M N O N M E T R O 5 : 0 2 : 0 0 P M 03 : 5 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 8 O f f i c e P a r k i n g O n l y 7: 5 7 : 0 0 A M N O N M E T R O 4: 3 4 : 0 0 P M 08 : 3 7 : 0 0 5: 0 9 : 0 0 P M S T A Y E D I N C A R 5 : 3 1 : 0 0 P M 00 : 2 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 9 O f f i c e P a r k i n g O n l y 7: 4 3 : 0 0 A M N O N M E T R O 10 : 2 3 : 0 0 A M 02 : 4 0 : 0 0 10 : 2 3 : 0 0 A M N O N M E T R O 1 2 : 0 2 : 0 0 P M 01 : 3 9 : 0 0 12 : 5 5 : 0 0 P M N O N M E T R O 3 : 1 6 : 0 0 P M 02 : 2 1 : 0 0 5: 0 7 : 0 0 P M S T A Y E D I N C A R 5 : 1 2 : 0 0 P M 00 : 0 5 : 0 0 5: 4 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 0 O f f i c e P a r k i n g O n l y 6: 4 6 : 0 0 A M N O N M E T R O 3: 3 8 : 0 0 P M 08 : 5 2 : 0 0 5: 3 7 : 0 0 P M S T A Y E D I N C A R 5 : 5 5 : 0 0 P M 00 : 1 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 1 O f f i c e P a r k i n g O n l y 8: 1 4 : 0 0 A M N O N M E T R O 10 : 0 0 : 0 0 A M 01 : 4 6 : 0 0 1: 2 0 : 0 0 P M N O N M E T R O 5 : 0 8 : 0 0 P M 03 : 4 8 : 0 0 6: 2 8 : 0 0 P M S T A Y E D I N C A R 6 : 2 9 : 0 0 P M 00 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 2 O f f i c e P a r k i n g O n l y 5: 4 2 : 0 0 A M N O N M E T R O 5: 5 1 : 0 0 A M 00 : 0 9 : 0 0 7: 5 6 : 0 0 A M N O N M E T R O 5 : 1 3 : 0 0 P M 09 : 1 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 3 O f f i c e P a r k i n g O n l y 6: 2 0 : 0 0 A M P I C K U P 6: 2 1 : 0 0 A M 00 : 0 1 : 0 0 6: 5 2 : 0 0 A M PI C K U P M I S S E D 8: 2 5 : 0 0 A M N O N M E T R O 9 : 3 0 : 0 0 A M 01 : 0 5 : 0 0 9: 4 8 : 0 0 A M N O N M E T R O 1 : 2 2 : 0 0 P M 03 : 3 4 : 0 0 1: 2 6 : 0 0 P M N O N M E T R O 4 : 3 2 : 0 0 P M 03 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 4 O f f i c e P a r k i n g O n l y 6: 4 9 : 0 0 A M N O N M E T R O 12 : 0 6 : 0 0 P M 05 : 1 7 : 0 0 1: 2 6 : 0 0 P M N O N M E T R O 5 : 0 2 : 0 0 P M 03 : 3 6 : 0 0 5: 0 6 : 0 0 P M S T A Y E D I N C A R 5 : 1 1 : 0 0 P M 00 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 5 O f f i c e P a r k i n g O n l y 8: 4 4 : 0 0 A M N O N M E T R O 9: 4 4 : 0 0 A M 01 : 0 0 : 0 0 9: 4 4 : 0 0 A M N O N M E T R O 1 : 1 8 : 0 0 P M 03 : 3 4 : 0 0 1: 1 8 : 0 0 P M N O N M E T R O 7 : 0 0 : 0 0 P M 05 : 4 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 6 O f f i c e P a r k i n g O n l y 8: 0 7 : 0 0 A M NO N M E T R O 12 : 0 7 : 0 0 P M 04 : 0 0 : 0 0 1: 2 8 : 0 0 P M N O N M E T R O 2 : 5 0 : 0 0 P M 01 : 2 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 7 O f f i c e P a r k i n g O n l y 8: 0 5 : 0 0 A M N O N M E T R O 5: 0 6 : 0 0 P M 09 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 8 O f f i c e P a r k i n g O n l y 6: 1 9 : 0 0 A M P I C K U P 6: 2 1 : 0 0 A M 00 : 0 2 : 0 0 7: 5 4 : 0 0 A M NO N M E T R O 4 : 1 5 : 0 0 P M 08 : 2 1 : 0 0 5: 5 3 : 0 0 P M S T A Y E D I N C A R 5 : 5 4 : 0 0 P M 00 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 9 O f f i c e P a r k i n g O n l y 8: 2 9 : 0 0 A M N O N M E T R O 9: 2 8 : 0 0 A M 00 : 5 9 : 0 0 1: 2 1 : 0 0 P M N O N M E T R O 5 : 0 6 : 0 0 P M 03 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 4 0 O f f i c e P a r k i n g O n l y 8: 4 0 : 0 0 A M N O N M E T R O 11 : 5 4 : 0 0 A M 03 : 1 4 : 0 0 1: 4 0 : 0 0 P M N O N M E T R O 3 : 1 0 : 0 0 P M 01 : 3 0 : 0 0 5: 0 8 : 0 0 P M S T A Y E D I N C A R 5 : 2 0 : 0 0 P M 00 : 1 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 4 1 O f f i c e P a r k i n g O n l y 8: 3 2 : 0 0 A M N O N M E T R O 9: 4 3 : 0 0 A M 01 : 1 1 : 0 0 1: 1 7 : 0 0 P M N O N M E T R O 4 : 0 5 : 0 0 P M 02 : 4 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 4 2 O f f i c e P a r k i n g O n l y 8: 4 3 : 0 0 A M N O N M E T R O 12 : 1 4 : 0 0 P M 03 : 3 1 : 0 0 1: 3 6 : 0 0 P M N O N M E T R O 3 : 3 9 : 0 0 P M 02 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 4 3 O f f i c e P a r k i n g O n l y 6: 0 7 : 0 0 A M D R O P O F F 6: 0 9 : 0 0 A M 00 : 0 2 : 0 0 8: 1 5 : 0 0 A M N O N M E T R O 1 1 : 0 9 : 0 0 A M 02 : 5 4 : 0 0 12 : 4 7 : 0 0 P M D R O P O F F 1 2 : 4 8 : 0 0 P M 00 : 0 1 : 0 0 1: 3 3 : 0 0 P M N O N M E T R O 1 : 5 9 : 0 0 P M 00 : 2 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 4 4 O f f i c e P a r k i n g O n l y 8: 4 2 : 0 0 A M N O N M E T R O 4: 2 0 : 0 0 P M 07 : 3 8 : 0 0 5: 1 4 : 0 0 P M S T A Y E D I N C A R 5 : 1 9 : 0 0 P M 00 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 4 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 6: 1 1 : 0 0 A M M E T R O L I N K 6 : 4 5 : 0 0 P M 12 : 3 4 : 0 0 6: 5 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 0 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 4 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 4 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 9 : 0 0 A M 01 : 0 9 : 0 0 6: 1 4 : 0 0 A M P I C K U P 6 : 2 3 : 0 0 A M 00 : 0 9 : 0 0 6: 4 6 : 0 0 A M M E T R O L I N K 5 : 1 7 : 0 0 P M 10 : 3 1 : 0 0 5: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 4 8 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2B 4 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 7: 5 6 : 0 0 A M M E T R O L I N K 5 : 2 0 : 0 0 P M 09 : 2 4 : 0 0 5: 2 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 0 9 : 0 0 A M 03 : 0 9 : 0 0 9: 4 7 : 0 0 A M M E T R O L I N K 1 1 : 5 0 : 0 0 A M 02 : 0 3 : 0 0 1: 4 5 : 0 0 P M N O N M E T R O 3 : 3 8 : 0 0 P M 01 : 5 3 : 0 0 3: 3 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 2 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 1 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2B 5 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 6: 3 9 : 0 0 A M M E T R O L I N K 5 : 5 4 : 0 0 P M 11 : 1 5 : 0 0 6: 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 7: 3 8 : 0 0 A M M E T R O L I N K 5 : 5 4 : 0 0 P M 10 : 1 6 : 0 0 6: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 0 : 0 0 A M 00 : 5 0 : 0 0 6: 1 3 : 0 0 A M M E T R O L I N K 5 : 3 2 : 0 0 P M 11 : 1 9 : 0 0 5: 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 6: 0 3 : 0 0 A M M E T R O L I N K 8 : 1 0 : 0 0 A M 02 : 0 7 : 0 0 9: 1 6 : 0 0 A M M E T R O L I N K 1 1 : 0 0 : 0 0 A M 01 : 4 4 : 0 0 12 : 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 2 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 7: 5 6 : 0 0 A M M E T R O L I N K 5 : 3 1 : 0 0 P M 09 : 3 5 : 0 0 5: 4 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 7: 5 5 : 0 0 A M M E T R O L I N K 8 : 0 8 : 0 0 A M 00 : 1 3 : 0 0 11 : 4 0 : 0 0 A M M E T R O L I N K 1 1 : 5 0 : 0 0 A M 00 : 1 0 : 0 0 2: 4 1 : 0 0 P M M E T R O L I N K 3 : 0 3 : 0 0 P M 00 : 2 2 : 0 0 4: 2 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 8: 0 4 : 0 0 A M M E T R O L I N K 5 : 5 4 : 0 0 P M 09 : 5 0 : 0 0 5: 5 5 : 0 0 P M N O N M E T R O 6 : 2 9 : 0 0 P M 00 : 3 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2B 5 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 6: 4 2 : 0 0 A M M E T R O L I N K M I S S E D 5: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 6 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 9: 0 2 : 0 0 A M N O N M E T R O 1 1 : 4 3 : 0 0 A M 02 : 4 1 : 0 0 12 : 1 5 : 0 0 P M S T A Y E D I N C A R 1 2 : 4 0 : 0 0 P M 00 : 2 5 : 0 0 12 : 4 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 1 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 6 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 6: 4 5 : 0 0 A M M E T R O L I N K 5 : 3 4 : 0 0 P M 10 : 4 9 : 0 0 5: 3 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 6 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 7: 3 8 : 0 0 A M M E T R O L I N K 5 : 5 3 : 0 0 P M 10 : 1 5 : 0 0 7: 0 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 00 : 5 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 6 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 6: 4 4 : 0 0 A M M E T R O L I N K 6 : 5 8 : 0 0 A M 00 : 1 4 : 0 0 7: 5 9 : 0 0 A M M E T R O L I N K 8 : 1 1 : 0 0 A M 00 : 1 2 : 0 0 8: 5 1 : 0 0 A M N O N M E T R O M I S S E D 3: 3 6 : 0 0 P M M E T R O L I N K 4 : 0 1 : 0 0 P M 00 : 2 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 6 4 HC Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 1 O f f i c e P a r k i n g O n l y 6: 5 7 : 0 0 A M O F F I C E 6: 3 4 : 0 0 P M 11 : 3 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 2 O f f i c e P a r k i n g O n l y 7: 4 9 : 0 0 A M O F F I C E 5: 1 5 : 0 0 P M 09 : 2 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3A 3 O f f i c e P a r k i n g O n l y 7: 1 5 : 0 0 A M N O N M E T R O 6: 4 5 : 0 0 P M 11 : 3 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 4 O f f i c e P a r k i n g O n l y 7: 5 3 : 0 0 A M O F F I C E 5: 3 7 : 0 0 P M 09 : 4 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3A 5 O f f i c e P a r k i n g O n l y 8: 4 8 : 0 0 A M O F F I C E 3: 0 0 : 0 0 P M 06 : 1 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3A 6 O f f i c e P a r k i n g O n l y 8: 0 1 : 0 0 A M O F F I C E 3: 1 2 : 0 0 P M 07 : 1 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3A 7 O f f i c e P a r k i n g O n l y 7: 5 3 : 0 0 A M N O N M E T R O 2: 0 5 : 0 0 P M 06 : 1 2 : 0 0 2: 1 5 : 0 0 P M O F F I C E 3 : 1 0 : 0 0 P M 00 : 5 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 8 O f f i c e P a r k i n g O n l y 7: 1 2 : 0 0 A M S T A Y E D I N C A R 7: 1 5 : 0 0 A M 00 : 0 3 : 0 0 10 : 4 1 : 0 0 A M O F F I C E 1 1 : 3 8 : 0 0 A M 00 : 5 7 : 0 0 1: 3 5 : 0 0 P M O F F I C E 4 : 4 7 : 0 0 P M 03 : 1 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 9 HC 8: 0 9 : 0 0 A M O F F I C E 11 : 2 5 : 0 0 A M 03 : 1 6 : 0 0 1: 3 4 : 0 0 P M OF F I C E S t i l l T h e r e 06 : 2 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 1 0 HC 8: 2 9 : 0 0 A M O F F I C E 9: 4 8 : 0 0 A M 01 : 1 9 : 0 0 10 : 4 7 : 0 0 A M OF F I C E 1 0 : 5 6 : 0 0 A M 00 : 0 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 1 1 HC 8: 0 7 : 0 0 A M O F F I C E 11 : 3 2 : 0 0 A M 03 : 2 5 : 0 0 1: 3 4 : 0 0 P M OF F I C E 4 : 4 7 : 0 0 P M 03 : 1 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 1 2 HC 7: 4 8 : 0 0 A M O F F I C E 12 : 1 0 : 0 0 P M 04 : 2 2 : 0 0 1: 0 2 : 0 0 P M OF F I C E 4 : 1 1 : 0 0 P M 03 : 0 9 : 0 0 6: 0 1 : 0 0 P M O F F I C E S t i l l T h e r e 01 : 5 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 1 3 O f f i c e P a r k i n g O n l y 6: 4 6 : 0 0 A M O F F I C E 5: 3 5 : 0 0 P M 10 : 4 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 1 4 O f f i c e P a r k i n g O n l y 6: 4 7 : 0 0 A M O F F I C E 4: 2 6 : 0 0 P M 09 : 3 9 : 0 0 5: 4 2 : 0 0 P M ME T R O L I N K 5 : 5 8 : 0 0 P M 00 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 1 5 O f f i c e P a r k i n g O n l y 6: 4 5 : 0 0 A M O F F I C E 3: 2 5 : 0 0 P M 08 : 4 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 1 6 O f f i c e P a r k i n g O n l y 7: 0 1 : 0 0 A M OF F I C E 4: 3 1 : 0 0 P M 09 : 3 0 : 0 0 5: 1 5 : 0 0 P M ME T R O L I N K 5 : 3 2 : 0 0 P M 00 : 1 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 1 7 O f f i c e P a r k i n g O n l y 7: 2 2 : 0 0 A M O F F I C E 4: 4 4 : 0 0 P M 09 : 2 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 1 8 O f f i c e P a r k i n g O n l y 6: 3 6 : 0 0 A M O F F I C E St i l l T h e r e 13 : 2 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 1 9 O f f i c e P a r k i n g O n l y 5: 4 5 : 0 0 A M O F F I C E 11 : 3 6 : 0 0 A M 05 : 5 1 : 0 0 11 : 4 6 : 0 0 A M OF F I C E M I S S E D 4: 3 8 : 0 0 P M N O N M E T R O 4 : 4 4 : 0 0 P M 00 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 2 0 O f f i c e P a r k i n g O n l y 6: 4 6 : 0 0 A M O F F I C E 3: 3 2 : 0 0 P M 08 : 4 6 : 0 0 4: 4 7 : 0 0 P M OF F I C E 5 : 0 3 : 0 0 P M 00 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 2 1 O f f i c e P a r k i n g O n l y 8: 0 0 : 0 0 A M O F F I C E 4: 0 5 : 0 0 P M 08 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 2 O f f i c e P a r k i n g O n l y 7: 2 6 : 0 0 A M O F F I C E 4: 1 5 : 0 0 P M 08 : 4 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 3 O f f i c e P a r k i n g O n l y 7: 2 3 : 0 0 A M O F F I C E 4: 1 8 : 0 0 P M 08 : 5 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 4 O f f i c e P a r k i n g O n l y 7: 3 0 : 0 0 A M O F F I C E 5: 1 3 : 0 0 P M 09 : 4 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 5 O f f i c e P a r k i n g O n l y 6: 5 7 : 0 0 A M O F F I C E 3: 2 9 : 0 0 P M 08 : 3 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 6 O f f i c e P a r k i n g O n l y 7: 0 1 : 0 0 A M O F F I C E 5: 0 4 : 0 0 P M 10 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 7 O f f i c e P a r k i n g O n l y 6: 3 2 : 0 0 A M O F F I C E 5: 1 4 : 0 0 P M 10 : 4 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 8 O f f i c e P a r k i n g O n l y 7: 2 6 : 0 0 A M O F F I C E 4: 3 8 : 0 0 P M 09 : 1 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 9 O f f i c e P a r k i n g O n l y 7: 0 4 : 0 0 A M O F F I C E 5: 1 0 : 0 0 P M 10 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 3 0 O f f i c e P a r k i n g O n l y 8: 0 1 : 0 0 A M O F F I C E 12 : 0 1 : 0 0 P M 04 : 0 0 : 0 0 12 : 4 6 : 0 0 P M OF F I C E 3 : 1 2 : 0 0 P M 02 : 2 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 3 1 O f f i c e P a r k i n g O n l y 8: 1 0 : 0 0 A M O F F I C E 5: 1 3 : 0 0 P M 09 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 3 2 O f f i c e P a r k i n g O n l y 6: 5 0 : 0 0 A M O F F I C E 6: 0 6 : 0 0 P M 11 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 3 3 O f f i c e P a r k i n g O n l y 8: 0 2 : 0 0 A M O F F I C E 1: 0 6 : 0 0 P M 05 : 0 4 : 0 0 1: 0 8 : 0 0 P M OF F I C E 5 : 1 5 : 0 0 P M 04 : 0 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 3 4 O f f i c e P a r k i n g O n l y 7: 0 4 : 0 0 A M O F F I C E 11 : 3 0 : 0 0 A M 04 : 2 6 : 0 0 11 : 3 7 : 0 0 A M OF F I C E 5 : 1 4 : 0 0 P M 05 : 3 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 3 5 O f f i c e P a r k i n g O n l y 7: 3 9 : 0 0 A M O F F I C E 12 : 0 9 : 0 0 P M 04 : 3 0 : 0 0 12 : 1 2 : 0 0 P M OF F I C E 5 : 1 5 : 0 0 P M 05 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 3 6 O f f i c e P a r k i n g O n l y 7: 2 0 : 0 0 A M N O N M E T R O 11 : 0 2 : 0 0 A M 03 : 4 2 : 0 0 12 : 0 2 : 0 0 P M O F F I C E 4 : 2 0 : 0 0 P M 04 : 1 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 3 7 O f f i c e P a r k i n g O n l y 8: 2 5 : 0 0 A M O F F I C E 9: 4 4 : 0 0 A M 01 : 1 9 : 0 0 9: 4 6 : 0 0 A M OF F I C E 6 : 4 7 : 0 0 P M 09 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 3 8 O f f i c e P a r k i n g O n l y 7: 4 8 : 0 0 A M O F F I C E 5: 3 6 : 0 0 P M 09 : 4 8 : 0 0 DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 3 9 O f f i c e P a r k i n g O n l y 7: 3 8 : 0 0 A M O F F I C E 1 1 : 3 0 : 0 0 A M 03 : 5 2 : 0 0 12 : 1 8 : 0 0 P M O F F I C E 5 : 1 5 : 0 0 P M 04 : 5 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 4 0 O f f i c e P a r k i n g O n l y 7: 3 2 : 0 0 A M O F F I C E 5: 0 8 : 0 0 P M 09 : 3 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 4 1 O f f i c e P a r k i n g O n l y 6: 5 0 : 0 0 A M O F F I C E 4: 1 0 : 0 0 P M 09 : 2 0 : 0 0 4: 3 5 : 0 0 P M OF F I C E 6 : 3 5 : 0 0 P M 02 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 4 2 O f f i c e P a r k i n g O n l y 6: 5 5 : 0 0 A M O F F I C E 4: 0 0 : 0 0 P M 09 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 4 3 O f f i c e P a r k i n g O n l y 7: 5 4 : 0 0 A M O F F I C E 5: 3 3 : 0 0 P M 09 : 3 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 4 4 O f f i c e P a r k i n g O n l y 8: 0 0 : 0 0 A M O F F I C E 12 : 1 8 : 0 0 P M 04 : 1 8 : 0 0 1: 0 1 : 0 0 P M OF F I C E 4 : 3 0 : 0 0 P M 03 : 2 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 4 5 O f f i c e P a r k i n g O n l y 8: 2 6 : 0 0 A M O F F I C E 12 : 1 7 : 0 0 P M 03 : 5 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 4 6 O f f i c e P a r k i n g O n l y 7: 5 6 : 0 0 A M O F F I C E 6: 0 1 : 0 0 P M 10 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 4 7 O f f i c e P a r k i n g O n l y 8: 0 0 : 0 0 A M N O N M E T R O 4: 4 5 : 0 0 P M 08 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 4 8 O f f i c e P a r k i n g O n l y 7: 1 7 : 0 0 A M O F F I C E 12 : 0 5 : 0 0 P M 04 : 4 8 : 0 0 12 : 5 9 : 0 0 P M OF F I C E 4 : 1 3 : 0 0 P M 03 : 1 4 : 0 0 6: 4 5 : 0 0 P M M E T R O L I N K 6 : 5 5 : 0 0 P M 00 : 1 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 4 9 O f f i c e P a r k i n g O n l y 7: 4 7 : 0 0 A M O F F I C E 5: 5 5 : 0 0 P M 10 : 0 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 5 0 O f f i c e P a r k i n g O n l y 8: 0 1 : 0 0 A M O F F I C E 4: 2 5 : 0 0 P M 08 : 2 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 5 1 O f f i c e P a r k i n g O n l y 8: 4 3 : 0 0 A M O F F I C E 1: 0 3 : 0 0 P M 04 : 2 0 : 0 0 1: 1 5 : 0 0 P M OF F I C E 4 : 2 7 : 0 0 P M 03 : 1 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 5 2 O f f i c e P a r k i n g O n l y 6: 5 4 : 0 0 A M O F F I C E 11 : 1 7 : 0 0 A M 04 : 2 3 : 0 0 11 : 4 9 : 0 0 A M OF F I C E 6 : 2 3 : 0 0 P M 06 : 3 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 5 3 O f f i c e P a r k i n g O n l y 8: 3 6 : 0 0 A M OF F I C E 7: 0 0 : 0 0 P M 10 : 2 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 5 4 O f f i c e P a r k i n g O n l y 8: 0 1 : 0 0 A M O F F I C E 12 : 0 6 : 0 0 P M 04 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 5 5 O f f i c e P a r k i n g O n l y 5: 3 0 : 0 0 A M M E T R O L I N K 5: 3 3 : 0 0 A M 00 : 0 3 : 0 0 8: 2 0 : 0 0 A M O F F I C E 5 : 0 9 : 0 0 P M 08 : 4 9 : 0 0 5: 2 3 : 0 0 P M M E T R O L I N K 6 : 0 5 : 0 0 P M 00 : 4 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 5 6 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M O F F I C E 5: 1 4 : 0 0 P M 09 : 2 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3C 5 7 R e g u l a r / N a v c o 5: 0 0 : 0 0 A M M E T R O L I N K 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 6: 2 5 : 0 0 A M O F F I C E 6 : 3 5 : 0 0 A M 00 : 1 0 : 0 0 7: 0 6 : 0 0 A M O F F I C E 6 : 3 3 : 0 0 P M 11 : 2 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 C 5 8 R e g u l a r / N a v c o 5: 0 0 : 0 0 A M O F F I C E St i l l T h e r e 15 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3C 5 9 R e g u l a r / N a v c o 5: 0 0 : 0 0 A M M E T R O L I N K 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 6: 0 1 : 0 0 A M O F F I C E 1 1 : 1 9 : 0 0 A M 05 : 1 8 : 0 0 11 : 3 8 : 0 0 A M O F F I C E 3 : 5 9 : 0 0 P M 04 : 2 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 C 6 0 R e g u l a r / N a v c o 6: 1 7 : 0 0 A M O F F I C E 3: 3 8 : 0 0 P M 09 : 2 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4A 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 5: 5 9 : 0 0 A M M E T R O L I N K 6 : 2 1 : 0 0 A M 00 : 2 2 : 0 0 6: 4 2 : 0 0 A M M E T R O L I N K 5 : 5 6 : 0 0 P M 11 : 1 4 : 0 0 6: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4A 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 9: 4 5 : 0 0 A M N O N M E T R O S t i l l T h e r e 10 : 1 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 4 : 0 0 A M 02 : 4 4 : 0 0 12 : 2 8 : 0 0 P M N O N M E T R O 1 2 : 5 0 : 0 0 P M 00 : 2 2 : 0 0 1: 1 3 : 0 0 P M M E T R O L I N K 1 : 3 4 : 0 0 P M 00 : 2 1 : 0 0 2: 1 2 : 0 0 P M S T A Y E D I N C A R 2 : 3 4 : 0 0 P M 00 : 2 2 : 0 0 3: 1 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 4 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 5 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4A 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 8 : 0 0 A M 02 : 4 8 : 0 0 10 : 5 6 : 0 0 A M N O N M E T R O 1 1 : 0 4 : 0 0 A M 00 : 0 8 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 3 : 0 0 A M 02 : 0 3 : 0 0 9: 5 3 : 0 0 A M M E T R O L I N K 1 1 : 5 3 : 0 0 A M 02 : 0 0 : 0 0 1: 2 0 : 0 0 P M N O N M E T R O 3 : 4 1 : 0 0 P M 02 : 2 1 : 0 0 4: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 8 M e t r o L i n k O n l y 5: 4 8 : 0 0 A M N O N M E T R O 4: 4 0 : 0 0 P M 10 : 5 2 : 0 0 5: 0 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 8: 3 8 : 0 0 A M N O N M E T R O 1 1 : 0 7 : 0 0 A M 02 : 2 9 : 0 0 3: 3 0 : 0 0 P M M E T R O L I N K 4 : 0 9 : 0 0 P M 00 : 3 9 : 0 0 4: 1 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 6: 4 4 : 0 0 A M M E T R O L I N K 5 : 1 9 : 0 0 P M 10 : 3 5 : 0 0 5: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 6: 1 8 : 0 0 A M M E T R O L I N K 5 : 3 4 : 0 0 P M 11 : 1 6 : 0 0 5: 4 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 2: 2 7 : 0 0 P M S T A Y E D I N C A R 2 : 5 9 : 0 0 P M 00 : 3 2 : 0 0 3: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 3 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 7: 3 4 : 0 0 P M 14 : 3 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 6: 5 4 : 0 0 A M M E T R O L I N K 5 : 3 2 : 0 0 P M 10 : 3 8 : 0 0 5: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 1: 5 9 : 0 0 P M M E T R O L I N K 2 : 1 1 : 0 0 P M 00 : 1 2 : 0 0 4: 0 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 6 M e t r o L i n k O n l y 6: 1 9 : 0 0 A M M E T R O L I N K 10 : 3 8 : 0 0 A M 04 : 1 9 : 0 0 10 : 4 2 : 0 0 A M M E T R O L I N K 5 : 1 9 : 0 0 P M 06 : 3 7 : 0 0 5: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 3: 4 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 8 M e t r o L i n k O n l y 6: 0 7 : 0 0 A M M E T R O L I N K 5: 5 6 : 0 0 P M 11 : 4 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 7: 1 0 : 0 0 A M N O N M E T R O S t i l l T h e r e 12 : 5 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 0 M e t r o L i n k O n l y 8: 1 1 : 0 0 A M N O N M E T R O 10 : 5 9 : 0 0 A M 02 : 4 8 : 0 0 12 : 2 6 : 0 0 P M N O N M E T R O 5 : 5 0 : 0 0 P M 05 : 2 4 : 0 0 7: 3 1 : 0 0 P M N O N M E T R O S t i l l T h e r e 00 : 2 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 1 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 6: 5 7 : 0 0 A M 01 : 5 7 : 0 0 7: 2 4 : 0 0 A M N O N M E T R O 1 2 : 4 7 : 0 0 P M 05 : 2 3 : 0 0 1: 2 5 : 0 0 P M N O N M E T R O 4 : 1 2 : 0 0 P M 02 : 4 7 : 0 0 6: 0 2 : 0 0 P M N O N M E T R O S t i l l T h e r e 01 : 5 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 2 M e t r o L i n k O n l y 6: 2 8 : 0 0 A M N O N M E T R O 3: 5 0 : 0 0 P M 09 : 2 2 : 0 0 3: 5 0 : 0 0 P M N O N M E T R O 6 : 4 4 : 0 0 P M 02 : 5 4 : 0 0 6: 4 5 : 0 0 P M N O N M E T R O S t i l l T h e r e 01 : 1 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 5 : 0 0 A M 01 : 5 5 : 0 0 7: 3 4 : 0 0 A M N O N M E T R O 1 0 : 2 6 : 0 0 A M 02 : 5 2 : 0 0 10 : 3 9 : 0 0 A M N O N M E T R O 1 0 : 5 6 : 0 0 A M 00 : 1 7 : 0 0 11 : 2 6 : 0 0 A M N O N M E T R O 1 2 : 1 7 : 0 0 P M 00 : 5 1 : 0 0 12 : 1 9 : 0 0 P M N O N M E T R O 1 : 2 2 : 0 0 P M 01 : 0 3 : 0 0 1:25:00 PM N O N M E T R O 3 : 0 5 : 0 0 P M 01:40:00 3:40:00 PM S T A Y E D I N C A R 3 : 5 0 : 0 0 P M 00:10:00 6:03:00 PM N O N M E T R O S t i l l T h e r e 01:57:00 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 8: 0 4 : 0 0 A M N O N M E T R O 1 0 : 0 5 : 0 0 A M 02 : 0 1 : 0 0 10 : 4 4 : 0 0 A M N O N M E T R O 1 0 : 4 7 : 0 0 A M 00 : 0 3 : 0 0 11 : 3 2 : 0 0 A M N O N M E T R O 2 : 5 7 : 0 0 P M 03 : 2 5 : 0 0 2: 5 7 : 0 0 P M N O N M E T R O 4 : 1 8 : 0 0 P M 01 : 2 1 : 0 0 4:22:00 PM M E T R O L I N K S t i l l T h e r e 03:38:00 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 1 1 : 0 0 A M 03 : 1 1 : 0 0 12 : 3 1 : 0 0 P M N O N M E T R O 1 : 2 5 : 0 0 P M 00 : 5 4 : 0 0 2: 3 7 : 0 0 P M S T A Y E D I N C A R 2 : 5 7 : 0 0 P M 00 : 2 0 : 0 0 3: 5 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 10 : 2 8 : 0 0 A M M E T R O L I N K 1 0 : 5 0 : 0 0 A M 00 : 2 2 : 0 0 3: 5 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 3 2 : 0 0 A M 01 : 3 2 : 0 0 3: 4 9 : 0 0 P M M E T R O L I N K 4 : 5 8 : 0 0 P M 01 : 0 9 : 0 0 5: 0 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 8: 4 9 : 0 0 A M N O N M E T R O 1 2 : 0 8 : 0 0 P M 03 : 1 9 : 0 0 12 : 5 7 : 0 0 P M N O N M E T R O 3 : 0 9 : 0 0 P M 02 : 1 2 : 0 0 3: 4 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 B 2 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 9: 1 7 : 0 0 A M N O N M E T R O 9 : 4 6 : 0 0 A M 00 : 2 9 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 B 3 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 0 : 0 0 A M 00 : 5 0 : 0 0 3: 5 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 B 3 1 M e t r o L i n k O n l y 3: 4 5 : 0 0 P M M E T R O L I N K 3: 5 9 : 0 0 P M 00 : 1 4 : 0 0 4: 1 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 B 3 2 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 33 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e N O N M E T R O 1 : 0 9 : 0 0 P M 08 : 0 9 : 0 0 2: 4 7 : 0 0 P M N O N M E T R O 5 : 2 1 : 0 0 P M 02 : 3 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 3 4 O f f i c e P a r k i n g O n l y 8: 4 4 : 0 0 A M N O N M E T R O 12 : 0 0 : 0 0 P M 03 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 3 5 O f f i c e P a r k i n g O n l y 9: 1 5 : 0 0 A M N O N M E T R O 4: 5 0 : 0 0 P M 07 : 3 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 3 6 O f f i c e P a r k i n g O n l y 8: 0 0 : 0 0 A M N O N M E T R O 12 : 3 5 : 0 0 P M 04 : 3 5 : 0 0 1: 0 1 : 0 0 P M N O N M E T R O 4 : 5 0 : 0 0 P M 03 : 4 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 3 7 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 38 O f f i c e P a r k i n g O n l y 8: 2 8 : 0 0 A M N O N M E T R O 1 2 : 3 0 : 0 0 P M 04 : 0 2 : 0 0 6: 3 0 : 0 0 P M S T A Y E D I N C A R 6 : 3 3 : 0 0 P M 00 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 3 9 M e t r o L i n k O n l y 9: 1 9 : 0 0 A M NO N M E T R O 10 : 0 8 : 0 0 A M 00 : 4 9 : 0 0 11 : 0 6 : 0 0 A M N O N M E T R O 5 : 3 4 : 0 0 P M 06 : 2 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 4 0 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7 : 0 2 : 0 0 A M 02 : 0 2 : 0 0 4: 2 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 4: 3 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 4: 3 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 1 1 : 0 0 A M 03 : 1 1 : 0 0 4: 1 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 4: 3 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 4: 3 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 1 1 : 0 0 A M 03 : 1 1 : 0 0 4: 3 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 5: 0 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 9 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5A 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 5: 1 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 1 4 : 0 0 A M 02 : 1 4 : 0 0 5: 1 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 6 : 0 0 A M 01 : 2 6 : 0 0 5: 1 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 1 3 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e U N K N O W N 5: 5 5 : 0 0 A M 00 : 5 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 1 4 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 15 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 1 6 O f f i c e P a r k i n g O n l y 2: 2 7 : 0 0 P M N O N M E T R O 3 : 3 2 : 0 0 P M 01 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 1 7 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 18 O f f i c e P a r k i n g O n l y 6: 2 5 : 0 0 A M N O N M E T R O 4 : 0 4 : 0 0 P M 09 : 3 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 1 9 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 20 O f f i c e P a r k i n g O n l y 7: 1 3 : 0 0 A M N O N M E T R O 3 : 4 7 : 0 0 P M 08 : 3 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 2 1 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 22 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 2 3 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 2 4 O f f i c e P a r k i n g O n l y 5: 2 5 : 0 0 A M N O N M E T R O 4 : 0 4 : 0 0 P M 10 : 3 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 2 5 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 26 O f f i c e P a r k i n g O n l y 6: 4 0 : 0 0 A M N O N M E T R O 1 2 : 0 1 : 0 0 P M 05 : 2 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 2 7 O f f i c e P a r k i n g O n l y 12 : 2 6 : 0 0 P M N O N M E T R O 12 : 4 8 : 0 0 P M 00 : 2 2 : 0 0 1: 4 8 : 0 0 P M N O N M E T R O 4 : 3 5 : 0 0 P M 02 : 4 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 2 8 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 29 O f f i c e P a r k i n g O n l y 9: 0 0 : 0 0 A M N O N M E T R O 1 1 : 0 1 : 0 0 A M 02 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 0 O f f i c e P a r k i n g O n l y 8: 5 5 : 0 0 A M N O N M E T R O 9: 0 6 : 0 0 A M 00 : 1 1 : 0 0 9: 1 3 : 0 0 A M N O N M E T R O 1 2 : 4 0 : 0 0 P M 03 : 2 7 : 0 0 1: 1 0 : 0 0 P M N O N M E T R O 4 : 0 8 : 0 0 P M 02 : 5 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 1 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e U N K N O W N 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 8: 2 8 : 0 0 A M N O N M E T R O 8 : 5 6 : 0 0 A M 00 : 2 8 : 0 0 6: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 2 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 9 : 0 0 A M 02 : 0 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 3 R e g u l a r Al r e a d y T h e r e U N K N O W N 8: 1 4 : 0 0 A M 03 : 1 4 : 0 0 10 : 2 2 : 0 0 A M S T A Y E D I N C A R 1 0 : 3 4 : 0 0 A M 00 : 1 2 : 0 0 1: 1 4 : 0 0 P M N O N M E T R O 1 : 2 6 : 0 0 P M 00 : 1 2 : 0 0 5: 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 4 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 5: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 5 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 6 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 5: 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 7 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 8 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 3 1 : 0 0 A M 01 : 3 1 : 0 0 5: 1 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 9 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 4 8 : 0 0 A M 02 : 4 8 : 0 0 5: 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 0 R e g u l a r Al r e a d y T h e r e U N K N O W N 8: 1 2 : 0 0 A M 03 : 1 2 : 0 0 5: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 1 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 5: 1 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 2 R e g u l a r Al r e a d y T h e r e UN K N O W N 5: 5 3 : 0 0 A M 00 : 5 3 : 0 0 5: 4 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 3 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 5: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5B 4 4 R e g u l a r 5: 2 4 : 0 0 A M M E T R O L I N K St i l l T h e r e 14 : 3 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5B 4 5 R e g u l a r Al r e a d y T h e r e U N K N O W N 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 6: 5 4 : 0 0 A M M E T R O L I N K S t i l l T h e r e 13 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 6 R e g u l a r Al r e a d y T h e r e U N K N O W N 5: 5 3 : 0 0 A M 00 : 5 3 : 0 0 5: 1 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 7 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 3: 0 8 : 0 0 P M N O N M E T R O 3 : 2 7 : 0 0 P M 00 : 1 9 : 0 0 5: 0 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 8 R e g u l a r Al r e a d y T h e r e U N K N O W N 5: 5 6 : 0 0 A M 00 : 5 6 : 0 0 5: 0 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 9 R e g u l a r Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 R e g u l a r / N a v c o 7: 0 6 : 0 0 A M N O N M E T R O 7 : 1 4 : 0 0 P M 12 : 0 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 2 R e g u l a r / N a v c o 7: 0 8 : 0 0 A M N O N M E T R O 5: 1 1 : 0 0 P M 10 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 3 R e g u l a r / N a v c o 7: 5 4 : 0 0 A M N O N M E T R O 12 : 1 7 : 0 0 P M 04 : 2 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 4 R e g u l a r / N a v c o 7: 2 4 : 0 0 A M N O N M E T R O 9: 5 1 : 0 0 A M 02 : 2 7 : 0 0 9: 5 4 : 0 0 A M N O N M E T R O 1 2 : 3 0 : 0 0 P M 02 : 3 6 : 0 0 12 : 5 7 : 0 0 P M N O N M E T R O 5 : 0 0 : 0 0 P M 04 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 5 R e g u l a r / N a v c o 8: 0 0 : 0 0 A M N O N M E T R O 12 : 3 1 : 0 0 P M 04 : 3 1 : 0 0 12 : 5 7 : 0 0 P M N O N M E T R O 1 : 0 0 : 0 0 P M 00 : 0 3 : 0 0 1: 1 0 : 0 0 P M N O N M E T R O 7 : 3 1 : 0 0 P M 06 : 2 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 6 R e g u l a r / N a v c o 7: 5 1 : 0 0 A M N O N M E T R O 5: 0 0 : 0 0 P M 09 : 0 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 7 R e g u l a r / N a v c o 7: 3 0 : 0 0 A M N O N M E T R O 12 : 4 5 : 0 0 P M 05 : 1 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 8 R e g u l a r / N a v c o 7: 3 1 : 0 0 A M N O N M E T R O 5: 0 0 : 0 0 P M 09 : 2 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 9 R e g u l a r / N a v c o 6: 5 5 : 0 0 A M N O N M E T R O 12 : 4 8 : 0 0 P M 05 : 5 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 0 R e g u l a r / N a v c o 7: 4 1 : 0 0 A M N O N M E T R O 12 : 2 1 : 0 0 P M 04 : 4 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 1 R e g u l a r / N a v c o 6: 0 1 : 0 0 A M N O N M E T R O 12 : 3 0 : 0 0 P M 06 : 2 9 : 0 0 1: 1 7 : 0 0 P M N O N M E T R O 4 : 5 0 : 0 0 P M 03 : 3 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 2 R e g u l a r / N a v c o 8: 1 3 : 0 0 A M N O N M E T R O 12 : 2 9 : 0 0 P M 04 : 1 6 : 0 0 1: 1 9 : 0 0 P M N O N M E T R O 5 : 4 2 : 0 0 P M 04 : 2 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 3 R e g u l a r / N a v c o 5: 3 0 : 0 0 A M N O N M E T R O 2: 5 7 : 0 0 P M 09 : 2 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 4 R e g u l a r / N a v c o 8: 2 2 : 0 0 A M N O N M E T R O 12 : 4 0 : 0 0 P M 04 : 1 8 : 0 0 1: 4 0 : 0 0 P M N O N M E T R O 4 : 3 0 : 0 0 P M 02 : 5 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 5 R e g u l a r / N a v c o 8: 5 0 : 0 0 A M N O N M E T R O 12 : 4 6 : 0 0 P M 03 : 5 6 : 0 0 DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 6 R e g u l a r / N a v c o 8: 3 6 : 0 0 A M N O N M E T R O 6 : 3 3 : 0 0 P M 09 : 5 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 7 R e g u l a r / N a v c o 8: 4 2 : 0 0 A M N O N M E T R O 11 : 5 5 : 0 0 A M 03 : 1 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 8 R e g u l a r / N a v c o 6: 5 4 : 0 0 A M N O N M E T R O 4: 3 4 : 0 0 P M 09 : 4 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 9 R e g u l a r / N a v c o 6: 5 3 : 0 0 A M N O N M E T R O 3: 3 2 : 0 0 P M 08 : 3 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 2 0 R e g u l a r / N a v c o 7: 4 0 : 0 0 A M N O N M E T R O 3: 3 0 : 0 0 P M 07 : 5 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 2 1 O f f i c e P a r k i n g O n l y 11 : 4 3 : 0 0 A M N O N M E T R O 4: 4 0 : 0 0 P M 04 : 5 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 2 2 O f f i c e P a r k i n g O n l y 6: 5 0 : 0 0 A M N O N M E T R O 12 : 4 6 : 0 0 P M 05 : 5 6 : 0 0 1: 3 0 : 0 0 P M N O N M E T R O 4 : 3 6 : 0 0 P M 03 : 0 6 : 0 0 4: 5 3 : 0 0 P M N O N M E T R O 5 : 0 7 : 0 0 P M 00 : 1 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 2 3 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 24 O f f i c e P a r k i n g O n l y 5: 4 2 : 0 0 A M N O N M E T R O 2 : 4 0 : 0 0 P M 08 : 5 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 2 5 O f f i c e P a r k i n g O n l y 10 : 1 7 : 0 0 A M N O N M E T R O 3: 1 9 : 0 0 P M 05 : 0 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 2 6 O f f i c e P a r k i n g O n l y 9: 0 7 : 0 0 A M N O N M E T R O 5: 0 0 : 0 0 P M 07 : 5 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 2 7 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 28 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 2 9 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 3 0 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 3 1 O f f i c e P a r k i n g O n l y 7: 0 0 : 0 0 A M N O N M E T R O 9 : 1 6 : 0 0 A M 02 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 3 2 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6B 33 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 3 4 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 3 5 L o a d i n g D o c k 9: 2 5 : 0 0 A M N O N M E T R O 9 : 3 8 : 0 0 A M 00 : 1 3 : 0 0 11 : 0 6 : 0 0 A M N O N M E T R O 1 1 : 1 0 : 0 0 A M 00 : 0 4 : 0 0 3: 2 8 : 0 0 P M N O N M E T R O 3 : 2 9 : 0 0 P M 00 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6B 36 Of f i c e P a r k i n g O n l y Lo c a t i o n : An a h e i m C a n y o n M e t r o l i n k S t a t i o n Ci t y : An a h e i m DA Y A R R I V A L T I M E (H H : M M : S S ) Tr a i n / L i n e DE P A R T U R E T I M E (H H : M M : S S ) DI R E C T I O N ( N B o r S B ) NO T E S Tu e s d a y , A p r i l 1 2 , 2 0 1 6 0 5 : 5 0 : 0 2 80 3 05 : 5 2 : 0 1 SB A L O T O F P A S S A N G E R S O N / O F F Tu e s d a y , A p r i l 1 2 , 2 0 1 6 0 6 : 2 0 : 0 7 80 5 06 : 2 2 : 1 6 SB ON E P A S S A N G E R N O T E D T H A T T H E M E T R O P A R K I N G I S V E R Y L I M I T E D Tu e s d a y , A p r i l 1 2 , 2 0 1 6 0 6 : 5 9 : 2 9 80 7 07 : 0 0 : 2 6 SB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 0 7 : 4 4 : 1 7 80 9 07 : 4 5 : 0 7 SB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 0 8 : 0 8 : 2 0 80 2 08 : 0 9 : 0 1 SB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 0 8 : 5 1 : 1 8 80 0 08 : 5 1 : 5 0 NB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 0 9 : 3 7 : 3 6 80 2 09 : 3 8 : 4 2 NB ON C E T R A I N L E F T I T S T O P P E D A G A I N A B O U T 1 0 0 Y A R D S ( E N D O F P L A T F O R M ) Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 0 : 2 7 : 2 7 FR E I G H T 10 : 2 9 : 3 7 SB FR E I G H T T R A I N P A S S E D B Y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 1 : 1 3 : 0 3 81 3 11 : 1 3 : 5 7 SB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 3 : 0 9 : 1 3 M E T R O L I N K T O R I V E R S I D E 13 : 1 0 : 0 7 NB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 3 : 2 2 : 3 0 81 5 13 : 2 3 : 3 0 SB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 5 : 4 2 : 5 8 81 7 15 : 4 3 : 5 0 SB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 5 : 5 8 : 4 5 80 6 15 : 5 9 : 4 0 NB A L O T O F P A S S A N G E R S B O A R D I N G / G E T T I N G O F F Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 6 : 4 1 : 4 3 80 8 16 : 4 3 : 1 0 NB 70 + P E O P L E B O A R D E D Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 7 : 1 9 : 4 2 81 0 17 : 2 1 : 0 7 NB 70 + P E O P L E B O A R D E D Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 7 : 5 4 : 0 7 81 2 17 : 5 5 : 0 3 NB 70 + P E O P L E B O A R D E D Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 8 : 0 8 : 1 0 81 4 18 : 0 9 : 0 3 NB SP A R S E L Y P O P U L A T E D We d n e s d a y , A p r i l 1 3 , 2 0 1 6 0 6 : 0 4 : 1 2 80 3 06 : 0 5 : 0 7 SB 80 3 D E L A Y E D 1 5 M I N D U E T O B N S F T R A I N C O N G E S T I O N ( M E S S A G E W A S D I S P L A Y E D O N A L E R T B O A R D A T S T A T I O N ) We d n e s d a y , A p r i l 1 3 , 2 0 1 6 0 6 : 2 1 : 0 5 80 5 06 : 2 2 : 0 5 SB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 0 6 : 5 7 : 4 0 80 7 06 : 5 8 : 5 5 SB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 0 7 : 4 4 : 4 5 80 9 07 : 4 6 : 2 0 SB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 0 8 : 0 6 : 5 2 81 1 08 : 0 7 : 5 1 SB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 0 8 : 5 5 : 3 0 80 0 08 : 5 6 : 0 1 NB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 0 9 : 4 4 : 2 0 80 2 09 : 4 4 : 4 7 NB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 1 : 1 7 : 5 0 81 3 11 : 1 9 : 2 7 SB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 3 : 0 4 : 3 9 80 4 13 : 0 5 : 1 2 NB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 3 : 2 3 : 3 5 M E T R O L I N K T O S A N B E R N A D I N O 1 3 : 2 5 : 0 7 SB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 5 : 4 2 : 3 2 81 7 15 : 4 3 : 4 6 SB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 5 : 5 9 : 1 8 80 6 16 : 0 0 : 1 2 NB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 6 : 4 1 : 4 6 80 8 16 : 4 2 : 4 8 NB 10 0 + P E O P L E O N P L A T F O R M We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 7 : 2 2 : 0 2 81 0 17 : 2 2 : 5 4 NB 10 0 + P E O P L E O N P L A T F O R M We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 7 : 5 4 : 5 8 81 2 17 : 5 7 : 0 4 NB 30 - 5 0 P E O P L E G O T O F F T R A I N We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 9 : 0 9 : 1 5 81 4 19 : 1 0 : 3 5 NB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 9 : 4 3 : 2 0 FR E I G H T T R A I N 19 : 4 4 : 0 5 SB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 0 5 : 4 9 : 3 4 80 3 05 : 5 0 : 2 7 SB LO T S O F A R R I V A L S Th u r s d a y , A p r i l 1 4 , 2 0 1 6 0 6 : 2 0 : 0 0 80 5 06 : 2 2 : 1 5 SB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 0 6 : 5 8 : 0 5 80 7 06 : 5 9 : 1 7 SB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 0 7 : 4 4 : 0 5 80 9 07 : 4 5 : 1 6 SB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 0 8 : 0 8 : 4 1 81 1 08 : 0 9 : 4 3 SB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 0 8 : 5 2 : 5 5 80 0 08 : 5 3 : 4 5 NB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 0 9 : 3 7 : 3 0 80 2 09 : 3 8 : 1 0 NB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 1 : 1 5 : 1 6 81 3 11 : 1 5 : 4 5 SB ON L Y 2 O F F Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 3 : 1 3 : 0 4 80 4 13 : 1 3 : 2 7 NB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 3 : 2 3 : 0 5 M E T R O L I N K T O S A N B E R N A D I N O 1 3 : 2 4 : 0 5 SB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 5 : 4 5 : 0 3 81 7 15 : 4 5 : 3 1 SB ME T R O Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 7 : 1 6 : 5 9 80 8 17 : 2 2 : 3 0 NB VE R Y V E R Y B I G B U I L D U P . C A R S I N B A C K S T I L L F U L L Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 7 : 3 1 : 0 0 81 0 17 : 3 1 : 0 0 NB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 7 : 5 3 : 0 0 81 2 17 : 5 4 : 4 8 NB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 9 : 0 9 : 0 9 81 4 19 : 0 9 : 4 8 NB GE N E R A L N O T E S : TH U R S D A Y - M e t r o l i n k 8 0 6 t o R i v e r s i d e i s c a n c e l l e d d u e t o m e c h a n i c a l i s s u e s . P l e a s e b o a r d n e x t t r a i n . - M e t r o l i n k 8 0 8 i s d e l a y e d 4 5 - 6 0 m i n u t e s d u e t o t r a i n 6 8 4 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Tr a i n A r r i v a l / D e p a r t u r e F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT G TRANSIT RIDERSHIP TRENDS IN THE SCAG REGION F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT H PACIFICENTER PARCEL MAP F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT I TRANSIT-ORIENTED DEVELOPMENT PARKING STUDIES ATTACHMENT NO. 4 INITIAL STUDY AND APPENDICES Due to the large file size of the documents the Initial Study Checklist and Appendices are available on the City’s website at: http://www.anaheim.net/876/Environmental-Documents LINK OC – ANAHEIM, CA INITIAL STUDY Applicant: Pacific Center Acquisitions Partners LLC Pacific Center Acquisitions Partners II LLC Prepared By: 2400 E. Katella Ave., Suite 800 Anaheim, CA 92806 FEBRUARY 2018 Link OC – Anaheim, CA Initial Study ii This page is intentionally left blank. Link OC – Anaheim, CA Initial Study - 3 - 56275007.v1 TABLE OF CONTENTS PROJECT OVERVIEW ...................................................................................................................................... 7 EVALUATION OF ENVIRONMENTAL IMPACTS .................................................................................... 34 I. AESTHETICS ... …………………………………………………………………………………..35 II. AGRICULTURE RESOURCES ................................................................................................... 37 III. AIR QUALITY ............................................................................................................................... 38 IV. BIOLOGICAL RESOURCES ...................................................................................................... 48 V. CULTURAL RESOURCES ........................................................................................................... 50 VI. GEOLOGY AND SOILS .............................................................................................................. 51 VII. GREENHOUSE GAS EMISSIONS ........................................................................................... 53 VIII. HAZARDS AND HAZARDOUS MATERIALS ..................................................................... 54 IX. HYDROLOGY AND WATER QUALITY ................................................................................. 56 X. LAND USE AND PLANNING ....................................................................................................... 60 XI. MINERAL RESOURCES............................................................................................................. 61 XII. NOISE ……………………………………………………………………………………..…62 XIII. POPULATION AND HOUSING .............................................................................................. 68 XIV. PUBLIC SERVICES .................................................................................................................. 71 XV. RECREATION ............................................................................................................................. 73 XVI. TRANSPORTATION / TRAFFIC ............................................................................................ 74 XVII. UTILITIES AND SERVICE SYSTEMS ................................................................................ 78 XVIII. MANDATORY FINDINGS OF SIGNIFICANCE .............................................................. 85 REFERENCES …………………………………………………………………………………………….86 Link OC – Anaheim, CA Initial Study - 4 - 56275007.v1 LIST OF FIGURES Figure 1 Project Location and Boundary Map .............................................................................................. 8 Figure 2 Before and After Lot Line Adjustments ........................................................................................ 10 Figure 4a Conceptual Grading Plan Lot ‘1’ ................................................................................................ 16 Figure 4b Conceptual Grading Plan Lot ‘2’ ................................................................................................ 18 Figure 5 Elevations Lot ‘1’(1) ...................................................................................................................... 22 Figure 6 Elevations Lot ‘1’(2) ...................................................................................................................... 24 Figure 7 Elevations Lot ‘2’(1) ...................................................................................................................... 26 Figure 8 Elevations Lot ‘2’(2) ...................................................................................................................... 28 Figure 9 Retail Elevations ........................................................................................................................... 30 Figure 10 MERV 13 and 16 Filter Locations .............................................................................................. 46 Figure 11 Residential Units with STC 29 and 30 Ratings .......................................................................... 66 Figure 12a Conceptual Utility Plan Lot ‘1’ .................................................................................................. 81 Figure 12b Conceptual Utility Plan Lot ‘2’ .................................................................................................. 83 LIST OF TABLES Table A – SCAQMD Regional Criteria Pollutant Emission Thresholds of Significance .......................................... 39 Table B – SCAQMD Local Air Quality Thresholds of Significance ........................................................................ 39 Table C – Construction-Related Regional Criteria Pollutant Emissions ................................................................... 40 Table D – Construction-Related Local Criteria Pollutant Emissions ........................................................................ 41 Table E – Operational Regional Criteria Pollutant Emissions .................................................................................. 42 Table F – Operations-Related Local Criteria Pollutant Emissions ............................................................................ 42 Table G – Existing Development vs Proposed Development ................................................................................... 57 Table H – Consistency with SCAG’s 2016 Regional Transportation Plan/Sustainable Communities Strategy Goals …………………………………………………………………………………………………………….…….……68 Link OC – Anaheim, CA Initial Study - 5 - 56275007.v1 APPENDICES Appendix A – Shared Parking Analysis Appendix B – Air Quality Technical Memorandum Appendix C – Health Risk Assessment & Odor Analysis Appendix D – Preliminary Geotechnical Investigation Appendix E – Phase I Environmental Site Assessment Appendix F – Hydrology Report Appendix G – Preliminary Water Quality Management Plan Appendix H – Noise & Vibration Impact Analysis Appendix I – Traffic Impact Analysis Appendix J – Sewer Study Link OC – Anaheim, CA Initial Study - 6 - 56275007.v1 This page is intentionally left blank. Link OC – Anaheim, CA Initial Study - 7 - 56275007.v1 CITY OF ANAHEIM ENVIRONMENTAL CHECKLIST FORM CASE NOS.: Development Project No. 2017-00031 (DEV2017-00031) Conditional Use Permit No. 2017-05911 (CUP2017-05911) SITE ADDRESS: 1041 and 1065 North PacifiCenter Drive and 1071 and 1081 North Tustin Avenue ACCESSOR PARCEL NUMBERS (APN): 345-181-03, 345-181-05, 345-181-08, 345-181-09, 345-181-12 and 345-181-18 GENERAL PLAN DESIGNATION: Mixed-Use ZONING: Transit Oriented Area (DA-3) of the Anaheim Canyon Specific Plan No. 2015-1 (ACSP) PROJECT NAME: Link OC LEAD AGENCY NAME AND ADDRESS: City of Anaheim, 200 S. Anaheim Boulevard, Suite 162, Anaheim, CA 92805 CONTACT PERSON AND PHONE NUMBER: Scott Koehm, 714-765-5395 APPLICANTS: Pacific Center Acquisitions Partners LLC, 4000 MacArthur Boulevard, Suite 110, Newport, CA 92660 and Pacific Center Acquisitions Partners LLC II, 4000 MacArthur Boulevard, Suite 110, Newport, CA 92660 PROJECT DESCRIPTION: Pac Center Acquisitions Partners, LLC and Pac Center Acquisitions Partners II, LLC (the Applicant) propose to demolish 26,000 square feet of office space, and remove approximately 6,750 cubic yards of asphalt within surface parking lots, and 9,250 cubic yards of landscaping; in order to construct 406 apartment units and 5,000 square feet of new retail space (the Proposed Project). The overall residential density is approximately 27.7 units/acre. LOCATION: The Proposed Project is located in the Anaheim Canyon, in the northern portion of Anaheim, approximately 25 miles southeast of downtown Los Angeles. The Anaheim Canyon encompasses approximately 2,600 acres. The boundaries for Anaheim Canyon are Orangethorpe Avenue, on the north; the Santa Ana River, on the south; Imperial Highway (State Route 90), on the east; and Orange Freeway (State Route 57) on the west. The Santa Ana River traverses Anaheim Canyon. The Santa Ana River is the major means of drainage for the San Bernardino Mountains and a major water source for four counties. The boundaries for the Project Site are East La Palma Avenue and commercial/industrial uses to the north, North Tustin Avenue and commercial uses to the east, State Route 91 to the south, and the Metrolink Anaheim Canyon Station and multi-family residential uses to the west. Figure 1, Project Location and Boundary Map, shows the Project Site and its boundaries. The Proposed Project would occur within 14.68-acres of the Anaheim Pacificenter on Assessor Parcel Numbers (APNs) 345-181-03, 345-181-05, 345-181-08, 345-181-09, 345-181-12, and 345-181-18 (the Project Site). The existing Project Site includes a mix of office and retail uses, with surface parking, landscaped areas, and a private street, Pacificenter Drive. The Applicant is requesting a lot line adjustment to correspond with the configuration of the parcels once developed (see Figure 2, Before and After Lot Line Adjustments). The Applicant has identified several sites within the Project Site to describe the various components of the Proposed Project. Figure 3, Site Plan, identifies these sites. Below is a description of each of the sites: Figure 1: Project Location and Boundary MapEnvironmental Advisors, LLC Anaheim Canyon Metrolink Station E La Palma Ave N T u s t i n A v e 91 Freeway Hines Link OC Project Initial Study Checklist Legend: Project Project Location Link OC – Anaheim, CA Initial Study - 9 - 56275007.v1 This page is intentionally left blank. Figure 2: Before and After Lot Line AdjustmentsEnvironmental Advisors, LLC Hines Link OC Project Initial Study Checklist Link OC – Anaheim, CA Initial Study - 11 - 56275007.v1 This page is intentionally left blank. Link OC – Anaheim, CA Initial Study - 13 - 56275007.v1 This page is intentionally left blank. Link OC – Anaheim, CA Initial Study - 14 - 56275007.v1 Lot ‘1’ (APN 345-181-08) is 2.5 acres in the northwest corner of Anaheim Pacificenter, bordering La Palma Avenue to the north, Pacificenter Drive to the east, and the railroad to the west. Improvements to Lot ‘1’ would include demolition of 570 cubic yards (CY) of asphalt concrete (AC) and 3,600 CY of landscaping. As shown in Figure 3, Site Plan. Lot ‘1’ would be developed with up to 192 apartment units in a five-story, 71’ high building wrapped around a proposed seven-level, 85’ high parking structure with an amenity deck above. A total of 359 parking spaces would be provided. A parking structure with 354 parking spaces would accommodate all 318 required resident parking spaces. An additional 5 surface parking spaces and 41 spaces in the parking structure would be available to guests. The remaining 7 required guest spaces (48 guest spaces in total) would be available in the existing office building parking lot (Lot ‘3’) during off-peak hours as described in the Link OC Shared Parking Analysis (Appendix A, Link OC Shared Parking Analysis, LSA, February 7, 2018). Lot ‘2’ (APN 345-181-12) is 2.7 acres on the southwestern portion of Anaheim Pacificenter, east of the railroad and north of State Route (SR) 91. Improvements to Lot ‘2’ would include demolition of 2,790 CY of AC, 1,158 CY of landscaping, and 1,158 gross square feet of building area. As shown in Figure 3, Site Plan, Lot ‘2’ would be developed with up to 214 apartment units in a five-story, 72-foot high building wrapped around a proposed six-level 74’ high parking structure. A total of 387 parking spaces would be provided. A parking structure with 377 parking spaces would accommodate all 367 required residential parking spaces. An additional 20 guest parking spaces would be available on-site before 5:00 p.m. Another 34 required guest spaces (54 required guest spaces in total) would be available in the existing office building parking lot (Lot ‘3’) during off-peak hours as described in the Link OC Shared Parking Analysis. Lot ‘3’ (APN 345-181-09) is 4.0 acres at the center of the Project Site and contains an existing 94,518-square foot, four-story office building that will remain in place, as shown in Figure 3, Site Plan. Improvements to Lot ‘3’ would include demolition of 1,410 CY of AC, 165 surface parking spaces and 5,650 CY of landscaping; and include construction of 294 reconfigured surface parking spaces to serve the existing office building, including 70 surface parking spaces of dedicated parking for Metrolink rail users. Although Metrolink’s existing parking easement is for 70 spaces, on occasional high demand days, such as the one survey day identified in the Link OC Shared Parking Analysis, transit riders utilize up to 87 parking spaces on the campus. For additional office parking demand that occurs during working hours, the overflow would be located on the retail sites (Lot ‘4’ and Lot ‘5’), detailed below. The retail site parking is self-contained; however, retail parking is also available in the general office parking lot after 5:00 p.m. The Proposed Project also includes two bus bays for Anaheim Resort Transit and Orange County Transportation Authority (OCTA) buses and shuttles, on the northern edge of Lot ‘3’, along Pacificenter Drive. In addition, the Proposed Project would provide temporary moving truck loading and unloading spaces, at the southern and northern edges of Lot ‘3’ to serve Sites ‘A’ and ‘B’, respectively. These spaces would be separate from the proposed bus bays. Lot ‘4’ (APN 345-181-18) is 1.7-acres and contains the private drive, Pacificenter Drive, as shown in Figure 3, Site Plan. According to Figures 4a and 4b, Conceptual Grading Plan, the Proposed Project would restripe portions of Pacificenter Drive, in order to convert the existing dual right turn lanes, onto La Palma Avenue, to one right-turn-only lane and one left-turn-only lane. Additional improvements would include landscaping, pedestrian pathways and crosswalks, and a shared use bicycle and pedestrian path serving the Project Site and the Metrolink station. Lot ‘5’ (APN 345-181-03) is 2.5-acres and located at the northeast corner of the Project Site. Improvements to Lot ‘5’ would include demolition of 1,980 CY of AC. As shown in Figure 3, Site Plan, this parcel is currently vacant and would include a 5,000-square foot retail pad, parking lot reconfiguration and landscaping improvements within the existing retail center adjacent to the intersection of La Palma Avenue and Tustin Avenue. The retail site parking is self-contained; however, in the evening, when office parking demand is low, excess parking demand would be available in the general office parking lot after 5:00 p.m. Link OC – Anaheim, CA Initial Study - 15 - 56275007.v1 Lot ‘6’ (APN 345-181-05) is 1.2 acres and contains an existing 23,762 square foot retail center that will remain in place, as shown in Figure 3, Site Plan. There are no changes occurring to this parcel as part of the Proposed Figure 4a: Conceptual Grading Plan - Site AEnvironmental Advisors, LLC Hines Link OC Project Initial Study Checklist Link OC – Anaheim, CA Initial Study - 17 - 56275007.v1 This page is intentionally left blank. Figure 4b: Conceptual Grading Plan - Site BEnvironmental Advisors, LLC Hines Link OC Project Initial Study Checklist Link OC – Anaheim, CA Initial Study - 19 - 56275007.v1 This page is intentionally left blank. Link OC – Anaheim, CA Initial Study - 20 - 56275007.v1 Project; however, this parcel is owned by the Applicant and is included toward the overall area of the Project Site. The retail site parking is self-contained; however, in the evening, when office parking demand is low, excess parking demand would be available in the general office parking lot after 5:00 p.m. PROJECT DESIGN: As shown in Figures 5 through 9, Project Elevations, the proposed residential buildings utilize a variety of high quality building materials in a contemporary architectural style, including a light sand finish stucco; brick and stone veneers; and vinyl, aluminum and metal finishes on windows, storefronts and railings. The varying colors and textures, as well as the varying roof line, add dimension and interest, and all facades are treated to the same standard of quality. The proposed commercial building is in a more modern architectural style, with clean horizontal lines and modern materials consisting of glass, wood, metal and aluminum. Site amenities for the residential apartment units would include both active and passive open space areas, including pools, spas, fitness areas, clubhouses, courtyards, plazas, private patios and balconies, dog parks, and landscaped areas. The Proposed Project includes landscaping in parkways and medians along Pacificenter Drive, in parking areas, and in the plaza near the northeastern entrance to the existing office building. Rooftop containerized trees would also be provided on the amenity roof decks in Sites ‘A’ and ‘B’. New landscaping would complement the existing palette with a variety of drought tolerant, flowering tree and shrub species. The Proposed Project also includes enhanced paving for pedestrian pathways, at vehicular entrances and within recreational areas. Tubular steel fencing would surround the proposed dog park and pool areas. The Applicant will take the following security measures, including filing an Emergency Listing Card, Form APD- 281 with the Police Department, providing a comprehensive security alarm system, completing a Burglary/Robbery Alarm Permit application, providing an electronic access system to the Police Department for any gates, adding rooftop address numbers, adding “No Trespassing” signs to the entrances to the parking structures, ensuring monument signs are well lit, and ensuring adequate lighting of parking lots, parking structures, circulation areas, aisles, passageways, recesses, and grounds contiguous to buildings. ACCESS AND CIRCULATION: The Proposed Project provides vehicular and pedestrian access via La Palma Avenue and Pacificenter Drive from the north, and Tustin Avenue and Pacificenter Drive from the east. The Proposed Project would provide truck access to the Project Site from La Palma Avenue and Tustin Avenue onto Pacificenter Drive. Pedestrians can access the site from the Metrolink platform via an existing lighted path. As part of the Proposed Project, the Applicant would implement components of the City’s Bicycle Master Plan through the installation of bike lanes. The Applicant would construct a lighted, shared, multi-purpose path for both pedestrians and cyclists from the Metrolink platform, north to La Palma Avenue (portion of Bike ID 20), and east to Tustin Avenue (portion of Bike ID 12). The Proposed Project would include a right-of-way (ROW) dedication along the south side of La Palma Avenue that ranges from 10 feet to 17 feet to incorporate a street widening adjacent to the railroad ROW and a multi-use bike/pedestrian (Bike ID 19). OFFSITE IMPROVEMENTS: The Applicant would implement, or fund implementation of, the following off- site improvements: Removal of a portion of the existing median on Tustin Avenue at the intersection with Pacificenter Drive, to permit northbound left-turns from Pacificenter Drive. The Proposed Project would remove the existing 15-foot-wide median adjacent to the existing left-turn pocket and replace it with a second 11- foot-wide left-turn lane and a 4-foot median according to engineering plans prepared by the City of Anaheim at the time of Tustin Avenue widening. Addition of a crosswalk on the west side of the intersection of La Palma Avenue and Pacificenter Drive; the crosswalk would include an ADA-accessible ramp on the northerly side of the street. Link OC – Anaheim, CA Initial Study - 21 - 56275007.v1 Modification of sidewalks and landscape buffers on the south side of La Palma Avenue to provide ADA compliant connections to the crosswalk on the west side of the intersection of La Palma Avenue and Pacificenter Drive, including crosswalk striping and pedestrian crossing hardware. Addition of a left-turn traffic signal to allow northbound left turns from Pacificenter Drive onto westbound La Palma Avenue. The improvement would include modifying the existing median and traffic signal. Reprogramming of signal timing to account for new northbound left-turn and pedestrian crossing phases at the intersection of Pacificenter Drive and La Palma Avenue. Reconfiguring access to the existing hotel parking lot south of Lot ‘2’, including the removal of two parking spaces at the northeast corner of Lot ‘2’ in order to create a connection with the extension of Pacificenter Drive; the addition of two parking spaces at the eastern connection with the east-west alley between office and hotel parcels; and the addition of two parking spaces at the western connection with the east-west alley. The Applicant would coordinate the timing of offsite improvements, including utility work in the public right-of- way, with the respective City departments (i.e., Public Works, Utilities). CONSTRUCTION ACTIVITIES: Construction activities would consist of site preparation and demolition, grading, building construction, utility improvements and paving. The Applicant anticipates that demolition and grading would begin mid-2018 with construction commencing in late 2018. The Applicant is expecting buildout to be complete by 2022. The Proposed Project’s Phasing Plan Figure 3, Site Plan, identifies the following phases for Project construction: Phase 1: Surface parking reconfiguration on Lot ‘3’; Phase 2: Construction of Lot ‘1’; Phase 3: Demolition of existing building on Lot ‘2’; Phase 4: Construction of Lot ‘2’; and Phase 5: Construction of the retail pad on Lot ‘5’. OTHER PUBLIC AGENCIES WHOSE APPROVAL IS REQUIRED: N/A ENVRONMENTAL REVIEW: In January 2016, the Anaheim City Council certified Environmental Impact Report (EIR) No. 348, concurrent with the adoption of the Anaheim Canyon Specific Plan (ACSP). EIR No. 348 evaluated the environmental impacts associated with the implementation of the ACSP and created Mitigation Monitoring Reporting Plan No. 312 (MMRP No. 312). EIR No. 348 serves as the environmental document for Projects implemented in accordance with the ACSP. At buildout, the ACSP would allow for the redevelopment of existing uses resulting in approximately 47 million square feet of non-residential and 2,919 dwelling units. The Proposed Project is exempt from environmental review pursuant to Public Resources Code section 21155.4 because the Proposed Project: Is a mixed-use development Project proposed within a transit priority area, as defined in subdivision (a) of Public Resources Code section 21099; Would be undertaken to implement and is consistent with the ACSP, for which EIR No. 348 was prepared; and Is consistent with the general plan land use designation, density, building intensity, and applicable policies specified for the Project Site in the Southern California Association of Governments 2016-2040 Regional Transportation Plan/ Sustainable Communities Strategy (2016 RTP/SCS or Plan). Accordingly, no further environmental review of the Proposed Project is required under Public Resources Code section 21166. Figure 5: Elevations - Site A(1)Environmental Advisors, LLC Hines Link OC Project Initial Study Checklist Link OC – Anaheim, CA Initial Study - 23 - 56275007.v1 This page is intentionally left blank. Figure 6: Elevations - Site A(2)Environmental Advisors, LLC Hines Link OC Project Initial Study Checklist Link OC – Anaheim, CA Initial Study - 25 - 56275007.v1 This page is intentionally left blank. Figure 7: Elevations - Site B(1)Environmental Advisors, LLC Hines Link OC Project Initial Study Checklist Link OC – Anaheim, CA Initial Study - 27 - 56275007.v1 This page is intentionally left blank. Figure 8: Elevations - Site B(2)Environmental Advisors, LLC Hines Link OC Project Initial Study Checklist Link OC – Anaheim, CA Initial Study - 29 - 56275007.v1 This page is intentionally left blank. Figure 9: Retail ElevationsEnvironmental Advisors, LLC Hines Link OC Project Initial Study Checklist Link OC – Anaheim, CA Initial Study - 31 - 56275007.v1 This page is intentionally left blank. Link OC – Anaheim, CA Initial Study - 32 - 56275007.v1 This Initial Study was prepared to summarize the analysis that was included in the EIR No. 348 and compare the impacts of the Proposed Project with those analyzed and anticipated by EIR No. 348. The Initial Study addresses the potential impacts of the Proposed Project with the applicable mitigation measures set forth in MMRP No. 312, as described in the technical studies prepared specifically for the Proposed Project. The City, as Lead Agency, would implement the applicable mitigation measures, as conditions of approval, which the City would apply to the Proposed Project, as part of its discretionary approval of the Proposed Project. The Initial Study indicates modifications to the mitigation measures from MMRP No. 312 as strikethrough for deleted text and bold for new, inserted text. Clarification on Project-specific implementation of a mitigation measure is underlined. With implementation of the mitigation measures identified in the Initial Study, the Proposed Project would not result in any environmental impacts beyond those identified in the previously certified EIR No. 348 . This Initial Study was also prepared to satisfy the requirem ents of PRC Section 21099(b)(3), which requires a public agency to analyze a Project's potentially significant transportation impacts related to air quality, noise, safety, or any other impact associated with transportation. This Initial Study analyzes these impacts. The Initial Study concludes the following:  The Proposed Project will not cause significant effects on the environment that were not examined in EIR No. 348.  All potentially significant impacts of the Proposed Project are mitigated and avoided pursuant to paragraph (1) of subdivision (a) of Section 21081 of the Public Resources Code, as a result of the EIR No. 348.  EIR No. 348 examined at a sufficient level of detail the Proposed Project’s effects on the environment to enable those effects to be mitigated or avoided by site -specific revisions, the imposition of conditions, or by other means in connection with the approval of the Proposed Project.  The Proposed Project is consistent with the ACSP, the applicable local land use plans and zoning of the City of Anaheim.  No substantial changes are proposed to the implementation of the ACSP through the Proposed Project which will require major revisions of EIR No. 348 .  No substantial changes have occurred with respect to the circumstances under which the Proposed Project is being undertaken, which will require major revisions in EIR No. 348 .  Lastly, no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified as complete that is relevant to the conclusions and findings of EIR No. 348. Link OC – Anaheim, CA Initial Study - 33 - 56275007.v1 ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED: The environmental factors checked below would be potentially affected by this Project, involving at least one impact that is a "Potentially Significant Impact" as indicated by the checklist on the following pages. ☐ Aesthetics/Visual ☐ Agriculture & Forestry Resources ☐ Air Quality ☐ Biological Resources ☐ Cultural Resources ☐ Geology/Soils ☐ Greenhouse Gas Emissions ☐ Hazards & Hazardous Materials ☐ Hydrology/Water Quality ☐ Land Use/Planning ☐ Mineral Resources ☐ Noise ☐ Population/Housing ☐ Public Services ☐ Recreation ☐ Transportation/Traffic ☐ Utilities/Service Systems ☐ Mandatory Findings of Significance DETERMINATION: (To be completed by the City) On the basis of this initial evaluation: I find that the Proposed Project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. I find that although the Proposed Project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the Project have been made by or agreed to by the Project proponent. A MITIGATED NEGATIVE DECLARATION will be prepared.  I find that the Proposed Project MAY have a significant effect on the envi ronment, and an ENVIRONMENTAL IMPACT REPORT is required.  I find that the Proposed Project MAY have a “potentially significant impact” or “potentially significant unless mitigated” impact on the environment, but at least one effect 1) has been adequately an alyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed.  I find that although the Proposed Project could have a significant effect on the environment, because all potentially significant effects 1) have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standards, and 2) have been avoided or mitigated pursuant to that earlier EIR or NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the Proposed Project, nothing further is required. Signature of City of Anaheim Representative Date Christine Saunders, Associate Planner (714) 765-5238 Printed Name, Title Phone Number Link OC – Anaheim, CA Initial Study - 34 - 56275007.v1 EVALUATION OF ENVIRONMENTAL IMPACTS: 1)All answers must take account of the whole action involved, including offsite as well as onsite, cumulative as well as Project-level, indirect as well as direct, and construction as well as operational impacts. 2)A list of “Supporting Information Sources” must be attached and other sources used or individuals contacted should be cited in the Narrative Summary for each section. 3)Response column heading definitions: a)Potentially Significant Impact is appropriate if there is substantial evidence that an effect may be significant. If there are one or more “Potentially Significant Impact” entries when the determination is made, an Environmental Impact Report (EIR) is required. b)Potentially Significant Unless Mitigation Incorporated applies where the incorporation of mitigation measures has reduced an effect from “Potentially Significant Impact” to a “Less Than Significant Impact”. The mitigation measures must be described, along with a brief explanation of how they reduce the effect to a less than significant level. c)Less Than Significant Impact applies where the Project creates no significant impacts, only “Less Than Significant impacts”. d)No Impact applies where a Project does not create an impact in that category. A “No Impact” answer is adequately supported if the referenced information sources show that the impact simply does not apply to Projects like the one proposed (e.g., the Project falls outside of a fault rupture zone). A “No Impact” answer should be explained where it is based on Project-specific factors as well as general standards (e.g., the Project will not expose sensitive receptors to pollutants, based on a Project-specific screening analysis). 4)Earlier analyses may be used where, pursuant to a tiering, program EIR, Master EIR, or other California Environmental Quality Act (CEQA) process, an effect has been adequately analyzed in an earlier EIR or negative declaration (§ 15062(c)(3)(D)). In this case, a brief discussion should identify the following: a)Earlier Analysis Used. Identify and state where they are available for review. b)Impacts Adequately Addressed. Identify which effects from the checklist were within the scope of and adequately analyzed in an earlier document pursuant to applicable legal standards, and state whether such effects were addressed by mitigation measures based on the earlier analysis. c)Mitigation Measures. For effects that are “Less than Significant with Mitigation Measures Incorporated”, describe the mitigation measures which were incorporated or refined from the earlier document and the extent to which they address site-specific conditions for the Project. 5)Incorporate into the checklist any references to information sources for potential impacts (e.g., the General Plan, zoning ordinance). Reference to a previously prepared or outside document should, where appropriate, include a reference to the page or pages where the statement is substantiated. 6)The explanation of each issue should identify: a)The significance criteria or threshold, if any, used to evaluate each question; and b)The mitigation measure identified, if any, to reduce the impact to less than significant. Link OC – Anaheim, CA Initial Study - 35 - 56275007.v1 I. AESTHETICS Would the Project : Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Have a substantial adverse effect on a scenic vista?      b) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a State scenic highway or local scenic expressway, scenic highway, or eligible scenic highway?      c) Substantially degrade the existing visual character or quality of the site and its surroundings?      d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area?      Link OC – Anaheim, CA Initial Study - 36 - 56275007.v1 Narrative Summary: Impacts analyzed in EIR No. 348/No new impacts. EIR No. 348 analyzed the aesthetic impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.1. All impacts were identified as less than significant in EIR No 348. EIR No. 348 analyzed the impact of the ACSP on the existing land form and existing aesthetic characteristics of the site and surroundings, including scenic vistas, scenic resources, and the visual quality of the site and surroundings. EIR No. 348 als o analyzed impacts of the ACSP related to light and glare adjacent to sensitive uses. EIR No. 348 concluded that implementation of the ACSP would not adversely impact any scenic vista or damage scenic resources within a state scenic highway (Impact 5.1-1). State Route (SR) 91 runs along the southern edge of the Santa Ana River and is officially designated as a state scenic highway from SR-55 to east of Anaheim city limit . The Proposed Project is located to the west of the SR-91/SR-55 interchange, and is not within the limits of the state scenic highway. Therefore, impacts related to scenic vistas and scenic resources within a state scenic highway would be less than significant. EIR No. 348 concluded that implementation of the ACSP would not degrade the visual quality of the Project area (Impact 5.1-2). The Proposed Project would enhance the visual character of the site and complement the existing adjacent buildings and landscaping. The proposed residential buildings utilize a variety of high quality building materials in a contemporary architectural style, including a light sand finish stucco; brick and stone veneers; and vinyl, aluminum and metal finishes on windows, storefronts and railings. The varying colors and textures, as well as the varying roof line, add dimen sion and interest, and all facades are treated to the same standard of quality. The proposed commercial building is in a more modern architectural style, with clean horizontal lines and modern materials consisting of glass, wood, metal and aluminum. The proposed residential buildings would be taller than existing uses on site, but would comply with the height limitation of 100 feet within DA-3. The Applicant has requested modification of structural setbacks to the southern interior property line of Lot ‘1’ and the northern interior property line of Lot ‘2’ as part of the Conditional Use Permit request from the required 10’- 0” to the proposed 5’-0” structural setback. The tallest building on the Project Site would be the 84-foot, four-inch residential building/parking structure on Lot ‘1’, EIR No. 348 concluded that implementation of the ACSP would not have adverse light and glare impacts adjacent to sensitive uses (Impact 5.1-3). The Proposed Project would add nighttime lighting, such as structural lighting, overhead street lighting, parking lot lighting, sign/building illumination, vehicle headlights security lighting common area lighting and pathway lighting. All path lighting and common area lighting will meet Anaheim Municipal Code requirements. However, the Proposed Project would comply with the applicable provisions of ACSP Development Standards (Section 18.120.040.0701), which state that “all uses within the ACSP shall be maintained in such a manner that they are not obnoxious, offensive, or objectionable by reason of excessive lighting (glare), or other similar cause detrimental to the public health, safety, or general welfare.” Proposed lighting would satisfy this requirement with proper installation of shielded light fixtures—including hoods, filtering louvers, and glare shields. As noted above, the Proposed Project involves various mobility, open space, and infrastructure improvements within the Project Site. However, lighting associated with these improvements would be shielded in accordance with the ACSP Development Standards so as not to impact adjacent sensitive land uses. Furthermore, proposed building materials as listed above avoid reflective surfaces that could cause glare and impact adjacent uses, particularly those driving on the freeway near the Proposed Project. The Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Link OC – Anaheim, CA Initial Study - 37 - 56275007.v1 II. AGRICULTURE RESOURCES In determining whether Impacts to agricultural resources are significant environmental effects, lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Model (1997) prepared by the California Department of Conservation (DOC) as an optional model to use in assessing impacts on agriculture and farmland. Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use?      b) Conflict with existing zoning for agricultural use, or a Williamson Act contract?      c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code § 12220(g)), timberland (as defined by Public Resources Code § 4526), or timberland zoned Timberland Production (as defined by Government Code § 51104(g))?      d) Result in the loss of forest land or conversion of forest land to non-forest use?      e) Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland, to non-agricultural use or conversion of forest land to non-forest use?      Narrative Summary: No Impact (a – e). During preparation of the EIR No. 348, agriculture resources were identified as not being significantly affected by, or affecting the ACSP. The ACSP area is urbanized and has been disturbed by human activity and development. Implementation of the Proposed Project as anticipated by the ACSP would not result in the rezoning, conversion or loss of agricultural resources. Therefore, they were not addressed in the EIR. The Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Link OC – Anaheim, CA Initial Study - 38 - 56275007.v1 III. AIR QUALITY Where available, the significance criteria established by the applicable air quality management or air pollution control district may be relied upon to make the following determinations. Would the Project : Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Conflict with or obstruct implementation of the applicable air quality plan?      b) Violate any air quality standard or contribute substantially to an existing or projected air quality violation?      c) Result in a cumulatively considerable net increase of any criteria pollutant for which the Project region is non- attainment under an applicable Federal or State ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)?      d) Expose sensitive receptors to substantial pollutant concentrations?      e) Create objectionable odors affecting a substantial number of people?      Narrative Summary: Impacts analyzed in EIR No. 348/No new impacts. EIR No. 348 addressed the air quality impacts associated with implementation of the ACSP. Refer to EIR No. 348, Section 5.2. EIR No. 348 analyzed criteria pollutant emissions from both construction and operational activities of the proposed 19 .6 million square feet of additional industrial and commercial uses and 2,607 additional residential units that could be developed within the ACSP. EIR No. 348 concluded that after mitigation, significant and unavoidable impacts would still occur with respect to sho rt-term construction emissions, long-term operational emissions, exposing sensitive receptors to substantial construction and operational pollutants, and violating air quality standards (Issues A, B, C and D). After mitigation, EIR No. 348 concluded that implementation of the ACSP would have less than significant impacts with respect to creating objectionable odors that affect a substantial number of people (Issue E). EIR No. 348 concluded that significant air quality impacts would occur from both construction and operation of all foreseeable development as detailed in the ACSP. Construction activities associated with the ACSP would exceed the South Coast Air Quality Management District’s (SCAQMD) regional thresholds for volatile organic compounds (VOC) and nitrogen oxides (NOX). Operation of the Project at buildout would generate air pollutant emissions that exceed SCAQMD’s regional significance thresholds for VOC, NOX, carbon monoxide (CO), PM10, and PM2.5. The Proposed Project represents 406 residential units and 5,000 square feet of commercial uses, which equates to approximately 16 percent and less than one percent of the total development potential of residential and non-residential uses in the ACSP, respectively. The Proposed Project could expose sensitive receptors to elevated pollutant concentrations during construction and operational activities if it would cause or contribute significantly to elevating those levels. Concentrations of criteria air pollutants generated by a Project depend on the emissions generated onsite and the distance to the nearest sensitive receptor . Therefore, a Localized Significance Threshold (LST) Analysis was conducted at the Project -level to evaluate whether the Proposed Project would cause significant air quality impacts (Appendix B, City of Anaheim – Hines OC Link Apartments Project Air Quality Technical Memorandum, Vista Environmental, February 2, 2018). Link OC – Anaheim, CA Initial Study - 39 - 56275007.v1 LST ANALYSIS The LST Analysis identified that the nearest sensitive receptors to the Project site consist of workers and guests at the existing Extended Stay America hotel located as near as 60 feet south of the Lot ‘2’ portion of the project site. There are also residential apartment units located as near as 100 feet west of both Lot ‘1’ and Lot ‘2’. The nearest school to the project site is El Camino Real High School, located as near as 0.9 mile north of the project site. Regional Air Quality To estimate if the Proposed Project may adversely affect the air quality in the region, the SCAQMD has prepared the CEQA Air Quality Handbook (SCAQMD 1993) to provide guidance to those who analyze the air quality impacts of proposed projects. The SCAQMD CEQA Handbook states that any project in the Air Basin with daily emissions that exceed any o f the identified significance thresholds should be considered as having an individually and cumulatively significant air qualit y impact. For the purposes of this air quality impact analysis, a regional air quality impact would be considered significant if emissions exceed the SCAQMD significance thresholds identified in Table A. Table A – SCAQMD Regional Criteria Pollutant Emission Thresholds of Significance Pollutant Emissions (pounds/day) VOC NOx CO SOx PM10 PM2.5 Construction 75 100 550 150 150 55 Operation 55 55 550 150 150 55 Source: http://www.aqmd.gov/ceqa/handbook/signthres.pdf Local Air Quality Project-related construction and operational air emissions may have the potential to exceed the State and Federal air quality standards in the project vicinity, even though these pollutant emissions may not be significant enough to create a regional impact to the Air Basin. In order to assess local air quality impacts the SCAQMD has developed Localized Significant Thresholds (LSTs) to assess the project -related air emissions in the project vicinity. SCAQMD has also provided Final Localized Significance Thresho ld Methodology (LST Methodology, July 2008), which details the methodology to analyze local air emission impacts. The LST Methodology found that the primary emissions of concern are NO2, CO, PM10, and PM2.5. The LST Methodology provides Look-Up Tables with different thresholds based on the location and size of the project site and distance to the nearest sensitive receptors. The area that would be disturbed during construction of the Proposed Project is approximately 11.75 acres. However, because the Project applicant has stated that no more than 5-acres would be disturbed in any day during construction activities associated with the Proposed Project, the 5-acre Project site shown in the Look-Up Tables was ut ilized for this analysis. The Project site is located in Air Monitoring Area 17, which covers the Central Orange County. As stated above, the nearest sensitive receptors are workers and guests at the nearby Extended Stay America Hotel located approximate ly 60 feet (18 meters) south of the Lot ‘2’ portion of the project site. According to LST Methodology, any receptor located closer than 25 meters (82 feet) shall be based on the 25 meter thresholds. Table B below shows the NOx, CO, PM10, and PM2.5 for both construction and operational activities. Table B – SCAQMD Local Air Quality Thresholds of Significance Activity Allowable Emissions (pounds/day)1 NOx CO PM10 PM2.5 Construction 183 1,253 13 7 Operation 183 1,253 3 2 Notes: 1 The nearest offsite sensitive receptors are workers and guests located as near as 60 feet (17 meters) from the project site a t the Extended Stay America Hotel. According to LST Methodology, any receptor located closer than 25 meters shall be based on the 25 meter thresholds. Source: Calculated from SCAQMD’s Mass Rate Look -up Tables for five acres in Air Monitoring Area 17, Central Orange County. Criteria Pollutant Emissions Modeling Results The Proposed Project would not violate an air quality standard or contribute substantially to an existing or projected air quality violation. The following section calculates the potential air emissions associated with the construction and operatio ns Link OC – Anaheim, CA Initial Study - 40 - 56275007.v1 of the Proposed Project and compares the emissions to the SCAQMD standards. Co nstruction-Related Regional Impacts The CalEEMod model has been utilized to calculate the construction-related regional emissions from the Proposed Project. The worst-case summer or winter daily construction-related criteria pollutant emissions from the Proposed Project for each phase of construction activities are shown below in Error! Reference source not found. and the CalEEMod daily printouts are included in Appendix B. Table C – Construction-Related Regional Criteria Pollutant Emissions Pollutant Emissions (pounds/day) Activity VOC NOx CO SO2 PM10 PM2.5 Demolition1 Onsite 3.72 38.32 22.30 0.04 3.75 2.08 Offsite 0.29 7.57 2.38 0.02 0.61 0.19 Total 4.01 45.89 24.68 0.06 4.36 2.27 Site Preparation1 Onsite 4.56 48.20 22.48 0.04 9.62 6.24 Offsite 0.12 0.78 0.90 0.00 0.25 0.07 Total 4.68 48.98 23.38 0.04 9.87 6.31 Grading1 Onsite 5.09 59.52 35.09 0.06 6.02 3.83 Offsite 0.13 0.78 0.98 0.00 0.27 0.08 Total 5.22 60.30 36.07 0.06 6.29 3.91 Building Construction Onsite 2.68 23.39 17.58 0.03 1.50 1.41 Offsite 2.94 15.72 22.75 0.09 6.29 0.78 Total 5.62 39.11 40.33 0.12 7.79 2.19 Paving Onsite 1.62 14.07 14.65 0.02 0.75 0.69 Offsite 0.07 0.04 0.49 0.00 0.17 0.05 Total 1.69 14.11 15.14 0.02 0.92 0.74 Architectural Coatings Onsite 28.90 1.68 1.83 0.00 0.11 0.11 Offsite 0.42 0.26 3.18 0.01 1.09 0.29 Total 29.32 1.94 5.01 0.01 1.20 0.40 Combined Building Construction, Paving, & Architectural Coatings 36.63 55.16 60.48 0.15 9.91 3.33 SCQAMD Thresholds 75 100 550 150 150 55 Exceeds Threshold? No No No No No No Notes: 1 Demolition, Site Preparation, and Grading based on adherence to fugitive dust suppression requirements from SCAQMD Rule 403. 2 Onsite emissions from equipment not operated on public roads. 3 Offsite emissions from vehicles operating on public roads. Source: CalEEMod Version 2016.3.2. Table CError! Reference source not found. shows that none of the analyzed criteria pollutants would exceed the regional emissions thresholds. Therefore, a less than significant regional air quality impact would occur from construction of the proposed project. Construction-Related Local Impacts Construction-related air emissions may have the potential to exceed the State and Federal air quality standards in the project vicinity, even though these pollutant emissions may not be significant enough to create a regional impact to the Air Basin. Link OC – Anaheim, CA Initial Study - 41 - 56275007.v1 The local air quality emissions from construction were analyzed through utilizing the methodology described in Localized Significance Threshold Methodology (LST Methodology), prepared by SCAQMD, revised October 2009. The LST Methodology found the primary criteria pollutant emissions of concern are NOx, CO, PM10, and PM2.5. In order to determine if any of these pollutants require a detailed analysis of the local air quality impacts, each phase of construction was screened using the SCAQMD’s Mass Rate LST Look -up Tables. The Look-up Tables were developed by the SCAQMD in order to readily determine if the daily onsite emissions of CO, NOx, PM10, and PM2.5 from the Proposed Project could result in a significant impact to the local air quality. Table D shows the onsite emissions from the CalEEMod model for the different construction phases and the calculated emissions thresholds that have been detailed above. Table D – Construction-Related Local Criteria Pollutant Emissions Pollutant Emissions (pounds/day) Phase NOx CO PM10 PM2.5 Demolition1 38.32 22.30 3.75 2.08 Site Preparation1 48.20 22.48 9.62 6.24 Grading1 59.52 35.09 6.02 3.83 Combined Building Construction, Paving, and Architectural Coatings 39.14 34.06 2.36 2.21 - Building Construction 23.39 17.58 1.50 1.41 - Paving 14.07 14.65 0.75 0.69 - Architectural Coatings 1.68 1.83 0.11 0.11 SCAQMD Thresholds for 25 meters (82 feet)2 183 1,253 13 7 Exceeds Threshold? No No No No Notes: 1 Demolition, Site Preparation, and Grading based on adherence to fugitive dust suppression requirements from SCAQMD Rule 403. 2 The nearest offsite sensitive receptors are workers and guests located as near as 60 feet (17 meters) from the project site. According to LST Methodology, any receptor located closer than 25 meters shall be based on the 25 meter thresholds. Source: Calculated from CalEEMod and SCAQMD’s Mass Rate Look -up Tables for two acres in Air Monitoring Area 17, Central Orange County. The data provided in Table D shows that none of the analyzed criteria pollutants would exceed the local emissions thresholds for any phase of construction or the combined building construction, paving, and architectural coatings phases. In addition, construction emissions would be short-term, limited only to the period when construction activity is taking place. As such, construction related local air concentrations would be less than significant for the Proposed Project. Additionally, construction activities would be required to follow SCAQMD regulations that limit fugitive dust emissions, including SCAQMD Rules 401 and 403. These rules require that contractors working on the Proposed Project implement measures to reduce fugitive dust emissions that include the following:  Limit speed of vehicles on dirt areas of the project site to 15 miles per hour or less.  Apply water and/or other dust suppressants as necessary to prevent or alleviate erosion by the forces of wind.  Limit all stockpiles that can be blown by wind to 8 feet in height or apply a soil stabilizer.  Cover all trucks hauling soil or other loose material.  Sweep daily all paved access roads and any trackout onto public road with water sweepers.  When winds exceed 25 mph, cease all grading operations other than dust suppression activities. Operations-Related Criteria Pollutant Analysis The on-going operation of the Proposed Project would result in a long-term increase in air quality emissions. This increase would be due to emissions from the Project-generated vehicle trips and through operational emissions from the on-going use of the Proposed Project. The following provides an analysis of the potential long-term air quality impacts due to regional air quality and local air quality impacts with the on-going operations of the Proposed Project. The operations-related criteria air quality impacts created by the proposed project have been analyzed through use of the CalEEMod model. The worst-case summer or winter VOC, NOx, CO, SO2, PM10, and PM2.5 daily emissions created from the proposed project’s long-term operations have been calculated and are summarized below in Table E and the CalEEMod daily emissions printouts are included in Appendix B. Link OC – Anaheim, CA Initial Study - 42 - 56275007.v1 Table E – Operational Regional Criteria Pollutant Emissions Pollutant Emissions (pounds/day) Activity VOC NOx CO SO2 PM10 PM2.5 Area Sources1 8.63 0.39 33.89 0.00 0.19 0.19 Energy Usage2 0.14 1.18 0.50 0.01 0.10 0.10 Mobile Sources3 4.29 17.61 57.94 0.23 20.77 5.66 Total Emissions 13.06 19.18 92.33 0.24 21.06 5.95 SCQAMD Operational Thresholds 55 55 550 150 150 55 Exceeds Threshold? No No No No No No Notes: 1 Area sources consist of emissions from consumer products, architectural coatings, and landscaping equipment. 2 Energy usage consist of emissions from natural gas usage (excluding hearths). 3 Mobile sources consist of emissions from vehicles and road dust. Source: Calculated from CalEEMod Version 2016.3.2. The data provided in Table E above shows that none of the analyzed criteria pollutants would exceed the regional emissions thresholds. Therefore, a less than significant regional air quality impact would occur from operation of the Proposed Project. Operations-Related Local Air Quality Impacts Project-related air emissions from onsite sources such as architectural coatings, landscaping equipment, and onsite usage of natural gas appliances may have the potential to create emissions areas that exceed the State and Federal air quality standards in the project vicinity, even though these pollutant emissions may not be significant enough to create a regional impact to the Air Basin. The local air quality emissions from onsite operations were analyzed using the SCAQMD’s Mass Rate LST Look -up Tables and the methodology described in LST Methodology. The Look-up Tables were developed by the SCAQMD in order to readily determine if the daily emissions of CO, NOx, PM10, and PM2.5 from the Proposed Project could result in a significant impact to the local air quality. Table F shows the on-site emissions from the CalEEMod model that includes area sources, energy usage, and vehicles operating in the immediate vicinity of the Project site and the calculated emissions thresholds. Table F – Operations-Related Local Criteria Pollutant Emissions Pollutant Emissions (pounds/day) Onsite Emission Source NOx CO PM10 PM2.5 Area Sources 0.39 33.89 0.19 0.19 Energy Usage 1.18 0.50 0.10 0.10 Onsite Vehicle Emissions1 2.20 7.24 2.60 0.71 Total Emissions 3.77 41.63 2.89 1.00 SCAQMD Thresholds for 25 meters (82 feet)2 183 1,253 3 2 Exceeds Threshold? No No No No Notes: 1 Onsite vehicle emissions based on 1/8 of the gross vehicular emissions, which is the estimated portion of vehicle emissions occurrin g within a quarter mile of the project site. 2 The nearest offsite sensitive receptors are workers and guests located as near as 60 feet (17 meters) from the project site. According to LST Methodology, any receptor located closer than 25 meters shall be based on the 25 meter thresholds. Source: Calculated from CalEEMod and SCAQMD’s Mass Rate Look -up Tables for five acres in Air Monitoring Area 17, Central Orange County. The data provided in Table F shows that the on-going operations of the Proposed Project would not exceed the local NOx, CO, PM10 and PM2.5 thresholds of significance discussed above. Therefore, the on-going operations of the Proposed Project would create a less than significant operations-related impact to local air quality due to on-site emissions and no mitigation would be required. Link OC – Anaheim, CA Initial Study - 43 - 56275007.v1 HEALTH RISK ASSESSMENT Pursuant to ACSP Mitigation Monitoring and Reporting Program (MMRP) No. 312 Mitigation Measure AQ -10, a Health Risk Assessment (HRA) & Odor Analysis (Appendix C, Health Risk Assessment & Odor Analysis OC Link Project, Vista Environmental, January 5, 2018) was prepared for the Proposed Project to identify if the Proposed Project has the potential to expose sensitive receptors to substantial pollutant concentrations during operational activities. The HRA found that operation of new land uses associated with the Proposed Project and consistent with the ACSP, would generate new sources of criteria air pollutants and toxic air contaminants (TACs) in the plan area from area/stationary sources and mobile sources. The HRA found that through implementation of MM AQ-1 related to the heating, ventilation, and air conditioning (HVAC) system, all cancer and non-cancer risks from TACs and from odor impacts to the proposed residential apartment units would be reduced to less than significant levels. Further, many aspects of the ACSP serve to directly and indirectly reduce the air quality a nd odor impacts by and to development projects. Development of the Proposed Project would be consistent with the land use designations provided in the ACSP and would promote the goals and policies of the ACSP by providing multi-family residential uses in close proximity to the existing Metrolink Station, employment and commercial opportunities that will promote a walkable community. The Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. With the implementation of MMs AQ1, AQ2, AQ3, AQ4, AQ5, AQ6, AQ7, AQ10 and AQ11, the Proposed Project would not result in any construction or operational air quality impacts beyond those identified in the previously certified EIR No. 348. Applicable Mitigation Measures from EIR No. 348/MMRP No. 312 Modifications to the mitigation measures from MMRP No. 312 are shown as strikethrough for deleted text and bold for new, inserted text. Clarification on Project-specific implementation of a mitigation measure is underlined. AQ-1: Prior to issuance of grading, demolition or building plans, whichever occurs first, the property owner/developer shall provide a note on plans indicating that ongoing during grading and construction, contractors will use equipment that meets the following United States Environmental Protection Agency (EPA)-Certified emissions standards: All off-road diesel-powered construction equipment greater than 50 horsepower shall meet the Tier 4 Final emission standards. Any emissions control device used by the contractor shall achieve emissions reductions that are no less than what could be achieved by a Level 4 diesel emissions control strategy for a similarly sized engine, as defined by CARB regulations. AQ-2: Prior to issuance of grading, demolition or building pla ns, whichever occurs first, the property owner/developer shall provide a list of all construction equipment proposed to be used on the Project Site. This list may be provided on the building plans. The construction equipment list shall state the makes, models, and numbers of the equipment; that the equipment shall be properly serviced and maintained in accordance with the manufacturer’s recommendations; and, that all nonessential idling of construction equipment is restricted to five minutes or less in comp liance with California Air Resources Board’s Rule 2449. AQ-3: Prior to issuance of grading, demolition or building plans, whichever occurs first, the property owner/developer shall submit a dust control plan that implements the following measures during gr ound-disturbing activities, in addition to the existing requirements for fugitive dust control under South Coast Air Quality Management District Rule 403, to further reduce PM10 and PM2.5 emissions: a) Following all grading activities, the construction contractor shall reestablish ground cover on the construction site through seeding and watering. Link OC – Anaheim, CA Initial Study - 44 - 56275007.v1 b) During all construction activities, the construction contractor shall sweep streets with Rule 1186 –compliant, PM10- efficient vacuum units on a daily basis if silt is carried over to adjacent public thoroughfares or occurs as a result of hauling. c) During all construction activities, the construction contractor shall maintain a minimum 24 -inch freeboard on trucks hauling dirt, sand, soil, or other loose materials and tarp materials with a fabric cover or other cover that achieves the same amount of protection. d) During all construction activities, the construction contractor shall water exposed ground surfaces and disturbed areas a minimum of every three hours on the construction site and a minimum of three times per day. e) During all construction activities, the construction contractor shall limit onsite vehicle speeds on unpaved roads to no more than 15 miles per hour. The Building Division shall verify compliance during normal construction site inspections. AQ-4: Prior to issuance of a building permit, the property owner/developer shall provide a note on plans indicating that: a) All coatings and solvents will have a volatile organic compound (VOC) content lower than require d under Rule 1113 (i.e., super compliant paints). b) All architectural coatings shall be applied either by (1) using a high-volume, low pressure spray method operated at an air pressure between 0.1 and 10 pounds per square inch gauge to achieve a 65 percent a pplication efficiency; or (2) manual application using a paintbrush, hand -roller, trowel, spatula, dauber, rag, or sponge, to achieve a 100 percent applicant efficiency. c) The construction contractor shall also use precoated/natural colored building materials, where feasible. The Building Division shall verify compliance during normal construction site inspections. AQ-5: Prior to issuance of building permits, for residential development, the property owner/developer shall provide a note on building plans that indicates that all shared community barbeques will be electric powered barbeque units. These units shall be verified on site by the Building Division prior to issuance of a Certificate of Occupancy. AQ-6: Prior to issuance of a building permit, the property owner/developer shall show on plans that all applicant -provided appliances be Energy Star appliances (dishwashers, refrigerators, clothes washers, and dryers). Installation of Energy Star appliances shall be verified by the Building Division prior to issuance of a Certificate of Occupancy. AQ-7: Prior to issuance of building permits for new construction of residential development, the property owner/developer shall indicate on plans that garage and/or car port parking are electrically wired to accommodate a Level 2 (240 volt) electric vehicle charging. The location of the electrical outlets shall be specified on building plans, and proper installation shall be verified by the Building Division prior to issuance of a Certificate of Occupancy. AQ-10: Prior to issuance of building permits for new residential developments, the property owner/developer shall submit a health risk assessment (HRA) to the Planning Department. The Applicant has prepared a Health Risk Assessment (HRA) & Odor Analysis (Appendix C, Health Risk Assessment & Odor Analysis OC Link Project, Vista Environmental, January 5, 2018). The HRA shall be prepared in accordance with policies and procedures of the State of California’s Office of Environmental Health Hazard Assessment (OEHHA) and the South Coast Air Quality Management District (SCAQMD). If the HRA shows that the incremental cancer risk exceeds one in one hundred thousand (1.0E -05), PM concentrations would exceed 2.5 μg/m3, or the appropriate noncancer hazard index exceeds 1.0, the following is required prior to issuance of building permits: The HRA showed that the calculated cancer risks at all sides of the two proposed residential apartment buildings would range between 2.2 and 7.5 per 100,000 people. This would exceed the cancer risk threshold of 1.0 per 100,000 persons, and therefore, the HRA concluded that the following measures apply: a) The HRA shall identify the level of high-efficiency Minimum Efficiency Reporting Value (MERV) filter required Link OC – Anaheim, CA Initial Study - 45 - 56275007.v1 to reduce indoor air concentrations of pollutants to achieve the cancer and/or noncancer threshold. The HRA identified that the HVAC system would require a MERV 16 filter for all units located on the west side of Buildings ‘A’ and ‘B’, and a MERV 13 filter for all other residential units, as shown on Figure 10, MERV 13 and 16 Filter Locations. With the inclusion of upgraded air filtration systems for the residential buildings, as shown in Figure 10, residents would not be exposed to emissions that exceed SCAQMD’s health risk significance thresholds for cancer or chronic or acute non-cancer hazards. b)Installation of high efficiency MERV filters in the intake of residential ventilation systems consistent with the recommendations of the HRA, shall be shown on plans. Heating, air conditioning, and ventilation (HVAC) systems shall be installed with a fan unit designed to force air through the MERV filter. The MERV filter requirements as shown on Figure 10 will be shown on building plans. c)To ensure long-term maintenance and replacement of the MERV filters in the individual units, the property owner/developer shall record a covenant on the property that requires ongoing implementation of the actions below. The form of the covenant shall be approved by the City Attorney’s Office prior to recordation. 1.The property owner/developer shall provide notification to all future tenants or owners of the potential health risk for affected units and the increased risk of exposure to diesel particulates when windows are open. 2.For rental units, the property owner/developer shall maintain and replace MERV filters in accordance with the manufacture’s recommendations. 3.For ownership units, the Homeowner’s Association shall incorporate requirements for long -term maintenance in the Covenant Conditions and Restrictions and inform homeowners of their responsibility to maintain the MERV filter in accordance with the manufacturer’s recommendations. AQ-11: For Projects located within 1,000 feet of an industrial facility that emits substantial odors, which includes but is not limited to: Wastewater treatment plants Composting, greenwaste, or recycling facilities Fiberglass manufacturing facilities Painting/coating operations Large-capacity coffee roasters Food-processing facilities The property owner/developer shall submit an odor assessment to the Planning Director prior to approval of any future discretionary action that verifies that the South Coast Air Quality Management District (SCAQMD) has not received three or more verified odor complaints. If the Odor Assessment identifies that the facility has received three such complaints, the applicant will be required to identify and demonstrate that Best Available Control Technologies for Toxics (T -BACTs) are capable of reducing potential odors to an acceptable level, including appropriate enforcement mechanisms. T -BACTs may include, but are not limited to, scrubbers at the industrial facility, or installation of Minimum Efficiency Reporting Value (MERV) filters rated at 14 or better at all residential units. The Applicant has satisfied Mitigation Measure AQ-11 with the preparation of an HRA & Odor Analysis. An Odor Analysis was prepared as part of the HRA & Odor Analysis (Appendix C), which lists all facilities located within 1,000 feet of the proposed residential apartment units that meet the above criteria of potential odor generating facilities. The analysis foun d that none of the potential odor generating facilities that are loca ted within 1,000 feet of the proposed residential apartment buildings have received any verified odor complaints as recorded by SCAQMD. Therefore, the proposed residential apartment units would not be exposed to significant odor impacts and would meet the requirements of Mitigation Measure AQ-11. Figure 10: MERV 13 and 16 Filter LocationsEnvironmental Advisors, LLC Hines Link OC Project Initial Study Checklist Link OC – Anaheim, CA Initial Study - 47 - 56275007.v1 This page is intentionally left blank. Link OC – Anaheim, CA Initial Study - 48 - 56275007.v1 IV. BIOLOGICAL RESOURCES Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Wildlife or United States Fish and Wildlife Service?      b) Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, and regulations or by the California Department of Fish and Game or US Fish and Wildlife Service?      c) Have a substantial adverse effect on federally protected wetlands as defined by § 404 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means?      d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites?      e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance?      f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or State habitat conservation plan?      Narrative Summary: Impacts analyzed in EIR No. 348/No new impacts. EIR No. 348 addressed the potential impacts to biological resources associated with implementation of the ACSP. Refer to EIR No. 348, Section 5.3. EIR No. 348 evaluated the potential for the ACSP to impact biological resources in the local and regional context of the City of Anaheim, including sensitive species, riparian and sensitive habitats, wetlands, and migratory waterfowl. EIR No. 348 also evaluated the ACSP for consistency with local plans, policies and ordinances protecting biological resources. EIR No. 348 concluded that after mitigation, impacts would be less than significant with respect to impacts on sensitive species (Issue A), riparian or other sensitive habitats (Issue B), protected wetlands (Issue C), and migratory waterfowl (Issue D). Impacts would also be less than significant, and no mitigation measures required, with respect to conflicts with any local policies or ordinances (Issue E) and provisions of an adopted conservation plan (Issue F). EIR No. 348 identified that the ACSP area contains wetland and aquatic habitats that are potentially suitable for a number of sensitive species. These include the Santa Ana sucker (Catostomus santaanae), a federally listed fish spe cies, and southwestern pond turtle (Actinemys marmorata pallida), burrowing owl (Athene cunicularia), and northwestern San Diego Link OC – Anaheim, CA Initial Study - 49 - 56275007.v1 pocket mouse (Chaetodipus fallax)—all of which are California Species of Concern. The potentially suitable habitat areas for these species are in areas designated Open Space under the General Plan and maintained as Open Space/Water in the proposed ACSP. However, the underlying General Plan designation for the Proposed Project area is General Commercial and was not identified in the EIR as having sensitive species. Therefore, no new impacts would occur. EIR No. 348 identified sensitive vegetation communities in the ACSP area including areas of riparian vegetation and wetlands in the Santa Ana River and basin areas, which contain open water habitat that is used by migratory and resident waterfowl and other bird species, principally for foraging. Despite these areas being heavily disturbed, there are patches of vegetation that could support sensitive species, and thus could directly af fect sensitive species. However, the Proposed Project will not affect the Santa Ana River and basin areas; therefore, the Proposed Project would not have direct or indirect impacts to the sensitive vegetation communit ies identified in the EIR No. 348. Nevertheless, MM BIO-2 requires that prior to issuance of demolition, grading or building permits, whichever occurs first, for construction activity that is set to occu r during nesting season (typically between February 1 and July 1), the property owner/d eveloper shall be required to conduct nesting bird surveys in accordance with the California Department of Fish and Wildlife requirements, and submit said surveys to the City of Anaheim Planning Department. Such surveys shall identify avoidance measures to protect active nests. This mitigation measure would be applied to the Proposed Project and impacts would be less than significant . The Project Site is fully developed and does not contain areas considered to be potentially suitable habitat for sensitive species or sensitive vegetation communities, and is not identified in the EIR No. 348 as providing wildlife corridors or nurseries on or in the vicinity of the site. In addition, the EIR found the ACSP consistent with the goals and policies for protection of biological resources in the Green Element of the Anaheim General Plan. Therefore, future projects in accordance with the ACSP, including the Proposed Project, would comply with all relevant policies and ordinances relating to tree preservation, including the City of Anaheim Street Tree Ordinance. Finally, the Project Site is not located within a designated natural communities conservation plan/habitat conservation plan (NCCP/HCP) area. The Proposed Project would not result in any impacts beyond those ide ntified in the previously certified EIR No. 348. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not kno wn and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Applicable Mitigation Measures from EIR No. 348/MMRP No. 312 BIO-2: Prior to issuance of demolition, grading or building permits, whichever occurs first, construction activity is set to occur during nesting season (typically between February 1 and July 1), the property owner/developer shall be required to conduct nesting bird surveys in accordance with the California Department o f Fish and Wildlife requirements, and submit said surveys to the City of Anaheim Planning Department. Such surveys shall identify avoidance measures to protect active nests. Link OC – Anaheim, CA Initial Study - 50 - 56275007.v1 V. CULTURAL RESOURCES Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Cause a substantial adverse change in the significance of a historical resource as defined in CEQA Guidelines §15064.5 and/or identified on the Anaheim Citywide Historic Preservation Plan.      b) Cause a substantial adverse change in the significance of an archaeological resource pursuant to CEQA Guidelines § 15064.5?      c) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature?      d) Disturb any human remains, including those interred outside of formal cemeteries?      Narrative Summary: Impacts analyzed in EIR No. 348/No new impacts. During preparation of the EIR No. 348, cultural resources were identified as not being significantly affected by, or affecting the ACSP. The ACSP has been previously disturbed and lacks identified historical, archaeological, and paleontological resources. Therefore, they were not addressed in the EIR. The Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Link OC – Anaheim, CA Initial Study - 51 - 56275007.v1 VI. GEOLOGY AND SOILS Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: i) Rupture of a known earthquake fault, as delineated on the most recent Alquist -Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault?      ii) Strong seismic ground shaking?      iii) Seismic-related ground failure, including liquefaction?      iv) Landslides?      b) Result in substantial soil erosion or the loss of topsoil?      c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the Project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse?      d) Be located on expansive soil, as defined in Table 18-1- B of the Uniform Building Code (1994), creating substantial risks to life or property?      e) Have soils incapable of adequately supporting the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater?      Narrative Summary: Impacts analyzed in EIR No. 348/No new impacts. EIR No. 348 analyzed the geotechnical and soils impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.4. All impacts were considered less than significant, with no mitigation measures required. EIR No. 348 evaluated the potent ial for implementation of the ACSP to impact geological and soil resources and expose people to geologic and seismic hazards. EIR No. 348 identified that Project residences, occupants, visitors, etc., would be subjected to potential seismic related hazards, such as liquefaction, settlement, subsidence or collapse, but that appropriate measures to reduce and minimize the effects of earthquakes are included in the California Building Code (CBC), with specific provisions for seismic design. Consistent with the analysis presented in EIR No. 348, t he design of structures within the Project Site in accordance with the CBC, as well as the Seismic Hazard Mapping Act (SHMA), which requires a site- specific investigation and compliance with existing regulations, would minimize impacts to less than significant levels, except for a catastrophic seismic event. In compliance with the SHMA requirement, a Preliminary Geotechnical Investigation (Appendix D, Preliminary Geotechnical Investigation, NOVA Services, Inc., July 20, 2017) was prepared to characterize subsurface conditions and provide preliminary geotechnical recommendations for foundation design and Link OC – Anaheim, CA Initial Study - 52 - 56275007.v1 construction in order to minimize the potential for seismic related hazards. The Preliminary Geotechnical Investigation concluded an overall low probability of liquefaction or related seismic phenomena. Site-specific mass grading and compaction that would occur as part of the Proposed Project would reduce any potential impacts from seismically induced lateral spreading, settlement and/or collapse within the Project Site. Impacts would be less than significant. As noted in EIR No. 348, the ACSP area is located in a relatively flat area with minimal potential for landslides and ground lurching. Soils in the Project Site have already been disturbed by development. Therefore, the loss of topsoil is not a potential impact. Soils in the Project Site are particularly prone to erosion during the grading phase of development, especially during heavy rains. Reduction of t he erosion potential can be accomplished through a Storm Water Pollution Prevention Plan (SWPPP), which specifies best management practices for temporary erosion controls. Such measures typically include temporary catchment basins and/or sandbagging to control runoff and contain sediment transport within the Project Site. However, during demolition and construction activities, when areas are exposed to erosion, adherence to the following would ensure that impacts would be less than significant: local and St ate codes and requirements for erosion control and grading; compliance with the National Pollutant Discharge Elimination System (NPDES) permit and the subsequent development of a Storm Water Pollution Prevention Plan (SWPPP). EIR No. 348 identified the ACSP area as having a low to moderate potential for expansive soils. The Preliminary Geotechnical Investigation prepared for the Proposed Project determined that, in consideration of the largely sandy near surface soils on the Project Site, expansive soils would not be an issue. The sandy soils have the ability to undergo significant volume changes (shrinking or swelling) due to variations in moisture content. Impacts would be less than significant. Proposed Project Future development within the Project Site would not require the installation of a septic tank or alternative wastewater disposal system as future developments would utilize the local sewer system. Therefore, no impacts would result from soil conditions in relation to septic tank or other onsite wastewater disposal systems. The Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no sub stantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Link OC – Anaheim, CA Initial Study - 53 - 56275007.v1 VII. GREENHOUSE GAS EMISSIONS Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment?      b) Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases?      Narrative Summary: Impacts analyzed in EIR No. 348/No new impacts. EIR No. 348 analyzed the potential impacts from greenhouse gas (GHGs) emissions related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.5. EIR No. 348 concluded that implementation of the ACSP would result in significant and unavoidable impacts with respect to GHG emissions (Issue A), and less than significant impacts with respect to conflicts with applicable plans, policies or regulations adopted for the purpose of reducing emissions of GHGs (Issue B). EIR No. 348 evaluated the potential for implementation of the ACSP to generate GHGs, either indirectly or directly, that may have a significant impact on the environment; or conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases. EIR No. 348 concluded that although the Proposed Project would not conflict with applicable regulations and policies adopted for the purpose of reducing greenhouse gas (GHG) emiss ions and although feasible mitigation measures would be incorporated into the Proposed Project, the magnitude of the increase in GHG emissions would remain cumulatively considerable and the impact to GHG emissions would be significant and unavoidable. The Anaheim City Council adopted a Statement of Overriding Considerations with regard to these potential impacts. The ACSP allows for up to 2,919 dwelling units and 6.4 million square feet of non-residential uses in the DA-3 (Transit Oriented) development area at buildout. Therefore, the air quality analysis in EIR No. 348 analyzed the operational impacts of the buildout potential. The Applicant proposes to construct up to 406 apartment units on two sites and 5,000 square feet of new retail within the larger Anaheim Pacificenter development, which is presently developed with a mix of office, retail and hotel uses. As a result, the Proposed Project is within the maximum amount of development analyzed in EIR No. 348. The Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. Potential impacts would be reduced by implementation of MMs AQ-5, AQ-6, and AQ-7. The Anaheim City Council has adopted a Statement of Overriding Considerations for impacts that remain significant, unavoidable and adverse after mitigation measures are applied. The Proposed Project would not result in any impacts beyond those identified in t he previously certified EIR No. 348. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Link OC – Anaheim, CA Initial Study - 54 - 56275007.v1 VIII. HAZARDS AND HAZARDOUS MATERIALS Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials?      b) Create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment?      c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school?      d) Be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code § 65962.5 and, as a result, would it create a significant hazard to the public or the environment?      e) For a Project located within an airport land use plan (Los Alamitos Armed Forces Reserve Center or Fullerton Municipal Airport), would the Project result in a safety hazard for people residing or working in the Project area?      f) For a Project within the vicinity of a private airstrip, heliport or helistop, would the Project result in a safety hazard for people residing or working in the Project area?      g) Impair implementation of, or physically interfere with, an adopted emergency response plan or emergency evacuation plan?      h) Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands?      Narrative Summary: Impacts analyzed in EIR No. 348/No new impacts. EIR No. 348 analyzed the hazards and hazardous materials impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.6. All impacts were determined to be less than significant, with no mitigation measures required . EIR No. 348 evaluated the potential impacts of the Proposed Project on human health and the environment due to exposure to hazardous materials or conditions associated with the Project Area, construction, and operations. The ACSP area contains various industrial uses that handle, store, and dispose various hazardous materials. With emphasis on green technology and sustainable development, ACSP is not anticipated to substantially increase the use, transport, or disposal of hazardous materials. The ACSP allows for additional residential units in DA-3 Transit Oriented Development Area, in the vicinity of Anaheim Canyon Metrolink. The Proposed Project is located within DA-3. Development of proposed residential uses in the Link OC – Anaheim, CA Initial Study - 55 - 56275007.v1 non-residential area may increase the potential for safety impacts from hazardous materials. However, adhering to the existing review and permitting process would ensure that hazardous materials do not pose significant safety threats to the residences. A Phase 0 Site Assessment (Appendix D of the DEIR No. 348, Phase 0 Site Assessment, The Planning Center|DC&E, January 2014) was prepared for the ACSP area, which identified uses and properties that could potentially pose a variety of environmental hazards within the boundaries of the ACSP. The ACSP area includes a number of facilities that are listed on the hazardous materials sites list compiled by various government agencies. The listed facilities would be required to conduct site-specific evaluation in accordance with the State of Ca lifornia Hazardous Substances Control Law (Health and Safety Code, Division 20, Chapter 6.5) and the requirements of the California Administrative Code, Title 30, Chapter 22. The Project Site was not identified as a property that could potent ially pose environmental hazard. A Phase I Environmental Site Assessment (ESA) was prepared for the Proposed Project (Appendix E, Phase I Environmental Site Assessment, Gabion Real Estate Advisors, September 8, 2016). A review of standard state and federal environmental agency records for the Project Site and surrounding properties did not identify any evidence of existing, controlled, or historical recognized environmental conditions, environmental concerns, or de minimis conditions. Owing to current use, there are no tenants conducting environmentally sensitive activity that would reasonably be expected to present an environmental issue of concern. Therefore, impacts with regards to the release or disposal of hazardous materials are less than significant. Furthermore, the proposed residential and retail uses will not create a significant hazard to the public through the routine transport, use or disposal of hazardous materials; release hazardous materials into the environment; or emit hazardous emissions or handle hazardous or acutely hazardous materials, substances or waste within one -quarter mile of an existing or proposed school. Impacts would be less than significant. The Project Site is not in the vicinity of an airport or within the jurisdiction of an Airport Land Use Plan. The ACSP area, including the Project Site, is already developed and no significant roadway changes would occur that would adversely affect any emergency response or evacuation plans. The Proposed Project would be reviewed by the Anaheim Fire Department, including adequate access for emergency vehicles. The Project Site and its surrounding area are in an urbanized setting, and no undeveloped wildland areas are adjacent to the Project Site. The Proposed Project would not expose people or structures to a significant risk of loss, injury, or death involving wildland fires. No significant impact would occur. The Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Link OC – Anaheim, CA Initial Study - 56 - 56275007.v1 IX. HYDROLOGY AND WATER QUALITY Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Violate any water quality standards or waste discharge requirements?      b) Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g., the production rate of pre-existing nearby wells would drop to a level which would not support existing land uses or pla nned uses for which permits have been granted)?      c) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, in a manner which would result in substantial erosion or siltation on- or off-site?      d) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner which would result in flooding on- or off-site?      e) Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff?      f) Otherwise substantially degrade water quality?      g) Place housing within a 100-year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map?      h) Place within a 100-year flood hazard area structures which would impede or redirect flood flows?      i) Expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the failure of a levee or dam?      j) Expose persons or structures to risk of inundation by seiche or mudflow?      Link OC – Anaheim, CA Initial Study - 57 - 56275007.v1 k) Substantially degrade water quality by contributing pollutants from areas of material storage, vehicle or equipment fueling, vehicle or equipment maintenance (including washing), waste handling, hazardous materials handling, or storage, delivery areas, loading docks or other outdoor work areas?      l) Substantially degrade water quality by discharge which affects the beneficial uses (i.e., swimming, fishing, etc.) of the receiving or downstream waters?      Narrative Summary: Impacts analyzed in EIR No. 348/No new impacts. EIR No. 348 analyzed the hydrology and water quality impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.7. All impacts were determined to be less than significant, with no mitigation measures required. EIR No. 348 evaluated the potential for implementation of the ACSP to impact hydrology and water quality conditions, including impacts to groundwater, drainage patterns, and runoff. EIR No. 348 also analyzed the potential for flooding, seiche, tsunami or mudflow onsite. According to EIR No. 348, development in the ACSP area and the change in land uses could result in an increase in impervious surfaces. This could result in an increase in storm water runoff, higher peak discharges to drainage channels, the potential to cause ero sion or sedimentation in drainage swales and streams, and reduce groundwater recharge. The County of Orange and City of Anaheim require as a standard condition of approval that all new development or significant redevelopment Projects complete drainage and hydrology analyses to ensure that on-site and off- site drainage facilities can accommodate increased storm water flows. The Applicant prepared a Post-Development Hydrology Report (Appendix F, Hydrology Report, Fuscoe Engineering, August 2017), and a Preliminary Water Quality Management Plan (WQMP) (Appendix G, Preliminary Water Quality Management Plan, Fuscoe Engineering, August 3, 2017). The City’s review of the Preliminary WQMP was focused on the Pretreatment and Low Impact Design (LID) components and therefore, additional comments should be anticipated at the Final WQMP. Nevertheless, both the Hydrology Report and the Preliminary WQMP concluded that the Project Site would include similar drainage patterns as existing conditions Under proposed conditions, runoff from the northern portion of Lot ‘1’ would flow in a northerly direction towards its respective proposed bioretention planter without underdrain where low flows will receive infiltration treatment. Table G below (from Table 6.2 of the Hydrology Report) provides the total area of the watershed and quantifies the run -off for both existing and proposed development. The total increase in runoff with the Proposed Project is 8.0 cubic feet per second (cfs). Table G –Existing Development vs Proposed Development (Based on “Q” = 25 Year Event) Item Existing Proposed Difference Mitigated Flowrates Area Flowing to La Palma Ave 3.9 Ac. 3.7 Ac. -0.2 Ac. Area Flowing to Tustin Ave 1.9 Ac 0.3 Ac -1.6 Ac Area Flowing to S.W. Corner 21.3 Ac 20.2 Ac -1.1 Ac Area Flowing to Infiltration 0.0 Ac 3.1 Ac +.2.0 Ac Total Area of 27.1 Ac 27.3 Ac +0.2 Ac Link OC – Anaheim, CA Initial Study - 58 - 56275007.v1 Watershed “Q” Flowing to La Palma Ave 10.9 cfs 6.9 cfs -4.1 cfs N/A “Q” Flowing to Tustin Ave 6.5 cfs 1.0 cfs -5.5 cfs N/A “Q” Flowing to Infiltration 0.0 cfs 11.5 cfs +11.5 cfs “Q” Flowing to S.W. Corner 42.2 cfs 48.2 cfs +5.9 cfs 42+/- Total “Q” of Watershed 59.6 cfs 67.6 cfs +8.0 cfs 60+/- The WQMP divided the Project Site into Drainage Management Areas (DMAs) to be utilized for defining drainage areas based on the proposed site grading patterns, drainage patterns, storm drain and catch basin locations (Refer to WQMP Exhibit in Section VI for locations of DMA). There are three DMAs on the Project Site. Runoff from DMA 2A would flow in a northerly direction where low flows would be treated via proposed pervious pavements, DMA 2B would flow towards the center island for low flow treatment via proposed bioretention planter, and DMA 2C would flow towards the center parking aisle for low flow treatment via proposed pervious pavement. All high flows would overflow and connect to the existing public storm drain line along La Palma Avenue. Runoff from the remaining southern half of Lot ‘1’ and the entire Lot ‘2’ would comingle with off-site drainage and continue to flow in a southerly direction towards the existing flood control basin that would be retrofitted into an infiltration basin as part of the Proposed Project. A forebay will receive the comingled runoff flows and will spill over into the infiltration basin for treatment of low flows. High flows will overflow and continue to drain towards the Santa Ana River. The WQMP describes the best management practices (BMPs) and site design measures that would be implemented to retain onsite stormwater runoff up to 80 percent average annual capture efficiency, or if not feasible, to provide on -site or offsite treatment control BMPs prior to discharge to waters of the US. Sizing of treatment control BMP(s) shall be b ased on the unmet volume after claiming applicable water quality credits, if appropriate . Proposed BMPs include minimizing impervious surfaces through landscaping; maximizing natural infiltration capacity through infiltration basins, pervious pavements and bioretention planters without underdrains; preserving existing drainage patterns and time of concentration; and incorporating native and/or drought tolerant landscaping. Low Impact Design (LID) BMPS are also proposed to reduce pollutants in storm water discharges. LID BMPs include hydrologic source controls (to be determined at final Project design), infiltration BMPs (i.e., infiltration trenches, bioretention without underdrains, drywells, permeable pavement, and underground infiltration galleries). Therefore, the design of the Proposed Project would result in less than significant impacts on drainage patterns, runoff volume and water quality. The Applicant would also be required to submit a SWPPP, which includes an erosion control plan that prescribes measures, such as phasing of grading, limiting areas of disturbance, designation of restricted -entry zones, diversion of runoff away from disturbed areas, protective measures for sensitive areas, outlet protection, and provisions for revegetation or mulchi ng. The erosion control plan would also include treatment measures to trap sediment once it has been mobilized, including inlet protection, straw bale barriers, straw mulching, straw wattles, silt fencing, check dams, terracing, and siltation or sedimen t ponds. With implementation of these measures during construction, any erosion or siltation impacts would be less than significant. The Property Owner/Developer would construct an adequately sized storm drainage system to convey on-site storm water runoff to existing storm drain facilities and prove that runoff for the site could be fully conveyed by the existing storm drainage system for a minimum 10-year storm event, with drainage basins tributary to the Santa Ana River sized to convey water from a 25-year storm event (City of Anaheim 2004). A preliminary basin capacity analysis performed as part of the Hydrology Report determined that the current basin is adequately sized for the proposed development. A conservative value for the change in surface elevation during the peak 25-year storm event calculates at less than 6” using only the bottom area of the basin and disregarding the side slopes and extended “fingers” of the basin. The basin has a storage capacity of approximately 80,000 cubic feet before fully cresting at the culvert inlet. The basin appears to be sized for back to back storms, which is typical for control structures. Link OC – Anaheim, CA Initial Study - 59 - 56275007.v1 EIR No. 348 identified that water demand from maximum build out in the ACSP area would not deplete groundwater resources. Implementation of the ACSP Project would result in short -term construction-related and long-term operational water quality impacts. However, implementation of mitigation measures and compliance with the standard requirements, including obtaining a National Pollutant Discharge Elimination System (NPDES) permit and preparing a SWPPP reduces these impacts. As identified in EIR No. 348, implementation of the ACSP would not increase the potential flooding compared to the existing conditions. Implementation of the ACSP would not expose people or structures to a significant risk of loss, injury, or death in the case of dam failure, or result in inundation by seiche, tsunami, or mudflow. The Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could n ot have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Link OC – Anaheim, CA Initial Study - 60 - 56275007.v1 X. LAND USE AND PLANNING Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Physically divide an established community?      b) Conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the Project (including, but not limited to the general plan, specific plan or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect?      c) Conflict with any applicable habitat conservation plan or natural community conservation plan?      Narrative Summary: Impacts analyzed in EIR No. 338/No impacts. EIR No. 348 analyzed the land use impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.8. All impacts were determined to be less than significant, with no mitigation measures required. EIR No. 348 evaluated the potential for implementation of the ACSP to physically divide an established community; conflict with any applicable land use plan, policy or regulation with jurisdiction over the Project ; or conflict with any habitat conservation plan or natural community conservation plan, EIR No. 348 identified that no established community would be divided as a result of implementation of the ACSP, and no significant impact is anticipated. The EIR concluded that Project implementation would not conflict with applicable plans adopted for the purpose of avoiding or mitigating an envir onmental effect. EIR No. 348 provided a consistency analysis with all relevant goals and policies identified in the City of Anaheim General Plan, Southern California Association of Governments (SCAG’s) 2008 Regional Comprehensive Plan and SCAG’s 2012 Regional Transportation Plan/Sustainable Communities Strategy. The Proposed Project is also consistent with the general use designation, density, building intensity, and applicable policies of SCAG’s 2016 -2040 Regional Transportation Plan/Sustainable Communities Strategy. Public Resources Code (PRC) Section 21099 defines “transit priority area” to mean an area within one -half mile of an existing or planned major transit stop. A major transit stop is defined by Public Resources Code section 21064.3 to include a site containing an existing rail transit station. The Proposed Project is located within a transit priority area. Pursuant to PRC Section 21099(b)(3), t his Initial Study is required to analyze a Project's potentially significant transportation impacts related to air quality, noise, safety, or any other impact associated with transportation. This Initial Study meets the requirement of this Code as it addresses all topics associated with transportation; See Section III, Air Quality, Section VII, Greenhouse Gas Emissions; Section VIII, Hazards and Hazardous Materials; Section XII, Noise; Section XIV, Public Services; and Section XVI, Transportation/Traffic). For each topic, this Initial Study concluded that the Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. The Anaheim Canyon is developed with urban uses and is not part of any habitat conservation plan; no natural habitat exists within the Project limits. Implementation of the Proposed Project would not conflict with any habitat conservation plans. The Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Link OC – Anaheim, CA Initial Study - 61 - 56275007.v1 XI.MINERAL RESOURCES Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the state?  b) Result in the loss of availability of a locally-important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan?  Narrative Summary: Impacts analyzed in EIR No. 348/No impacts. EIR No. 348 analyzed the mineral resources impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.9. Impacts were determined to be less than significant with no mitigation measures required. EIR No. 348 evaluated the potential for the ACSP to impact the mineral resources in a local and regional context. EIR No. 348 identified that almost the entire ACSP area, including the Project Site, is within Mineral Resource Zone (MRZ)-2, where current information indicates that significant mineral deposits are present or there is a high likelihood of their presence. Additionally, the ACSP area contains Richfield Oil Field; Olive Oil Field; and a number of quarry, sand, gravel, or clay pit and oil and gas wells. However, the regionally significant sectors are already developed with urban uses such as industrial, commercial, and office. These areas are also surrounded by urban development. Therefore, as stated in the Green Element of the General Plan (General Plan for the City of Anaheim, Green Element, City of Anaheim, May 2004), the practical value of mineral resources in the City is already limited, and no substantia l environmental changes are anticipated with Project implementation. The General Plan does not identify any specific goal or policy related to mineral resources. The review of historical aerial photographs and database search results indicated that the ACSP area, including the Project Site, was not utilized for mining operations other than for aggregate materials in the former quarries. As shown in Figure 5.9-1 of EIR No. 348, Mineral Resource Map, the ACSP has three sectors identified as containing mine ral resources of regional significance: Sector D: aggregate-sand and gravel deposits between Orangethorpe Avenue and La Palma Avenue. Sector E: aggregate-sand and gravel deposits at the southwest corner of the intersection of Miraloma Avenue and North Lakeview Avenue. Sector F: aggregate-sand and gravel deposits in the Warner Basin near the intersection of La Palma Avenue and Tustin Avenue. The existing quarry, sand, gravel, or clay pits in the ACSP area do not exist on the Project Site and would be allowed to continue operation under the Proposed Project, and displacement of these uses would not be required. The Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Link OC – Anaheim, CA Initial Study - 62 - 56275007.v1 XII. NOISE Would the Project result in: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies?      b) Exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels?      c) A substantial permanent increase in ambient noise levels in the Project vicinity above levels existing without the Project?      d) A substantial temporary or periodic increase in ambient noise levels in the Project vicinity above levels existing without the Project?      e) For a Project located within an airport land use plan (Los Alamitos Armed Forces Reserve Center or Fullerton Municipal Airport), would the Project expose people residing or working in the Project Site to excessive noise levels?      f) For a Project within the vicinity of a private airstrip, heliport or helistop, would the Project expose people residing or working in the Project Site to excessive noise levels?      Narrative Summary: Impacts analyzed in EIR No. 348/No new impacts. EIR No. 348 analyzed the noise impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.10. EIR No. 348 concluded that after mitigation, impacts would still be significant and unavoidable with respect to temporary construction noise increases (Issue A). After mitigation, impacts would be less than significant with respect to exposing sensitive receptors to strong levels of groundborne vibration and transportation-related noise sources (Issues B and D). Impacts would be less than significant, with no mitigation measures required, with respect to all other issue areas (Is sues C, E and F). EIR No. 348 evaluated the potential noise and vibration impacts associated with buildout of the ACSP. EIR No. 348 determined that construction activities associated with the ACSP would result in temporary noise increases in the vicinity of the ACSP Area, including the Project Site, and have the potential to significantly impact noise-sensitive receptors. Vibration impacts associated with the ACSP may also occur from construction equipment associated with development. The EIR also concluded that buildout of the individual land uses and Projects for implementation of the ACSP, including the Proposed Project, would expose sensitive uses to strong levels of groundborne vibration in areas adjacent to the railroad line, including additional residential units in the vicinity of the Anaheim Canyon Metrolink Station. Future residential uses within the ACSP area would also be exposed to potential noise impacts from traffic and rail activity. Although compliance with Policies 3 to 7 from Goal 1.1 of the General Plan Noise Element would encourage proper site planning to reduce potential noise impacts from transportation sources to noise -sensitive receptors, it cannot be guaranteed that all receptors would comply with the applicable exterior and interio r noise standards and mitigation measures were Link OC – Anaheim, CA Initial Study - 63 - 56275007.v1 identified to reduce these potential impacts. EIR No. 348 concluded that noise-sensitive uses could be exposed to elevated noise levels from stationary sources. However, noise generated by residential or commercial uses as part of the Proposed Project is generally short and intermittent, and these uses are not a substantial source of noise. Through compliance with the City’s Noise Ordinance, stationary-source noise from these types of proposed land uses wo uld not substantially increase the noise environment. EIR No. 348 identified that the closest airport from the edges of the ACSP boundaries is the Fullerton Municipal Airport, approximately 5.5 miles to the northwest. The Kaiser Permanente Anaheim Medical Center Heliport is located within the ACSP boundaries. However, operation of this heliport is sporadic and would not generate substantial amounts of noise to users in the ACSP area. Impacts would be less than significant and no mitigation would be required. MMs N-1, N-3, and N-5 apply to the Proposed Project. MM N-1 requires measures to limit construction-related noise. MM N-3 requires a vibration analysis to demonstrate that the vibration levels from passing trains are below 72 Vibration Decibels (VdB) at the proposed residential apartment units. MM N-5 requires that any new residential use within the ACSP prepare an acoustical analysis to show the development will be sound -attenuated against roadway, aircraft, helicopter, stationary (i.e., nearby industrial, commercial, etc.), and railroad noise sources. In compliance with MMs N-3 and N-5, a Project-specific noise and vibration study (Appendix H, Noise & Vibration Impact Analysis, Vista Environmental, October 7, 2017) was prepared to quantify the construction and operational noise and vibration impacts to sensitive receptors on the Project Site. Proposed Project Construction-Related Vibration Impacts The nearest sensitive receptors to the proposed construction activities consist of workers and guests at the existing Extende d Stay America hotel located as near as 60 feet south of the Lot ‘2’ portion of the Project site. There are also residential apartment units located as near as 100 feet west of both Lot ‘1’ and Lot ‘2’. Neither the Municipal Code nor the General Plan provide a quantifiable vibration threshold for construction act ivities. However, the General Plan EIR utilized a vibration threshold of 0.2 inch per second peak particle velocity (PPV) threshold to determine vibration impacts associated with implementation of the General Plan. The 0.2 inch per second PPV threshold was derived from research performed by Caltrans. Since the 0.2 inch per second PPV threshold is a substantiated threshold that has been utilized by the City, it was also utilized in the analysis of construction vibration impacts for the Proposed Project. The primary source of vibration during construction would be from the operation of a bulldozer. A large bulldozer would create a vibration level of 0.089 inch per second PPV at 25 feet (FTA, 2006). Based on typical propagation rates, the vibration level at the nearest offsite receptors (Extended Stay America) would be 0.03 inch per second PPV. The vibration level at the nearest offsite receptor is within the 0.2 inch per second PPV threshold. Therefore, construction -related vibration impacts would be less than significant. Proposed Project Operations-Related Vibration Impacts The Proposed Project would consist of the operation of 406 apartment units and 5,000 square feet of new retail. The on - going operation of the Proposed Project would not include the operat ion of any known vibration sources that may affect nearby properties. However, the proposed residential apartment building at Lot ‘1’ is located as near as 65 feet from a railroad line and the proposed residential building at Lot ‘2’ is located as near as 80 feet from a railroad line. The ACSP MMRP No. 312 Mitigation Measure N-3 provides a vibration level threshold of 72 VdB to analyze vibration impacts from railroad lines to affected residential uses. Vibration measurements were taken at the nearest portion of both Lot ‘1’ and Lot ‘2’ to the railroad during train pass bys and found that the vibration levels produced by a train pass-by at Lot ‘1’ is 39.1 VdB and at Lot ‘2’ is 45.1 VdB. Both Lot ‘1’ and Lot ‘2’ would be within the 72 VdB vibration impact t hreshold detailed in Mitigation Measure N-3 from the ACSP. Impacts would be less than significant. With the implementation of MMs N-1, N-3, and N-5, impacts would be less than significant. The Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Applicable Mitigation Measures from EIR No. 348/MMRP No. 312 Modifications to the mitigation measures from MMRP No. 312 are shown as strikethrough for deleted text and bold for Link OC – Anaheim, CA Initial Study - 64 - 56275007.v1 new, inserted text. Clarification on Project-specific implementation of a mitigation measure is underlined. N-1: Ongoing during grading, demolition, and construction, the property owner/developer sha ll be responsible for requiring contractors to implement the following measures to limit construction-related noise: Construction activity is limited to the daytime hours between 7 AM to 7 PM, as prescribed in the City’s Municipal Code. All internal combustion engines on construction equipment and trucks are fitted with properly maintained mufflers. Stationary equipment such as generators, air compressors shall be located as far as feasible from nearby noise - sensitive uses. Stockpiling is located as far as feasible from nearby noise-sensitive receptors Construction traffic shall be limited to the haul routes established by the City of Anaheim. N-3: Prior to issuance of building permits, if new vibration-sensitive land uses are located within 200 feet of any railroad line, the property owner/developer shall retain an acoustical engineer to conduct an acoustic analysis that includes a vibration analysis for potential impacts from vibration generated by operation of the rail line. Mixed use buildings shal l be designed to eliminate vibration amplifications due to resonances of floors, walls, and ceilings. The detailed analysis shall be submitted to the Planning Department prior to issuance of building permits and shall show that the vibration levels would b e below 72 VdB, which is Federal Transit Administration’s nighttime criteria to regulate vibration impacts to affected residential uses. The Applicant has satisfied Mitigation Measure N-3 with the preparation of a Noise & Vibration Impact Analysis , which concluded that the vibration levels produced by a train pass-by at Lot ‘1’ is 39.1 VdB and at Lot ‘2’ is 45.1 VdB. Both Lot ‘1’ and Lot ‘2’ would be within the 72 VdB vibration impact threshold detailed in MM N -3, impacts would be less than significant, and no further mitigation is required. N-5: Prior to issuance of a building permit, the property owner/developers shall submit a final acoustical report prepared to the satisfaction of the Planning Director. The report shal l show that the development would be sound-attenuated against present and projected noise levels, including roadway, aircraft, helicopter, stationary sources (e.g., industrial, commercial, etc.), and railroad, to meet City interior standards as follows: a)The report shall demonstrate that the proposed residential design will result in compliance with the 45 dBA CNEL interior noise levels, as required by the California Building Code and California Noise Insulation Standards (Title 24 and 25 of the California Code of Regulations). b)The report shall demonstrate that the Proposed Project residential design shall minimize nighttime awakening from train horns such that interior single-event noise levels are below 81 dBA Lmax. The property owner/developer shall submit the noise mitigation report to the Planning Director for review and approval. Upon approval by the City, the project acoustical design features shall be incorporated into construction of the Proposed Project. The Applicant has satisfied Mitigation Measure N-5 with the preparation of the Noise & Vibration Impact Analysis, which identified Project Design Features (PDFs) NOI-1 and NOI-2 that would sound-attenuate the Proposed Project to City interior standards as required in MM N-5. Project Design Features PDF NOI-1: To address the criteria in MM N-5 a) to reduce the average interior noise levels to a level below the 45dBA CNEL interior noise standard, the property owner/developer will upgrade windows and exterior doors with a minimum Sound Transmission Class (STC) rating of 29 for all units shown in Figure 11, Residential Units with STC 29 and 30 Ratings, and include a note on the plans showing this PDF and Figure 11. With the inclusion of upgraded windows and exterior doors with an STC rating of 29, as shown in Figure 11, future residents would not be exposed to interior noise levels above 45dBA. PDF NOI-2: Link OC – Anaheim, CA Initial Study - 65 - 56275007.v1 To address the criteria in MM N-5 b) to reduce the single event interior train horn noise level to below 81 dBA Lmax, t he property owner/developer will upgrade windows and exterior doors with a minimum Sound Transmission Class (STC) rating of 30 STC for all floors located on the west side of the residential apartment buildings on both Lot ‘1’ and Lot ‘2’, as shown in Figure 11 and include a note on the plans showing this PDF and Figure 11. With the inclusion of upgraded windows and exterior doors with an STC rating of 30, as shown in Figure 11, future residents would not be exposed to significant single event interior train horn noise levels. Figure 11: Residential Units with STC 29 and 30 RatingsEnvironmental Advisors, LLC Hines Link OC Project Initial Study Checklist Link OC – Anaheim, CA Initial Study - 67 - 56275007.v1 This page is intentionally left blank. Link OC – Anaheim, CA Initial Study - 68 - 56275007.v1 XIII. POPULATION AND HOUSING Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Induce substantial population growth in an area, either directly (for example, by proposing new homes and businesses) or indirectly (for example, through extension of roads or other infrastructure)?      b) Displace substantial numbers of existing housing, necessitating the construction of replacement housing elsewhere?      c) Displace substantial numbers of people, necessitating the construction of replacement housing elsewhere?      Narrative Summary: Impacts analyzed in EIR No. 348/No new impacts. EIR No. 348 analyzed the population and housing impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.11. All impacts were determined to be less than significant with no mitigation measures required. EIR No. 348 evaluated the socioeconomic effects of implementation of the ACSP to determine if implementation of the ACSP would induce substantial population growth and/or displace substantial numbers of existing housing or people, necessitating the construction of replacement housing elsewhere. EIR No. 348 concluded that the ACSP, including the Proposed Project , would directly result in population growth in the ACSP area. Under buildout of the ACSP, the number of housing units in the ACSP area would increase from 312 to 2,919 dwelling units, an increase of 2,607 units, or more than 835 percent increase from the existing housing stock. Based on the existing 312 residential units in the ACSP area and assuming an average of 3 residents per unit, the population in ACSP would also increas e by 835 percent from 936 to 7,821 residents. With the increase of over 19 million square feet of non-residential space in the ACSP area, the ACSP would add approximately 38,720 jobs, which represents an increase of approximately 69 percent from the existi ng conditions. The Applicant proposes to construct up to 406 apartment units on two sites and 5,000 square feet of new retail within the larger Anaheim Pacificenter development. As a result, the Proposed Project is within the maximum amount of housing and population growth analyzed in EIR No. 348. The Proposed Project would directly induce population growth through allowing additional residential development and indirectly by allowing additional non-residential development in Anaheim Canyon. Although jobs/housing goals and ratios are advisory only, the American Planning Association (APA) recognizes a balance within the range of 1.3 to 1.7, which EIR No. 348 uses as a guideline. At buildout, the ACSP area would have a ratio of 32.4, representing a significant improvement over the existing jobs/housing ratio of 178.9. However, although the ACSP is higher than recommended by the APA, the ACSP area is not intended as a jobs/housing balanced area, but as a competitive and vital center for research, industry, and commerce that serves not only the City but also the region. Anaheim Canyon is envisioned as a regional job center with available infrastructure for growth and would facilitate future job growth at strate gic points along the commuter rail, transit systems, and freeway corridors. EIR No. 348 concluded that these regional growth implications are consistent with 2012 SCAG RTP/SCS strategies in compliance with SB 375. SCAG has since adopted the 2016 RTP/SCS; therefore, an assessment of the Proposed Project’s consistency with the pertinent 2016 SCAG RTP/SCS goals is presented below in Table H. This analysis demonstrates the Proposed Project would be consistent with the applicable RTP/SCS goals. The Project is also consistent with the general use designation, dens ity, and building intensity assumptions for the Project Site as detailed in the 2016 RTP/SCS. The Transportation Analysis Zone level data in the 2016 RTP/SCS assumes a High Quality Transit Area (“HQTA”) at the Project Site (2016 RTP/SCS, SCS Background Link OC – Anaheim, CA Initial Study - 69 - 56275007.v1 Documentation, Exhibits 23-24). HQTAs are a concept that was developed in the 2012 RTP/SCS and allows for more future growth within HQTAs (RTP/SCS, SCS Background Documentation, 5). The 2016 RTP/SCS assumes that HQTAs will include higher density, multifamily housing (2016 RTP/SCS 74). In particular, the 2016 RTP/SCS Projects that HQTAs will account for only three percent of regional total land, but will accommodate 46 percent and 55 percent of future household and employment growth respectively between 2012 and 2040 (2016 RTP/SCS 75). The Proposed Project is a multifamily, mixed use residential Project, located proximate to regional transit and is therefore consistent with the general use designation, density, and building intensity assumptions in the 2016 RTP/SCS. Additionally, the general land use designation, density, and building intensity assumptions for the Project Site are generally the same as those included in the 2012 and 2016 RTP/SCS, which designated the Project Site as an HQTA (2012 RTP/SCS, Background Documentation, Exhibit 36.). Table H – Consistency with SCAG’s 2016 Regional Transportation Plan / Sustainable Communities Strategy Goals RTP Goals Project Compliance 1. Align the plan investments and policies with improving regional economic development and competitiveness. Consistent: Fostering economic growth and development is the overarching objective of the ACSP. The ACSP intends to create and update its unique economic identity and become the leading innovation center for Southern California. The Proposed Project would provide housing opportunities within the ACSP area, which is crucial to achieving this goal. 2. Maximize mobility and accessibility for all people and goods in the region. 3. Ensure travel safety and reliability for all people and goods in the region. 4. Preserve and ensure a sustainable regional transportation system. 5. Maximize the productivity of our transportation system. Consistent: The Proposed Project is located within the DA-3 Transit -Oriented Area of the ACSP. The Transit - Oriented Area provides a location for the development of a high quality, pedestrian- and bicycle friendly mixed-use district, which will take full advantage of the Metrolink Station and convenient access to the reg ional freeway network. 6. Protect the environment and health of our residents by improving air quality and encouraging active transportation (e.g., bicycling and walking). Consistent: The Proposed Project will allow more residential units near jobs to reduce vehicle miles traveled. The Proposed Project would also create pedestrian-friendly walking environment through improvements that include landscaping, pedestrian pathways and crosswalks, and a shared use bicycle and pedestrian path serving the Project Site and the Metrolink station. 7. Actively encourage and create incentives for energy efficiency, where possible. Consistent: All applicant-provided appliances for the Proposed Project would be Energy Star appliances (dishwashers, refrigerators, clothes washers, and dryers). Installation of Energy Star appliances shall be verified by the Building Division prior to issuance of a Certificate of Occupancy. 8. Encourage land use and growth patterns that facilitate transit and active transportation. Consistent: See Response to Goal 6 above. In addition, the County’s jobs/housing ratio is balanced with and without the ACSP with a ratio of 1.54 at buildout with Project implementation. Therefore, although the Proposed Project would result in direct and indirect growth in the area, this growth would be consistent with what was analyzed in EIR No 348 for the ACSP. Additionally, the ACSP would be consistent with SCAG’s growth management policies that aim to better coordinate infrastructure development with projected population, housing, and employment growth. Therefore, no significant impact is anticipated. EIR No. 348 also concluded that ACSP implementation would not result in displacement of housing or people. As part of the Proposed Project, no existing housing or people would be displaced, necessitating the construction of replacement housing elsewhere. Therefore, no impacts would occur. As the Proposed Project is within projected buildout numbers for residentia l and non-residential square footage for the ACSP, the Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. Link OC – Anaheim, CA Initial Study - 70 - 56275007.v1 The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Link OC – Anaheim, CA Initial Study - 71 - 56275007.v1 XIV. PUBLIC SERVICES Would the Project result in substantial adverse physical Impacts associated with the provision of new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact Fire protection?      Police protection?      Schools?      Parks?      Other public facilities?      Narrative Summary: Impacts analyzed in EIR No. 348/No new impacts. EIR No. 348 analyzed the impacts on public services related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.12. All impacts were determined to be less than significant with no mitigation measures required. EIR No. 348 evaluated whether implementation of the ACSP would result in substantial adverse physical impacts associated with the provisions of new or physically altered governmental facilities or the need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for fire protection, police protection, schools, pa rk or other public facilities servicing the ACSP area. EIR No. 348 concluded that development of the Project Site would result in additional structures and population in the Anaheim Fire and Rescue service boundaries, thereby increasing the demands for fire protection facilities and personnel . However, compliance with the applicable fire and building codes and the increase tax revenues from the ACSP would ensure that implementation of ACSP would not result in significant impact to fire protection services. The Proposed Project is within the maximum amount of development analyzed in EIR No. 348, therefore, the Proposed Project would not result in significant impacts to fire protection services. EIR No. 348 determined that implementation of the ACSP would introduce new structures and population into the Anahe im Police Department service boundaries, thereby increasing the requirement for police protection facilities. However, impacts to police services are anticipated to be adequately funded by an increase in tax revenues, over an extended period of time, relative to the increase in development intensity. Moreover, the Proposed Project would be developed applying the principles of Crime Prevention Through Environmental Design (CPTED), utilizing site design, building design, lighting, landscaping and line of sight/natural surveillance techniques to deter crime. Implementation of CPTED concepts in conjunction with additional facilities and personnel funded by an increase in tax revenue would reduce impacts related to police services to a less than significant le vel. The Applicant shall file Emergency Listing Card, Form APD-281 with the Police Department, provide a comprehensive security alarm system, complete a Burglary/Robbery Alarm Permit application, provide an electronic access system to the Police Department for any gates, add rooftop address numbers, add “No Trespassing” signs to the entrances to the parking structures, ensure monument signs are well lighted, and ensure there is adequate lighting of parking lots, parking structures, circulation areas, aisles, passageways, recesses, and grounds contiguous to buildings. EIR No. 348 determined that implementation of the ACSP would generate new students and create additional school facilities demands. The existing school facilities are not adequate to serve the new residential development associated with the Proposed Project. However, the increased demands for additional school facilities would be accommodated through the payment of development fees and impacts would be less than significant. EIR No. 348 determined that implementation of the ACSP, including the Proposed Project, would further exacerbate Link OC – Anaheim, CA Initial Study - 72 - 56275007.v1 impacts to library services. However, these impacts are anticipated to be adequately funded by an increase in tax revenue, over an extended period of time, relative to the increase in development intensity. Implementation of the ACSP , including the Proposed Project, would also increase the service needs for local day care facilities; however, these facilities are considered private non-residential uses and are a permitted primary use in the DA-4 and DA-5 and conditionally permitted in DA-1, DA-2, and DA-3. Implementation of the Proposed Project would not result in any adverse impact to local day care facilities, nor long-lasting, adverse physical impacts associated with providing adequate day care services. The Proposed Project is within the maximum amount of development analyzed in EIR No. 348 and would not result in any impacts beyond those identified in the previously certified EIR No. 348. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Link OC – Anaheim, CA Initial Study - 73 - 56275007.v1 XV. RECREATION Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated?      b) Include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment?      Narrative Summary: Impacts analyzed in EIR No. 348/No new impacts. EIR No. 348 analyzed the impacts on parks and recreational services related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.13. Impacts were determined to be less than significant with no mitigation measures required. EIR No. 348 evaluated whether implementation of the ACSP would result in the increased use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated. EIR No. 348 also evaluated whether implementation of the ACSP would result in the provision of recreational facilities or require the construction or expansion of recreational facilities that might have an adverse physical effect on the environment. EIR No. 348 determined that implementation of the ACSP, including the Proposed Project, would increase demands on existing parks and recreational facilities but would not result in adverse physical environmental impacts. The additional residents and employees in the City wou ld create the need for additional passive and active recreational amenities and accelerate the normal wear and tear on existing park facilities. Although the ACSP area does not contain any city or regional parks, there are a number of groundwater recharge basins owned by Orange County Water District (OCWD), which are designated as DA-6 Open Space/Water Area in the ACSP. In addition to the groundwater recharge activities, implementation of the ACSP would encourage the creation of bicycle and pedestrian trials that link Anaheim Canyon to surrounding neighborhoods and the Santa Ana River Trail system. The ACSP has also identified other potential open space improvements. Provision of open space in the ACSP would not result in adverse physical impact to the envir onment and with on-going coordination with OCWD to provide more open space and improve connectivity with the trail system; impacts related to recreation would be reduced to a less than significant level. The Proposed Project will result in the construction of up to 406 apartment units on two sites. Site amenities feature both active and passive open space areas including pools, spas, fitness areas, clubhouses, courtyards, plazas, private patios and balconies, a dog park, and landscaped areas. Residential de velopment in the DA-3 Transit-Oriented Area is required to provide recreational-leisure areas pursuant to Municipal Code Section 18.32.090 Recreational-Leisure Areas, and pay park impact fees pursuant to the Quimby Act . As part of the Proposed Project, the Applicant would construct a lighted, shared, multi-purpose path for both pedestrians and cyclists from the Metrolink platform, north to La Palma Avenue (portion of Bike ID 20), and east to Tustin Avenue (portion of Bike ID 12). The Proposed Project would include a right -of-way (ROW) dedication along the south side of La Palma Avenue that ranges from 17 feet to 10 feet to incorporate a street widening adjacent to the railroad ROW and a proposed multi-use bike/pedestrian path (Bike ID 19). Connectivity to the Metrolink Platform would facilitate access to a proposed Metrolink Side Trail that would lead south to the Santa Ana River Trail and north to a proposed Class I bike facility on La Palma Avenue and Class II bike facility on Tustin Avenue. As the Proposed Project is within projected buildout numbers for residential and non-residential square footage for the ACSP, the Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Link OC – Anaheim, CA Initial Study - 74 - 56275007.v1 XVI. TRANSPORTATION / TRAFFIC Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Conflict with an applicable plan, ordinance or policy establishing measures of effectiveness for the performance of the circulation system, taking into account all modes of transportation including mass transit and non-motorized travel and relevant components of the circulation system, including but not limit ed to intersections, streets, highways and freeways, pedestrian and bicycle paths, and mass transit?      b) Conflict with an applicable congestion management program, including, but not limited to level of service standards and travel demand measures, or other standards established by the county congestion management agency for designated roads or highways?      c) Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location those results in substantial safety risks?      d) Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses?      e) Result in inadequate emergency access?      f) Conflict with adopted policies, plans, or programs regarding public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance or safety of such facilities?      Narrative Summary: Impacts analyzed in EIR No. 348/No new impacts. EIR No. 348 analyzed the transportation and traffic impacts related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.14. EIR No. 348 concluded that after mitigation, significant and unavoidable impacts would still occur with respect to freeway facilities as well as intersection peak hour impacts and roadway segment impacts under Existing 2013 Plus Pro ject and Forecast Year 2040 General Plan Buildout Plus Project (Issues A and B). All other impacts would be less than significant with no mitigation measures required. EIR No. 348 concluded that implementation of the ACSP would result in significant impacts to intersections in the peak hour and roadway segments under the Existing 2013 Plus Project scenario. Due to right -of-way constraints, many identified improvements are not feasible. EIR No. 348 proposed mitigation to improve intersection #42 Tustin Ave/Pacificenter Drive with the addition of a second northbound lane and a second eastbound right -turn lane. Due to right-of-way constraints, this capacity improvement is not feasible. Therefore, impacts would remain significant and unavoidable. The Anahe im City Council adopted a Statement of Overriding Considerations with regard to these potential impacts. EIR No. 348 determined that implementation of the ACSP would result in potentially significant traffic impacts to freeway facilities for Existing 2013 Plus Project scenario AM and PM peak hour levels of service. Out of the 11 study locations, only one location is projected to have a worse LOS than the existing condition; however, the off-ramp is under the jurisdiction of Link OC – Anaheim, CA Initial Study - 75 - 56275007.v1 Caltrans. Therefore, the City of Anaheim cannot guarantee the implementation of this improvement and it may not be feasible. Therefore, impacts would remain significant and unavoidable. The Anaheim City Council adopted a Statement of Overriding Considerations with regard to this potential impact. MMRP No. 312 MM T-5 requires all projects forecast to generate 100 or more peak-hour trips to prepare a traffic improvement phasing analysis to identify when the improvements identified in the EIR No. 348 Traffic Impact Study shall be designed and constructed (Appendix G of EIR No. 348). Therefore, a Traffic Impact Analysis (TIA) (Appendix I, Traffic Impact Analysis, LSA, October 2017) was prepared for the Proposed Project to identify potential traffic and circulation impacts associated with the Proposed Project and address the timeline for phasing planned circulation improvements. The Proposed Project is expected to generate 2,839 new daily trips, 195 a.m. peak -hour trips (22 inbound and 173 outbound), and 246 p.m. peak-hour trips (175 inbound and 71 outbound). The following describes impacts for the Existing ‘Plus Project’ scenarios as they relate to implementation of the Proposed Project. Existing 2013 Plus Project The TIA prepared for the Proposed Project found that all study area intersections are anticipated to operate at an acceptable Level of Service (LOS) (i.e., LOS D or better) in the a.m. and p.m. peak hours with implementation of the Proposed Project (with legal turn movements at the unsignalized intersection of Tustin Avenue/Jefferson Street). The TIA also found that all study area roadway segments would operate at an acceptable LOS (i.e., LOS C or better) for daily traffic volumes, with the exception of Tustin Avenue between La Palma Avenue and SR-91. This roadway segment operates at an LOS D when considering daily traffic volumes in the existing condition and would operate with an LOS E when considering daily traffic volumes in the Existing Plus Project condition. According to the City’s standards, roadway segments that exceed daily traffic thresholds are also analyzed during the peak commute hours. The TIA analyzed the peak-hour link volumes and found that this roadway segment operates with an acceptable LOS during the critical peak hours. Future (2022) Plus Project Traffic generated by the Proposed Project was added to the future (2022) traffic volumes at each study area intersection and roadway segment. The TIA determined that all study area intersections are anticipated to operate at an acceptable LOS (i.e., LOS D or better) in the a.m. and p.m. peak hours with implementation of the Proposed Project (with legal turn movements at the unsignalized intersection of Tustin Avenue/Jefferson Street). The TIA also found that all study area roadway segments would operate at an acceptable LOS (i.e., LOS C or better) for daily traffic volumes, with the exception of Tustin Avenue between La Palma Avenue and SR-91. This roadway segment would operate at an LOS E when considering daily traffic volumes under both Future (2022) and Future (2022) Plus Project conditions. However, the TIA analyzed the peak-hour link volumes and found that this roadway segment operates with an acceptable LOS during the critical peak hours. The TIA analyzed impacts on two Congestion Management Program (CMP) intersections: the eastbound and westbound ramps of Tustin Avenue and SR-91. The Orange County CMP stipulates the requirements for maintaining LOS E at CMP intersections. The TIA found that LOS E or better is anticipated at the CMP intersections. The TIA considered the operation of each intersection in isolation from all other intersections in the roadway network. The roadway segment of Tustin Avenue between La Palma Avenue and SR -91 is the highest volume roadway in the City and has four signalized intersections within 1,985 feet (0.37 mile). In analyzing each intersection, the TIA found that localized congestion can occur due to interaction between adjacent traffic signals a nd queueing. Because the Tustin Avenue/Pacificenter Drive intersection is in the middle of this segment, congestion here affects progression along the corridor. The traffic analysis for the ACSP stated that the buildout of the Specific Plan would have a significant impact at the intersection of Tustin Avenue/Pacificenter Drive and recommended two improvements at that location (i.e., adding a second northbound left-turn lane and a second eastbound right -turn lane). Analysis of this intersection for the Proposed Project in the TIA did not indicate a significant impact on the intersection. However, operational analysis of queuing at this intersection and progression along Tustin Avenue indicated that a second northbound left -turn lane would be beneficial at the time of Project opening. . In order to improve the operation of Tustin Avenue/La Palma Avenue and progression along Tustin Avenue, the TIA recommended two improvements: to provide northbound left turns out of the Site onto La Palma Avenue from Pacificenter Drive, and to add second northbound left -turn lane and altering signal phasing on Tustin Avenue at Pacificenter Drive to provide a lagging northbound left-turn phase. The Property Owner/Developer will implement these operational improvements as part of the Proposed Project to improve the flow of vehicles into and around the Project Site. Link OC – Anaheim, CA Initial Study - 76 - 56275007.v1 The TIA found that the Proposed Project would not impact Orange County CMP intersections, would not degrade Caltrans facilities from the baseline conditions, and that existing turn poc kets along Pacificenter Drive are sufficient to accommodate anticipated queueing with the Project. Hazards to air traffic patterns. The EIR No. 348 determined that implementation of the ACSP , including the Proposed Project, would not result in hazardous condition to air traffic patterns. Hazards due to design feature or conflicting use. The EIR No. 348 determined that implementation of the ACSP , including the Proposed Project, would not substantially increase hazards due to a design feature (sharp curve s, etc.) or conflicting uses. The Proposed Project incorporates a multi-modal Complete Street design into the circulation plan for the Project. Complete Streets are streets that are designed and operated to enable safe access for all users, including pede strians, bicyclists, motorists, and transit riders of all ages and abilities. The refore, no significant impacts are anticipated. Inadequate emergency access. The EIR No. 348 determined that implementation of the ACSP would not result in inadequate emergency access. Development would occur incrementally over a 20-year period and each individual development Project, including the Proposed Project, would be required to provide appropriate fire and emergency access, approved by the Anaheim Fire and Rescue (AF&R). All vehicle access within the Project Site would be designed and improved in accordance with the requirements of the City Engineer and Caltrans, including temporary construction related access, prior to the issuance of building permits. Therefore, less than significant impacts to emergency access are anticipated. Adopted policies, plans, and programs for alternative transportation. EIR No. 348 determined that implementation of the ACSP would comply with adopted policies, plans, and programs for alternative transportation, including Orange County Transportation Authority’s (OCTA)’s Congestion Management Plan and the RTP/SCS. The Proposed Project would create a pedestrian-friendly walking environment through a complete sidewalk network and enhance bicycle facilities. Through such complete streets strategies and allowing additional residential units near transit center, the Proposed Project would address regional mobility to reduce vehicle miles traveled (VMT), consistent with RTP/SCS policies. Conclusion With implementation of applicable mitigation measures from the MMRP No. 312, Project impacts would be less than significant. The Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Applicable Mitigation Measures from EIR No. 348/MMRP No. 312 Modifications to the mitigation measures from MMRP No. 312 are shown as strikethrough for deleted text and bold for new, inserted text. Clarification on Project-specific implementation of a mitigation measure is underlined. T-4 Prior to issuance of the first building permit for each building, the property owner/developer shall pay all applicable transportation impact fees to the City of Anaheim in amounts determined by the City Council Resolution in effect at the time of issuance of the building permit with credit given for City-authorized improvements provided by the property owner/developer; and participate in all applicable reimbursement or benefit districts which have been es tablished. T-5: Prior to issuance of building permits for any Project forecast to generate 100 or more peak hour trips, as determined by the City Traffic and Transportation Manager utilizing Anaheim Traffic Analysis Model Trip Generation Rates, the propert y owner/developer shall submit to the City Traffic and Transportation Manager traffic improvement phasing analyses to identify when the improvements identified in the Anaheim Canyon Specific Plan EIR Traffic Impact Study, Iteris, September 2014 (Appendix G of the EIR No. 348) shall be designed and constructed. a) The traffic improvement phasing analyses will specify the timing, funding, construction and fair -share responsibilities for all traffic improvements necessary to maintain satisfactory levels of servic e within the City of Anaheim and surrounding jurisdictions, as defined by the City’s General Plan, based on thresholds of significance, performance standards and methodologies utilized in EIR No. 348, Orange County Congestion Management Program and established in City of Anaheim Traffic Study Guidelines. b) The property owner/developer shall construct, bond for or enter into a funding agreement for necessary circulation system improvements, as determined by the City Traffic and Transportation Manager. At minimum, fair -share Link OC – Anaheim, CA Initial Study - 77 - 56275007.v1 calculations shall include intersection improvements, rights-of-way, and construction costs, unless alternative funding sources have been identified to help pay for the improvement. The Applicant has prepared a Traffic Impact Analysis satisfying the requirement of Mitigation Measure T -5 to submit a traffic improvement phasing analysis. Intersections analyzed in the Anaheim Canyon Specific Plan EIR Traffic Impact Study, Iteris, September 2014 (Appendix G of the EIR No. 348) within the study area for the Proposed Project included: Miller Street/La Palma Avenue (#33), Grove Street/La Palma Avenue (#36), Tustin Avenue/Miraloma Avenue (#39), Tustin Avenue/Jefferson Street (#40), Tustin Avenue/La Palma Avenue (#41), Tustin Avenue/Pacificenter Drive (#42), Tustin Avenue/SR-91 westbound ramps (#43), Tustin Avenue/SR-91 eastbound ramps (#44), and Pacificenter Drive/La Palma Avenue (#46). The Traffic Impact Analysis analyzed these intersections without planned or recommended traffic improvements and determined that the Proposed Project would not result in a significant traffic impact at any of the studied intersections based on thresholds of significance, performance standards and methodologies utilized in EIR No. 348, Orange County Congestion Management Program and established in City of Anaheim Traffic Study Guidelines. Furthermore, the Traffic Impact Analysis determined that the studied intersections would maintain satisfactory levels of service, as defined b y the City’s General Plan, in the Proposed Project’s opening year with implementation of the P roposed Project. Therefore, planned and recommended traffic improvements would not need to be constructed prior to construction of the Proposed Project and the Proposed Project does not have a fair-share responsibility for any planned or recommended traffi c improvements. However, the Traffic Impact Analysis recommended operational improvements at the Proposed Project access intersections that will be constructed as part of the Proposed Project. One of these operational improvements is the addition of a sec ond northbound left -turn lane at Tustin Avenue/Pacificenter Drive (#42), which was a traffic improvement recommended by the Anaheim Canyon Specific Plan EIR Traffic Impact Study, Iteris, September 2014 (Appendix G of the EIR No. 348). Link OC – Anaheim, CA Initial Study - 78 - 56275007.v1 XVII. UTILITIES AND SERVICE SYSTEMS Would the Project: Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board?      b) Require or result in the construction of new water or wastewater treatment facilities (including sewer (waste water) collection facilities) or expansion of existing facilities, the construction of which could cause significant environmental effects?      c) Require or result in the construction of new storm water drainage facilities or expansion of existing facilities, the construction of which could cause significant environmental effects?      d) Have sufficient water supplies available to serve the Project (including large-scale developments as defined by Public Resources Code § 21151.9 and described in Question No. 20 of the City’s Environmental Information Form) from existing entitlements and resources, or are new or expanded entitlements needed?      e) Result in a determination by the wastewater treatment provider which serves or may serve the Project that it has adequate capacity to serve the Project's Projected demand in addition to the provider's existing commitments?      f) Be served by a landfill with sufficient permitted capacity to accommodate the Project's solid waste disposal needs?      g) Comply with Federal, State, and local statutes and regulations related to solid waste?      h) Result in a need for new systems or supplies, or substantial alterations related to electricity?      i) Result in a need for new systems or supplies, or substantial alterations related to natural gas?      j) Result in a need for new systems or supplies, or substantial alterations related to telephone service?      k) Result in a need for new systems or supplies, or substantial alterations related to television service/reception?      Link OC – Anaheim, CA Initial Study - 79 - 56275007.v1 Narrative Summary: Impacts analyzed in EIR No. 348/No new impacts. SEIR No. 348 analyzed the impacts to utilities and service systems related to the implementation of the ACSP. Refer to EIR No. 348, Section 5.15. EIR No. 348 concluded that all impacts would be less than significant, with no mitigation measures required, with the exception of impacts on existing sewer facilities (Issue B). However, with implementation of mitigation measures, impacts to sewer facilities would be reduced to less than significant. EIR No. 348 analyzed the following: potential for implementation of the ACSP to exceed wastewater treatment requirements; need for construction of new water or wastewater treatment facilities or expansion of existing facilities, the construction of which could cause significant environmental effects; and/or result in a determination by the wastewater treatment provider that it has inadequate capacity to serve the ACSP’s projected demand in addition to the provider's existing commitments. EIR No. 348 concluded that implementation of the ACSP would not result in exceedance of the treatment capacity at Orange County Sanitation treatment plant, requiring construction of new or expanded wastewater treatment facilities. However, some of the City’s existing sewer collection facilities are projected to be inadequate to handle the projected increase in flow from implementation of the ACSP. As required by MM USS-1, individual projects require Project-specific analysis during final design to evaluate sewer capacities. The Sewer Study prepared for the Proposed Project (Appendix J, Sewer Study, Psomas, February 6, 2018) determined that the existing condition plus the Proposed Project produced no deficiencies in the downstream sewer collection system. The Sewer Study determined that future condition plus the Proposed Project would create deficiencies in the downstream La Palma Avenue sewer as well as a few in Kraemer Boulevard. However, all of the deficiencies are already present in the buildout of the ACSP Sewer Study, and the Proposed Project would not create any additional downstream sewer deficiencies that were not already identified in the Buildout Condition in the ACSP Sewer Study. As the project, by itself, would not contribute to sewer deficiencies when added to existing flows in the downstream collection system, no additional sewer system improvements would be required for the Proposed Project. However, while the impact of the Proposed Project does not result in an offsite sewer improvement, sewer impact fees would be assessed for the incremental impact of the additional flow contributed from the Proposed Project to cover the Project’s fair share of Buildout Condition sewer improvements. For regional impacts to Orange County Sanitation District (OCSD) facilities, the Proposed Project would pay capital Facilities fee charges to the OCSD. Costs for installing and upgrading City of Anaheim sewers are paid from sewer service fees, and onsite improvements would be implemented incrementally. Thus, payment of OCSD and City sewer fees would reduce cumulative impacts to sewers to a less than significant level. MM USS-2 requires that prior to approval of sanitary sewer connections, the Applicant shall install the sanitary sewer facilities, as required by the City Engineer, to prevent the sewer surcharge in the public system from back-flowing into below-grade structures of the Proposed Project based upon the latest updated sewer study for the ACSP . As determined by the Sewer Study, no additional sewer system improvements would be required for the Proposed Project. Sewer facilities are included as part of the Proposed Project as shown Figure 12a and 12b, Conceptual Utility Plan. MM USS-3 requires that prior to the approval of any street improvement plans that encompass area(s) where OCSD would be upsizing trunk lines and/or are making other improvements, the Applicant shall coordinate with OCSD to ensure that backflow prevention devices are installed at the lateral connections to prevent surcharge flow from entering private properties. As determined by the Sewer Study, no additional sewer system improvements would be required for the Proposed Project, and therefore, this mitigation measure would not apply to the Proposed Project. With the implementation of mitigation measures identified in the EIR No. 348, impacts associated with sewer capacity would be less than significant. EIR No. 348 determined that adequate water facilities are provided within the ACSP area and that the ACSP area would be served by sufficient water supplies without procurement of additional water entitlements. The Water Supply Assessment for the ACSP evaluated the additional water demands based on buildout of the ACSP, and determined that a sufficient and reliable water supply for the ACSP Project would be prov ided. As the Proposed Project represents approximately 16 percent of the residential buildout of the ACSP and less than one percent of the non -residential buildout, the Proposed Project is within the maximum amount of development analyzed in EIR No. 348, and therefore, would also be served by sufficient water supplies. EIR No. 348 determined that existing solid waste facilities would be able to accommodate ACSP -generated solid waste and comply with related solid waste regulations. The Proposed Project is within the maximum amount of development analyzed in EIR No. 348, and therefore, would also be accommodated by existing solid waste facilities. EIR No. 348 also determined that the ACSP area, including the Proposed Project, would be served by adequate gas and electrical service. Link OC – Anaheim, CA Initial Study - 80 - 56275007.v1 With implementation of MMs USS-1, USS-2, and USS-3, the Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348 . The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time th at EIR No. 348 was certified, that would require major revisions to EIR No. 348. Applicable Mitigation Measures from EIR No. 348/MMRP No. 312 USS-1: Prior to issuance of demolition, grading, or building permits, whichever occurs first, the property owner/developer shall submit plans to the City Engineer for review. The City Engineer shall review the location of each project to determine if it is an area served by potentially deficient sewer facilities, as identified in the latest updated sewer study for the ACSP. If the project will increase sewer flows beyond those programmed in the appropriate master plan sewer study for the area or if the project currently discharges to an existing deficient sewer system or will create a deficiency in an existing sewer line, the property owner/developer shall perform additional sewer analysis using flow, wet -weather data, and other information specific for the project to determine the surcharge levels for final design. The property owner/developer shall be required to guarantee mitigation of the impact to adequately serve the area to the satisfaction of the City Engineer and City Attorney’s Office, which could include additional related fees, construction, or a combination thereof. The Applicant has satisfied MM USS-1 with the completion of the Sewer Study, Appendix J, Psomas, February 6, 2018). The Sewer Study concluded that Proposed Project would not create any additional downstream sewer deficiencies that were not already identified in the Buildout Condition in the ACSP Sewer Study. USS-2: Prior to approval of sanitary sewer connections for each development Project, the property owner/developer shall be required to install the sanitary sewer facilities, as required by the City Engineer, to prevent the sewer surcharge in the pu blic system from back-flowing into below-grade structures of the proposed development based upon the latest updated sewer study for the ACSP. Where requested by the City Engineer, sewer improvements shall be constructed with larger than recommended diameter to maintain the surcharge levels within the pipe, and the invert elevation of sewer laterals shall be located above the hydraulic grade line elevation of the surcharge levels when the invert elevation of sewer laterals are above the pipe crown. The Applicant has satisfied MM USS-2. As determined by the Sewer Study, no additional sewer system improvements would be required for the Proposed Project. USS-3: Prior to the approval of any street improvement plans within the ACSP that encompass area(s) where Orange County Sanitation District (OCSD) would be upsizing trunk lines and/or are making other improvements, the property owner/developer shall coordinate with OCSD to ensure that backflow prevention devices are installed at the lateral connections to prevent surcharge flow from entering private properties. Proof of such coordination, such as a letter from OCSD affirming review of proposed plans, shall be provided by the property owner/developer to the City prior to approval of the street improvement plans. The Applicant has satisfied MM USS-3. As determined by the Sewer Study, no additional sewer system improvements would be required for the Proposed Project. Figure 12a: Conceptual Utility Plan - Site AEnvironmental Advisors, LLC Hines Link OC Project Initial Study Checklist Link OC – Anaheim, CA Initial Study - 82 - 56275007.v1 This page is intentionally left blank. 'JHVSFC$PODFQUVBM6UJMJUZ1MBO4JUF#&OWJSPONFOUBM"EWJTPST --$ )JOFT-JOL0$1SPKFDU *OJUJBM4UVEZ$IFDLMJTU Link OC – Anaheim, CA Initial Study - 84 - 56275007.v1 This page is intentionally left blank. Link OC – Anaheim, CA Initial Study - 85 - 56275007.v1 XVIII. MANDATORY FINDINGS OF SIGNIFICANCE Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact Impacts analyzed in EIR No. 348 No New Impact No Impact a) Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory?      b) Does the project have Impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects)?      c) Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly?      Narrative Summary: Impacts analyzed in EIR No. 348/No new impacts. EIR No. 348 analyzed the Project’s impacts related to the implementation of the ACSP. The Proposed Project would not result in any impacts beyond those identified in the previously certified EIR No. 348. Impacts are addressed by mitigation measures set forth in MMRP No. 312, and applicable mitigation measures are included in this Initial Study. For impacts that remain significant, unavoidable and adverse after mitigation measures are applied, th e Anaheim City Council has adopted a Statement of Overriding Considerations with regard to the se potential impacts. The Proposed Project contains no substantial changes to the implementation of the ACSP, there have been no substantial changes in circumstances, and no new information has become available, which was not known and could not have been known, at the time that EIR No. 348 was certified, that would require major revisions to EIR No. 348. Link OC – Anaheim, CA Initial Study - 86 - 56275007.v1 References Anaheim (City of). General Plan. May 2004. Fuscoe Engineering. Hydrology Report: Pacific Center. August 2017. Fuscoe Engineering. Preliminary Water Quality Management Plan (WQMP): Pacific Center. August 3, 2017. Gabion Real Estate Advisors. Phase I Environmental Site Assessment: Pacific Center. September 8, 2016. LSA. Traffic Impact Analysis: Link OC. October 2017 LSA. Link OC Shared Parking Analysis. February 7, 2018. MIG. Anaheim Canyon Specific Plan. City of Anaheim. Adopted January 2016. NOVA. Report, Preliminary Geotechnical Investigation, Proposed Pacific Center Development. February 2017, Rev. July 20, 2017. PlaceWorks. Anaheim Canyon Specific Plan EIR. City of Anaheim. August 2015. Psomas. Sewer Study-1065 N. Pacificenter Drive. April 5, 2017, Rev. February 6, 2018. South Coast Air Quality Management District. Localized Significance Threshold Methodology. July, 2008. Revised October, 2009. Southern California Association of Governments. Regional Transportation Plan/Sustainable Communities Strategy. April 2016. The Planning Center | DC&E. Phase 0 Site Assessment. January 2014. Vista Environmental. Health Risk Assessment & Odor Analysis: Link OC Project. January 5 2018. Vista Environmental. Hines OC Link Apartments Project Air Quality Technical Memorandum. February 2, 2018. Vista Environmental. Noise & Vibration Impact Analysis: Link OC Project. October 7, 2017. Appendix A – Shared Parking Analysis BERKELEY CARLSBAD FRESNO IRVINE LOS ANGELES PALM SPRINGS POINT RICHMOND RIVERSIDE ROSEVILLE SAN LUIS OBISPO 20 Executive Park, Suite 200, Irvine, California 92614 949.553.0666 www.lsa.net February 7, 2018 Scott Peterson Hines 4000 MacArthur Boulevard, Suite 110 Newport Beach, CA 92660 Subject: Link OC Shared Parking Analysis Dear Mr. Peterson: LSA is pleased to submit this analysis of shared parking for the Link OC project (project) at the PacifiCenter in Anaheim. The PacifiCenter site is at the southwest corner of Tustin Avenue/La Palma Avenue in the Canyon district of the City of Anaheim (City). The PacifiCenter consists of 25.71 acres bounded by La Palma Avenue, Tustin Avenue, the State Route 91 westbound on-ramp, and BNSF Railway railroad tracks. The Anaheim Canyon Metrolink station is within the PacifiCenter site. Vehicular access to the site is provided via signalized intersections at Tustin Avenue/PacifiCenter Drive and PacifiCenter Drive/East La Palma Avenue. This site is the parcel described in the PacifiCenter Anaheim Specific Plan 88-3. In January 2016, the City rescinded the PacifiCenter Specific Plan and adopted the Anaheim Canyon Specific Plan in its place. The PacifiCenter is in Development Area 3 (Transit Oriented Area) of the Anaheim Canyon Specific Plan. The Anaheim Canyon Specific Plan does not change the City’s parking standards for residential or nonresidential land uses in the specific plan area. Parking and loading provisions in Anaheim Municipal Code (AMC) Section 18.32.100 for projects in a Mixed-Use Overlay zone apply to this project. Figure 1 (all figures are provided in Attachment A) illustrates the existing PacifiCenter site. The PacifiCenter encompasses nine buildings under separate ownership (two fast-food restaurants with drive-throughs, three mixed-use commercial buildings, a big-box retail building, a hotel, an office/industrial building, and an office tower). In total, the site has approximately 250,000 square feet (sf) of commercial use and a 116-room hotel. These uses are currently served by 1,293 parking spaces (of which 41 are Americans with Disabilities Act [ADA] spaces). The proposed project is within the PacifiCenter but will not affect every zone. The project will construct two residential apartment communities within the site, which is consistent with the vision of the Anaheim Canyon Specific Plan. One apartment community, Site A, would be approximately located in Zone 6. The second apartment community, Site B, would be approximately located in Zone 4, demolishing and replacing the office/industrial building. The project also proposes to reconfigure Zone 5 to increase the amount of surface parking in the area. In Zone 1, the project proposes to construct a new 5,000 sf commercial building and reconfigure parking as necessary. The following table summarizes the changes associated with the project. 2/7/18 «P:\HNS1601\Parking\Shared Parking Letter12b.docx» 2 Zone Proposed Changes Zone 1 (Applicant Commercial) Add a 5,000 sf retail building and reconfigure parking Zone 2 (Winters Property) No change Zone 3 (Hotel) Minor modification to entry Zone 4 (Residential Site B) Demolish existing office and construct 214 apartments Zone 5 (Applicant Office) Add surface parking Zone 6 (Residential Site A) Remove surface parking and construct 192 apartments sf = square foot Figure 2 illustrates the future PacifiCenter site plan, including the number of parking spaces in each zone. The proposed future total number of parking spaces is 1,762. Within the Link OC properties (Zones 1, 4, 5, and 6), the total parking supply is 1,267 parking spaces. The intent of this parking study is to (1) demonstrate that existing development in Zone 2 and Zone 3 has sufficient parking within the zones, (2) calculate parking demand for the mixed-use project in Zones 1, 4, 5, and 6 per AMC 18.32.100.010, and (3) demonstrate through shared parking the feasibility of the proposed plan for accommodating the parking demand generated by the Link OC project in the Link OC zones (Zones 1, 4, 5, and 6). The Covenants, Conditions, Restrictions, and Easements (CC&Rs) for the PacifiCenter dated October 25, 1999 (Attachment B) show that the site has been subject to reciprocal parking since 1991. Section 2.1.4 of the CC&Rs specifies this arrangement. Although the CC&Rs establish shared parking across the entire PacifiCenter, this parking study will demonstrate that the portions of the PacifiCenter in Zone 2 (the Winters Property) and Zone 3 (the hotel) can be self-contained and need not lend or borrow parking spaces. Parking demand for Zones 1 and 5 will be separated from other areas of the PacifiCenter through the landscaping and a strong pedestrian connection between these zones. The parking requirements for most of the site’s individual uses are provided in the AMC. The exception is the transit station. The transit station is an important component of the PacifiCenter and is described in detail below. Anaheim Canyon Metrolink Station The Amended and Restated Agreement Regarding Anaheim Canyon Commuter Rail Station dated August 5, 1999 (Attachment C), modified the Original Easement Agreement from 1996 (which had not been signed and was never in effect) and establishes an easement for 70 parking spaces at the Anaheim Canyon Station. Item 5 of the First Amendment to the Anaheim Canyon Commuter Rail Station Easement Agreement dated November 1, 2016 (Attachment D), reiterates that 70 parking spaces are allocated for use of the Metrolink station by the property owner. The Anaheim Canyon Station is a destination station along the Inland Empire-Orange County Metrolink line. Metrolink currently offers eight northbound and eight southbound trains to the Anaheim Canyon Station daily. The phenomenon of “station cars” is common at destination Metrolink stations. The Anaheim Canyon Station is no exception. Station cars occur when commuters use a personal vehicle to make their last mile connection between the transit station and their workplace. Some commuters will leave a personal vehicle at a transit station overnight. These cars then leave the parking area in the morning when the owner arrives on the train. 2/7/18 «P:\HNS1601\Parking\Shared Parking Letter12b.docx» 3 The departure of station cars could be replaced by additional commuters arriving in the morning. The rider origin-destination map for the Inland Empire-Orange County Line from the Metrolink 2015 Origin-Destination Study (Attachment E) shows many rider destinations near the Anaheim Canyon Station. These riders likely park overnight at the Anaheim Canyon Station. The Origin-Destination Study also shows rider origins in Anaheim, Brea, Fullerton, and Yorba Linda. These riders likely drive to the Anaheim Canyon Station and park during the day. The Anaheim Canyon Station provides bicycle lockers and bicycle racks for bicycle parking. Orange County Transportation Authority (OCTA) buses connect to the Anaheim Canyon Station with both traditional fixed-route service and StationLink service designed to take commuters from the station to employment nodes. Recently, the Anaheim Transportation Network (ATN) began servicing the Anaheim Canyon Station. However, personal vehicles remain popular for the last-mile connection. Metrolink parking occurs in the areas marked Zone 4, Zone 5 and Zone 6 on Figure 1. LSA conducted parking surveys in the PacifiCenter on July 29, 2016, which showed approximately 60 station cars overnight and peak demand for 87 spaces at 5:00 p.m. The number of station cars and total demand has decreased over time. OCTA commissioned a parking study for this Metrolink station in April 2016 (Attachment F). This study 1 provided the results of three surveyed days. On two of those days, the OCTA study found maximum Metrolink parking demand to be approximately 86 parking spaces. On one of those days, the OCTA study shows the maximum Metrolink parking demand to be approximately 100 parking spaces. This parking study analyzes typical Metrolink-generated demand for 87 parking spaces, rather than the parking easement’s limit of 70 parking spaces. It should be noted, however, that on high demand days, such as the one survey day identified in the OCTA study, 100 parking spaces can be accommodated. In the Southern California region, transit ridership has been decreasing. A report prepared by the UCLA Institute of Transportation Studies 2 (Attachment G) identified that steep declines in transit ridership have been due mostly to increases in access to automobiles. The report concluded that the observed trends were unlikely to reverse anytime soon. As transit ridership in general decreases, the likelihood of increased demand for parking at the Anaheim Canyon Station also decreases. It should also be noted that the Link OC project, which is primarily residential in nature, would not increase parking demand at the Metrolink station. Parking Demand AMC Section 18.32.100 requires a parking demand study to determine the adequacy of parking for mixed-use projects. To calculate the parking demand, this study begins by calculating the parking requirements for individual land uses. The off-street parking requirements found in AMC Section 18.42.040 are not altered by the Anaheim Canyon Specific Plan (January 2016) and can be used to calculate the parking demand for individual land uses in the PacifiCenter. The AMC parking 1 STV. 2016. Anaheim Canyon Metrolink Station Project: Station Parking Study. October. 2 UCLA Institute of Transportation Studies. 2017. “Transit Ridership Trends in the SCAG Region.” December. 2/7/18 «P:\HNS1601\Parking\Shared Parking Letter12b.docx» 4 requirements have recently been revised based on City surveys of existing commercial retail centers. The revised off-street parking requirements would require that large commercial retail centers (other than those located in a mixed-use project) provide four spaces per thousand square feet (TSF) if restaurant use is 40 percent or less of the gross leasable space. Although the PacifiCenter is mixed-use, the land uses in Zone 1 and Zone 2 are entirely commercial. On an individual level, both Zone 1 and Zone 2 are large commercial retail centers. For the purposes of calculating parking demand for each individual land use, application of the large commercial retail center rate is appropriate. Both of the large commercial retail centers in the PacifiCenter would have 40 percent or less restaurant space. Furniture, carpeting, and flooring stores (e.g., Jerome’s Furniture) require 2.25 spaces per TSF. Hotels must provide 0.80 space per guest room and 0.25 space per employee in guest room areas. Offices are required to provide four spaces per TSF for buildings three stories or less and three spaces per TSF for buildings four stories or higher. Multifamily residential uses require 1.25 spaces per studio, 2.00 spaces per one-bedroom, 2.25 spaces per two-bedroom, and 3.00 spaces per three-bedroom dwelling unit inclusive of guest parking (0.25 guest spaces per dwelling unit). Table A presents the off-street parking spaces required for the proposed future PacifiCenter per the existing AMC. Table A: Municipal Code Parking Requirements for Individual Land Uses Land Use Parking Space Rates per Anaheim Municipal Code Section 18.42.040 Project Parking Requirements Size Unit Required Parking Spaces Applicant Commercial Retail Center (Zone 1) 4 spaces per TSF if restaurant use is 40% or less of gross leasable space 34.257 TSF 137 Winters Commercial Retail Center (Zone 2) 4 spaces per TSF if restaurant use is 40% or less of gross leasable space 48.500 TSF 194 Jerome’s Furniture (Zone 2) 2.25 spaces per TSF 52.000 TSF 117 Hotel – Room (Zone 3) 0.80 space/guest room 116 Room 93 Hotel – Employee (Zone 3) 0.25 space/employee 20 Employee 5 Office – 1065 North PacifiCenter Drive (Zone 5) 3 spaces per TSF 94.518 TSF 284 Metrolink (Zone 5) Parking Easement 70 Proposed Site A Apartments1 (Zone 6) 1.25 spaces per studio, 2.00 spaces per one-bedroom, 2.25 spaces per two-bedroom, and 3.00 spaces per three-bedroom 192 DU 366 Proposed Site B Apartments2 (Zone 4) 214 DU 421 Total 1,687 1 40 studio, 106 one-bedroom, 46 two-bedroom 2 34 studio, 105 one-bedroom, 75 two-bedroom DU = dwelling unit TSF = thousand square feet Restaurant space in the applicant’s renovated commercial retail center would be limited to the existing fast-food restaurants (5,934 sf) and 7,768 sf in the remaining buildings in order to meet the 40 percent or less restaurant requirement. Restaurant space in the Winters commercial retail center is currently less than 10 percent of the total gross leasable space. It should be noted that an escape room is a potential tenant of the renovated commercial retail center. According to the operational 2/7/18 «P:\HNS1601\Parking\Shared Parking Letter12b.docx» 5 information submitted by the operator, this 3,560 sf space would have 2–3 employees for 3–4 separate rooms, each accommodating 3–8 customers. With an average of 5.5 customers per room and 4 rooms, the site would host 22 customers at a time on average. As a group activity, average vehicle occupancy of 2 customers per vehicle is expected for 11 customer vehicles and 3 employee vehicles. The resulting figure of 14 vehicles is consistent with the four spaces per TSF commercial retail center parking rate. As Table A shows, application of the AMC would require 1,687 parking spaces for the future site. AMC required parking for each zone is summarized in the following table: Zone Required Parking Spaces Zone 1 (Applicant Commercial) 137 Zone 2 (Winters Property) 311 Zone 3 (Hotel) 98 Zone 4 (Residential Site B) 421 Zone 5 (Applicant Office) 354 Zone 6 (Residential Site A) 366 Total Site 1,687 spaces Total Link OC (Zones 1, 4, 5, and 6) 1,278 spaces Parking Supply Figure 2 includes the proposed future parking supply for each of the zones in the PacifiCenter. Parking is provided in surface parking lots for most of the PacifiCenter. In Zone 6 (proposed Residential Site A), 5 parking spaces are located outside of the parking structure and 354 parking spaces are located inside the parking structure. In Zone 4 (proposed Residential Site B), 6 parallel parking spaces are located along the development, 4 parking spaces are located outside of the parking structure, and 377 parking spaces are located inside the parking structure. Parking lot striping in Zone 3 (the hotel) will be slightly altered as a result of developing proposed Residential Site B. Parking in the proposed PacifiCenter site is summarized in the following table: Zone Supplied Parking Spaces Zone 1 (Applicant Commercial) 226 Zone 2 (Winters Property) 360 Zone 3 (Hotel) 135 Zone 4 (Residential Site B) 387 Zone 5 (Applicant Office) 295 Zone 6 (Residential Site A) 359 Total Site 1,762 spaces Total Link OC (Zones 1, 4, 5, and 6) 1,267 spaces Parking Supply versus Demand The total site parking supply (1,762) is forecast to be greater than total site parking demand (1,687). However, as shown in Attachment H, PacifiCenter Parcel Map, the 1011/1021 North Tustin Avenue building and adjacent 360 parking spaces are one parcel (Assessor’s Parcel No. [APN] 345-181-24). The 1035 North Tustin Avenue building is another separate parcel (APN 345-181-23). Despite reciprocal parking on the site, the Link OC project does not need parking in APN 345-181-23 and APN 345-181-24 (Zone 2) to satisfy parking requirements when analyzing shared parking. 2/7/18 «P:\HNS1601\Parking\Shared Parking Letter12b.docx» 6 Table B compares the AMC required parking for each zone to the parking supplied in each zone. As Table B shows, Zone 2 (Winters Property) and Zone 3 (Hotel) have sufficient parking supply to meet the AMC parking requirement. Because these zones do not require parking from the other zones and the Link OC project does require parking from these zones to meet their AMC parking requirement, the following shared parking analysis does not include these parcels. Table B: Parking Required and Parking Supply by Zone Zone AMC Parking Required Parking Supply Difference Zone 1 (Applicant Commercial) 137 226 spaces 89 spaces Zone 2 (Winters Property) 311 360 spaces 49 spaces Zone 3 (Hotel) 98 135 spaces 37 spaces Zone 4 (Residential Site B) 421 387 spaces (34) spaces Zone 5 (Applicant Office) 354 295 spaces (59) spaces Zone 6 (Residential Site A) 366 359 spaces (7) spaces Total 1,687 1,762 spaces 75 spaces Total Link OC (Zones 1, 4, 5, and 6) 1,278 1,267 spaces (11) spaces or 1 percent AMC = Anaheim Municipal Code Shared Parking As Table B shows, the Link OC project areas would require 1,278 parking spaces per the AMC, but 1,267 parking spaces are provided. This is 1 percent fewer parking spaces than would be required for individual land uses that are not located in a mixed-use development. The parking demand in a Mixed-Use Overlay zone can be calculated by the analysis of shared parking, which in this case demonstrates that the parking supply is sufficient to accommodate the peak parking demand. This shared parking analysis examines how parking demand varies for each of the Link OC uses throughout the day to demonstrate how shared parking will operate for the proposed project. Reduced Parking Demand and Shared Parking Calculation The project site is adjacent to the Anaheim Canyon Station and is accessible by Metrolink trains, OCTA bus service, and the ATN. Some of the commercial retail center and office employees could travel to the site using transit. Additionally, the site is mixed use in nature and some of the commercial retail center patrons may come from the offices and not require additional parking. Based on previous experience in the City’s high-frequency transit neighborhoods and research into transit use in mixed-use and transit-adjacent developments similar to the PacifiCenter, LSA estimated the commercial retail center parking demand would be approximately 10 percent less than in other areas of Anaheim 1 and office parking demand would be 5 percent less.2 Both studies are provided in Attachment I. As mentioned previously, no reduction to the residential parking requirement has been assumed. 1 California Department of Transportation. 2002. Table 1, Parking and TOD: Challenges and Opportunities. February. 2 Lund, Willson, and Cervero. 2006. Figure 7, A Re-Evaluation of Travel Behavior in California TODs. Journal of Architectural and Planning Research. Autumn 2006. 2/7/18 «P:\HNS1601\Parking\Shared Parking Letter12b.docx» 7 Because of different hours of operation and different offsetting parking activities, not all uses at the site require their full allotment of parking spaces at the same time. LSA used methodologies found in Shared Parking, Second Edition (Urban Land Institute 2005) to identify the daily variations in parking demand for each of the site’s land uses. The time-of-day factors found in Shared Parking are based on empirical studies and results from multiple parking accumulation counts. The time-of-day factors for Metrolink parking demand were calculated from empirical data collected in 2016 at the Anaheim Canyon Station. A detailed table outlining the parking reductions and shared parking analysis is provided in Table C. The variation in parking needs reflects uses that are not fully utilized at the same time. Table C identifies that peak parking demand for the site is anticipated to occur in the early evening, when residents have returned to the proposed apartment communities. At the time of peak parking demand, the Link OC parcels are estimated to require 989 parking spaces. In the early afternoon, when commercial retail and office parking demand are near their peak, demand for 983 parking spaces is anticipated. Table D aggregates the calculated parking demand for each use into the various zones of the Link OC project. PacifiCenter Shared Parking Plan The following describes how parking would function in each area of the Link OC project. Zone 1 and Zone 5 (Retail and Office) • 521 parking spaces would be provided: ○ 226 parking spaces are proposed in the commercial retail center in Zone 1 ○ 295 parking spaces are proposed around the office building in Zone 5 ○ Peak parking demand is forecast to be 471 spaces • 70 marked Metrolink spaces would be located in Zone 5, adjacent to the Metrolink station. • During the daytime, excess demand for office/Metrolink parking in Zone 5 could be satisfied with available parking in Zone 1 through strong pedestrian connectivity. • In the evening, office parking demand is low (demand for approximately 140 fewer spaces at 5:00 p.m., and lower demand thereafter) and Zone 5 would be able to accommodate excess parking demand for the commercial retail center (if excess demand occurs) or overflow guest parking (a total of 41 spaces) from the adjacent apartments. 2/7/18 «P:\HNS1601\Parking\Shared Parking Letter12b.docx» 8 Table C: Weekday Time of Day with Reduced Parking Link OC Shared Parking Requirements Time-of-Day Factors1 6:00 a.m. 7:00 a.m. 8:00 a.m. 9:00 a.m. 10:00 a.m. 11:00 a.m. 12:00 p.m. 1:00 p.m. 2:00 p.m. 3:00 p.m. 4:00 p.m. 5:00 p.m. 6:00 p.m. 7:00 p.m. 8:00 p.m. 9:00 p.m. 10:00 p.m. 11:00 p.m. Shopping Center Customer 1% 5% 15% 35% 65% 85% 100% 100% 95% 90% 90% 95% 95% 95% 80% 50% 30% 10% Employee 10% 15% 40% 75% 85% 95% 100% 100% 100% 100% 100% 95% 95% 95% 90% 75% 40% 15% Residential Guest 10% 20% 20% 20% 20% 20% 20% 20% 20% 20% 40% 60% 100% 100% 100% 100% 80% Resident 100% 90% 85% 80% 75% 70% 65% 70% 70% 70% 75% 85% 90% 97% 98% 99% 100% 100% Office Visitor 1% 20% 60% 100% 45% 15% 45% 100% 45% 15% 10% 5% 2% 1% Employee 3% 30% 75% 95% 100% 100% 90% 90% 100% 100% 90% 50% 25% 10% 7% 3% 1% Metrolink2 Rider 80% 70% 71% 98% 32% 33% 39% 80% 95% 97% 87% 100% 85% 75% 72% 80% 80% 80% Time-of-Day Parking Demand Total Demand Residential A Resident 318 318 286 270 254 238 222 206 222 222 222 238 270 286 308 311 314 318 318 Residential A Guest 48 0 5 10 10 10 10 10 10 10 10 10 19 29 48 48 48 48 38 Residential B Resident 367 367 330 312 294 275 257 239 257 257 257 275 312 330 356 360 363 367 367 Residential B Guest 54 0 5 11 11 11 11 11 11 11 11 11 21 32 54 54 54 54 43 Applicant Commercial Retail 123 3 9 25 53 85 107 123 123 118 113 113 117 117 117 101 68 39 14 Office – 1065 North PacifiCenter 270 7 75 190 249 270 258 227 233 270 258 227 126 63 25 18 7 2 0 Metrolink 87 70 61 62 85 28 29 34 70 83 84 76 87 74 65 63 70 70 70 Total 1,267 765 771 880 956 917 894 850 926 971 955 950 952 931 973 955 924 898 850 1 Time-of-Day Factors referenced from Shared Parking, Second Edition, Urban Land Institute (2005) 2 Developed from empirical data collected at the Anaheim Canyon Station Table D: Parking Demand Summary Parcel Parking Supply Parking Demand by Time of Day 6:00 a.m. 7:00 a.m. 8:00 a.m. 9:00 a.m. 10:00 a.m. 11:00 a.m. 12:00 p.m. 1:00 p.m. 2:00 p.m. 3:00 p.m. 4:00 p.m. 5:00 p.m. 6:00 p.m. 7:00 p.m. 8:00 p.m. 9:00 p.m. 10:00 p.m. 11:00 p.m. Zone 1 and Zone 5 (Retail, Office, and Apartment Guest Parking) 521 80 145 278 386 383 394 383 426 471 455 415 332 270 264 238 202 168 120 Zone 4 (Residential Site B) 387 367 335 323 304 286 268 249 268 268 268 286 332 350 376 380 383 387 387 Zone 6 (Residential Site A) 359 318 291 279 264 248 232 216 232 232 232 248 289 311 333 336 339 343 343 Total 1,267 765 771 880 954 917 894 848 926 971 955 949 953 931 973 954 924 898 850 2/7/18 «P:\HNS1601\Parking\Shared Parking Letter12b.docx» 9 Zone 4 (Residential Site B) • Residential parking requirements from the AMC are applied to this project: ○ No assumed parking reduction due to transit adjacency ○ 367 resident parking spaces and 54 guest parking spaces required • 387 parking spaces would be provided. ○ 377 in a parking structure. ○ 10 surface parking spaces. ○ All resident parking demand is accommodated on-site. ○ 20 guest parking spaces available on-site would be able to park anticipated demand before 5:00 p.m. ○ After 5:00 p.m., the overflow guest parking demand (34 spaces) would be accommodated in Zone 5 surrounding the office building. Zone 6 (Residential Site A) • Residential parking requirements from the AMC are applied to this project: ○ No assumed parking reduction due to transit adjacency ○ 318 resident parking spaces and 48 guest parking spaces required • 359 parking spaces would be provided: ○ 354 in a parking structure. ○ 5 surface parking spaces. ○ All resident parking demand is accommodated on site. ○ 41 guest parking spaces available on site would be able to park anticipated demand before 5:00 p.m. ○ After 5:00 p.m., the overflow guest parking demand (7 spaces) would be accommodated in Zone 5 surrounding the office building. F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT A FIGURES Figure 1: Existing PacifiCenter Site Plan Figure 2: Future PacifiCenter Site Plan I:\HNS1601\G\Existing_Site_Plan.cdr (7/19/2017) FIGURE 1 Existing Site Plan PacifiCenter SOURCE Goog: le Earth, 2016 FEET 2001000 N ZONE 1 262 N. T U S T I N A V E . N. T U S T I N A V E . E. LA PALMA AVE.E. LA PALMA AVE. ZONE 2 360 ZONE 4 324 ZONE 3 133 ZONE 5 161 ZONE 6 53 N. P a c i f i c e n t e r D R . N. P a c i f i c e n t e r D R . N. P a c i f i c e n t e r D R . N. P a c i f i c e n t e r D R . Parking Zones with Number of Parking Spaces LEGEND POWERUNIT OTIS GE N 2 3500 L B / 200 F P M 5'-0" PIT 14'-11 " O VER R U N 7'-9" C A B H E I G H T 100' MAX. T R A V E L OTISGEN2 3500 L B / 2 0 0 FPM 5'-0" P I T 14'-11 " O V E R RU N 7'-9" C AB HE I GHT 100' M AX. TRAV E L 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0" 8 ' - 6 " T Y P . REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW REF. DW OTISGEN23500 LB / 200 FPM5'-0" PIT14'-11" OVERRUN7'-9" CAB HEIGHT100' MAX. TRAVEL REF. DW REF. DW REF. DW RE F . D W RE F . D W SETBACK SETBACK S E T B A C K S E T B A C K 1 0 ' - 0 " 5 ' - 0 " 8 ' - 9 " 5 ' - 0 " 6 ' - 4 " 34'-11" 37'-1" 1 0 ' - 0 " 1 2 ' - 9 " PLAZAAREA T5 T6 T4 6 ' - 4 " 34'-11" 37'-1" 1 0 ' - 0 " 1 2 ' - 9 " PLAZAAREA 1 0 ' - 0 " 5 ' - 0 " 8 ' - 9 " 5 ' - 0 " POWERUNIT OTIS GE N 2 3500 L B / 200 F P M 5'-0" PIT 14'-11 " O VER R U N 7'-9" C A B H E I G H T 100' MAX. T R A V E L OTISGEN2 3500 L B / 2 0 0 FPM 5'-0" P I T 14'-11 " O V E R RU N 7'-9" C AB HE I GHT 100' M AX. TRAV E L 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0" 8 ' - 6 " T Y P . REF. DW REF. DW 17'-9" 17'-9" 1 1 ' - 2 " 10'-8"7'-1" REF. DW 8'-6" 1 8 ' - 0 " R E F. D W R E F . D W RE F .DW REF. DW RE F . D W C O A T S L. RE F . DW REF. DW 16'-0" REF. DW C OATS L. REF. DW REF. DW R E F . D W REF. DW REF. DW REF. DW REF. DW OTI S GEN 2 350 0 LB / 2 0 0 FP M 5'-0" P I T 14'-11" OV E R RUN 7'-9" CAB H E IGH T 100 ' M AX. T R AVE L PO W E R U N I T OTISGEN2 3500 LB / 2 0 0 F P M 5'-0 " PIT 14'-11" O VERR U N 7'-9" C A B HEIG H T 100' MA X .TRA V E L DELIVERIES SU-30 TRUCKTURNING RADIUS RE F . DW 19'-0"25'-0"19'-0"19'-0"25'-0"19'-0" 1 9 ' - 0 " 2 5 ' - 0 " 8 ' - 6 " 8 ' - 6 " 6 ' - 3 " 6 ' - 1 " 5 ' - 3 " 5 ' - 4 " 18'-0" 1 5 ' - 9 " 11 '-1 0" 11'-1 " 8 ' - 6 " 8 ' - 6 " 8 ' - 6 " 1 8 ' - 0 " T Y P . 8'-6" TYP. 0 5 0 ' 1 0 0 ' 1 5 0 ' S C A L E : 1 " = 5 0 ' N T U S T I N A V E N U E P A C I F I C E N T E R D R I V E B . N . S . F R . R . E X I S T . M E T R O L I N K P L A T F O R M E. LA PA L M A A V E N U E PACIFICEN T E R D R I V E 91 RIVER S I D E F W Y EXIST. OFFICE BLDG. N T E R M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M MM MM MM MM MM MM MM MM MM MM MM M M M M M M M M M M M M M I:\HNS1601\G\Future_Site_Plan.cdr (2/6/2018) FIGURE 2 Future Site Plan Link OC SOURCE Architects Orange, 2017: FEET 2001000 N Shared Parking Zones with Number of Parking Spaces LEGEND Link OC Zones Shared Parking ZONE 1 226 ZONE 2 360 ZONE 4 387 ZONE 3 135 ZONE 5 295 ZONE 6 359 F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT B COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS FOR PACIFICENTER F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT C AMENDED AND RESTATED AGREEMENT REGARDING ANAHEIM CANYON COMMUTER RAIL STATION F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT D FIRST AMENDMENT TO ANAHEIM CANYON COMMUTER RAIL STATION EASEMENT AGREEMENT F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT E INLAND EMPIRE-ORANGE COUNTY LINE RIDER ORIGINS AND DESTINATIONS F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT F ANAHEIM CANYON METROLINK STATION PROJECT: STATION PARKING STUDY Orange County Transportation Authority Contract No. C-4-1977 Preliminary Engineering and Environmental Services for the Anaheim Canyon Metrolink Station Project Technical Memorandum Station Parking Study Final Draft October 3, 2016 Prepared by: In association with: National Data & Surveying Services (NDS) Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page ii Technical Memorandum – Station Parking Study Final Draft Table of Contents 1. INTRODUCTION ..........................................................................................................................1 1.1. Project Background ...........................................................................................................1 1.2. Purpose of Station Parking Lot Study Technical Memorandum .......................................2 2. EXISTING PARKING CONDITIONS ...............................................................................................2 3. PARKING STUDY APPROACH ......................................................................................................3 3.1. Methodology .....................................................................................................................3 3.2. Information Reviewed .......................................................................................................4 3.3. City of Anaheim Input and Next Steps ..............................................................................4 4. PARKING STUDY RESULTS ..........................................................................................................4 4.1. Parking Space Designation ................................................................................................4 4.2. Hourly Occupancy by Day of the Week .............................................................................5 4.3. Hourly Handicap Occupancy by Day of the Week .............................................................6 4.4. Metrolink VS Non-Metrolink VS Unknown Occupancy by Day of the Week ....................6 5. FUTURE DEMAND ......................................................................................................................8 6. CONCLUSION ..............................................................................................................................8 FIGURES Figure 1.1 Project Location ............................................................................................................. 1 Figure 2.1 Existing Parking at PacifiCenter ..................................................................................... 3 Figure 4.1 Parking Space Designation ............................................................................................. 5 Figure 4.2 Hourly Occupancy by Day of the Week ......................................................................... 5 Figure 4.3 Hourly Occupancy by Day of the Week ......................................................................... 6 Figure 4.4 Overall Types of Parking ................................................................................................ 6 Figure 4.5 Types of Parking in METROLINK PARKING Stalls ........................................................... 7 Figure 4.6 Types of Parking in OFFICE ONLY PARKING Stalls .......................................................... 7 APPENDICES APPENDIX A – Methodology Memorandum APPENDIX B – Raw Parking Lot Count Data APPENDIX C – Train Arrival/Departure Records Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 1 Technical Memorandum – Station Parking Study Final Draft 1. INTRODUCTION 1.1. PROJECT BACKGROUND Anaheim Canyon Metrolink Station is located at 1039 N. PacifiCenter Drive in the northeast region of the City of Anaheim as illustrated in Figure 1.1 Project Location. The station is situated within a 100-foot wide right-of-way along the western edge of the PacifiCenter development in the southwest quadrant of Tustin and La Palma Avenues. The proposed Project is being undertaken to meet the current transit demands and to provide for growth requirements through 2035 and beyond. In particular, OCTA proposes to construct approximately 3,400 linear feet of new siding track and a second 680 foot platform to allow more than one train to serve the station and/or pass through the station area at a time. The Project will also extend the existing platform by 510 feet and make improvements to the parking lot as well as expand surface parking in the adjacent plaza area. The Project will generally include at-grade crossing improvements that may include minor street improvements, railroad track improvements, pedestrian improvements, new rail platforms, and surface parking. A full description of the Project can be found in the 30% Design Report. Figure 1.1 Project Location Source: Metrolink, 2015 Anaheim Canyon Station Project Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 2 Technical Memorandum – Station Parking Study Final Draft The rail corridor is owned by the Orange County Transportation Authority (OCTA). Metrolink dispatches all Metrolink, Amtrak, and Union Pacific (UP) freight trains along the corridor. Metrolink is governed by the Southern California Regional Rail Authority (SCRRA), a joint powers authority that was formed in 1991 and comprises five county agencies: Los Angeles County Metropolitan Transportation Authority (Metro), Orange County Transportation Authority (OCTA), Riverside County Transportation Commission (RCTC), San Bernardino Associated Governments (SANBAG) and Ventura County Transportation Commission (VCTC). The main goal of the project is to alleviate the current single track bottleneck by constructing a second platform and track at Anaheim Canyon Station. That development will set the stage for future service growth on the Inland Empire-Orange County Line. From a larger perspective, this project provides a key passing siding along the Olive Subdivision, a 4.8-mile long segment of single track between Control Point (CP) Atwood and CP Katella. The project will increase train traffic capacity and will therefore decrease travel time for passengers as well as freight trains along the Inland Empire-Orange County Line. Additionally, the project will help facilitate the construction of future operational growth planned for 2035 and beyond. STV, the prime contractor for the project, is fully responsible for executing all project management and technical activities relating to the environmental clearance and design of the Anaheim Canyon Metrolink Station Project. STV’s role is to manage the overall project that results in the successful completion of Preliminary Engineering and Environmental Services. 1.2. PURPOSE OF STATION PARKING LOT STUDY TECHNICAL MEMORANDUM This memorandum summarizes field data obtained during a three day parking lot count, and intends to establish whether or not the current parking lot meets existing Metrolink parking demand and to identify necessary information for further parking study, in coordination with the City of Anaheim and owner of the PacifiCenter complex, which will serve as baseline for any required analysis and/or design to help ensure the parking demands at the station are met. 2. EXISTING PARKING CONDITIONS Parking at the Anaheim Canyon Station is located on the east side of the Metrolink station and within PacifiCenter complex (WBC Properties). There are a total of 133 stalls for Metrolink riders; 8 handicap stalls, 18 unmarked stalls, and 107 marked stalls (“METROLINK ONLY”). The two PacifiCenter buildings have 177 stalls combined in the project area. Of the existing Metrolink marked spaces, 100 were granted in an exclusive easement between the City of Anaheim and PacifiCenter, dated July 15th, 1996, for Metrolink parking. On October 1, 2009, a new agreement was entered between the City of Anaheim and the then owners of PacifiCenter for an additional 79 spaces for Metrolink use on a temporary basis. The temporary spaces can be returned to office building use if tenancy rates at the office buildings located in the PacifiCenter increase. It is also noted that this agreement was not recorded and the current number of office and Metrolink parking may have changed since. Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 3 Technical Memorandum – Station Parking Study Final Draft Two (2) green spaces within the complex have been identified as potential areas for surface parking expansion of up to approximately 60 parking spaces (combined). At this point, any future expansion by PacifiCenter is unknown and any future plans for parking expansion by the City should be discussed with WBC Properties. Figure 2.1 Existing Parking at PacifiCenter 3. PARKING STUDY APPROACH STV engaged National Data & Surveying Services (NDS) to conduct a Station Parking Study to assess current and future needs. A methodology was developed and approved by the City of Anaheim, and is included in Appendix A. A summary of the methodology is included below. 3.1. METHODOLOGY NDS’ parking lot count included the following activities: Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 4 Technical Memorandum – Station Parking Study Final Draft 3.1.1 Conduct Parking Supply and Demand Analysis a. 3-day (weekday) parking utilization counts, including handicapped parking spaces. Observe/confirm if all parking dedicated for station parking are being used by Metrolink riders.  Every hour from 5:00 am to 8:00 pm b. Submit utilization patterns results to the City 3.2. INFORMATION REVIEWED STV and NDS reviewed the information provided by Metrolink and City of Anaheim, as follows: 3.2.1 Strategic Assessment Plan by Metrolink 3.2.2 City of Anaheim agreement with WBC Properties 3.2.3 Previous parking studies 3.3. CITY OF ANAHEIM INPUT AND NEXT STEPS City of Anaheim has agreed with the approach as identified in this section before the parking study was initiated. NDS, as directed by STV, undertook the parking study on April 12, 2016 and assessed the existing site conditions and parking arrangements. The ultimate goal of the parking study will be to propose improvements to meet commuter rail demands taking into account comfort and ease to the passengers, as well as compliance to federal and jurisdictional requirements. 4. PARKING STUDY RESULTS 4.1. PARKING SPACE DESIGNATION The parking study was conducted in the parking areas as shown in Figure 4.1. The blue spaces are designated as “OFFICE PARKING ONLY” and red spaces are marked “METROLINK ONLY”. There are three types of parking stall users at this project location that were noted in the counts:  Metrolink (Metrolink riders)  Non-Metrolink (office building employees or visitors)  Unknown (overnight parkers, parkers who stayed in their vehicles, or parkers who neither use the Metrolink or office building) Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 5 Technical Memorandum – Station Parking Study Final Draft Figure 4.1 Parking Space Designation 4.2. HOURLY OCCUPANCY BY DAY OF THE WEEK In the overall occupancy and usage of all studied parking spaces, there are still spaces left especially during peak hours. About ¼ of all parking spaces are still vacant for both “METRO LINK ONLY” and “OFFICE PARKING ONLY” spaces. See Figure 4.2. Figure 4.2 Hourly Occupancy by Day of the Week Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 6 Technical Memorandum – Station Parking Study Final Draft 4.3. HOURLY HANDICAP OCCUPANCY BY DAY OF THE WEEK The current number of handicap parking spaces available for both Metrolink and office parking are sufficient. See Figure 4.3. Figure 4.3 Hourly Occupancy by Day of the Week 4.4. METROLINK VS NON-METROLINK VS UNKNOWN OCCUPANCY BY DAY OF THE WEEK Figure 4.4 compares the percentage of different types of parking stall users. Majority of the overall parking stall users were non-Metrolink users for this study area. This chart does not take into account the number of Metrolink rider drop-offs and pick-ups. As shown in Figure 4.4, there are still spaces left. Figure 4.4 Overall Types of Parking Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 7 Technical Memorandum – Station Parking Study Final Draft Majority of parking stall users in the Metrolink parking stalls are Metrolink riders but there are many from the office building who also use these stalls. A noticable percentage are unknown. In fact, almost all Metrolink parking stalls were filled around 6pm to 7pm on Wednesday. Figure 4.5 shows that there is enough parking for Metrolink riders but other users have occupied the parking spaces as well, which has caused the Metrolink parking to be close to capacity. See Figure 4.5. Figure 4.5 Types of Parking in METROLINK PARKING Stalls For office only parking, almost all of the users were for the office building. Only a small percentage of Metrolink and unknown parking stall users carried over to the office parking stalls. There is enough parking spaces left for the office building tenants. See Figure 4.6. Figure 4.6 Types of Parking in OFFICE ONLY PARKING Stalls Anaheim Canyon Metrolink Station Project Preliminary Engineering and Environmental Services Page 8 Technical Memorandum – Station Parking Study Final Draft 5. FUTURE DEMAND According to the Project Definition Report (PDR), the Inland Empire/Orange County line currently operates 16 trains on weekdays. The Metrolink Commuter Rail Strategic Assessment Report proposed to increase service to 24 trains by 2015 and 26 trains by 2020. There is a 50% increase from16 trains to 24 trains and currently there are 133 Metrolink parking stalls to accommodate Anaheim Canyon station. The parking study results in section 4 above show that there is currently enough parking for the station even with office employees carrying over into Metrolink-marked stalls. And with a 50% increase, the Metrolink-marked stalls would increase from 133 to approximately 200 parking stalls. In technical memorandum PARKING LOT EXPANSION STUDY, the parking lot expansion conceptual layout shows approximately 60 additional parking stalls, with further room for expansion. This concept will allow Metrolink-marked stalls to increase to almost 50%, compared to the increase in trains servicing the station by 2024. If additional stalls were needed, there is still room for surface parking lot expansion but that is a topic of discussion between the building owners, City of Anaheim and OCTA. 6. CONCLUSION There is a mixture of Metrolink, non-Metrolink and unknown parking stall users in all of the parking study area. More of the non-Metrolink parking stall users occupy the Metrolink parking spaces compared to the Metrolink parking stall users parking in office building parking spaces. According to Figure 4.4, there appears to be sufficient capacity for overall occupancy with about 20% to 25% vacancy remaining at peak hours. Although there is enough parking for the overall study area, it is noted that some non-Metrolink parking stall users park in spaces designated for Metrolink users. Even with some of the unintended use of the Metrolink-marked stalls by non-Metrolink users, there is generally sufficient existing capacity in the designated Metrolink spaces (133 spaces marked “METROLINK ONLY”). As can be seen in Figure 4.5, parking lot capacity for the Metrolink stalls general peaked at approximately 90% usage during peak periods, and varied from approximately 50% to 60% during non-peak periods. As such, and recognizing that substantial non-Metrolink users are parking in the Metrolink designated spaces, there does not appear to be a particular need for immediate expansion of the Metrolink parking. MEMORANDUM DATE: March 23, 2016 TO: Lora Cross, OCTA FILE NUMBER: FROM: Andy Sokol, STV PROJECT/PROP. NO.: 4017951 SUBJECT: Anaheim Canyon Station Parking Utilization Counts CLIENT: OCTA Pursuant to the project scope of work, Section 2.1 Field Review of Project Site, STV proposes the following revised methodology for the Parking Utilization Counts at the existing Anaheim Canyon Metrolink Station parking lot. The following are the main objectives of the proposed counts: • Count number of cars parked in the Metrolink-assigned spaces on the hour as noted below. These spaces are denoted with pavement markings, stenciled “Metrolink Parking Only”. • The counts will track how long cars are parked in each Metrolink-marked space (i.e. license plate surveys will be done). • Count number of cars parked overnight in the Metrolink-assigned spaces. • Count number of cars parked in the Metrolink-assigned spaces and do not ride the trains. • Count number of train users parked in non-Metrolink parking spaces. These spaces are denoted with pavement markings, stenciled “Tenant Only” or unmarked spaces. • To clarify the above, the basic destination of each vehicle occupant that does not park in the appropriate type of space will be noted. Limits of this count will be all spaces within the zones indicated by red rectangles on the attached site map. The destination will be recorded as “Metrolink platform” or “other”. In other words, this count will identify and count any Metrolink users parking in non-Metrolink-marked spaces and any non- Metrolink users parking in the Metrolink-marked spaces. Approximate time of these non- conforming parkers will be noted. Other details: • Where: Existing Anaheim Canyon Metrolink Station Parking lot located at 1039 N. PacifiCenter Drive, Anaheim, CA. The location of the 149 Metrolink-assigned spaces and MEMORANDUM PAGE 2 OF 2 Non-Metrolink spaces is shown on the attached plan. Location and quantity of stenciled Metrolink spaces will be field confirmed. When: Three consecutive week days starting Tuesday and ending on Thursday. The week will be determined based upon approval of this methodology. A non-Holiday week (school or holiday) will be selected. • Timings: o The timing of the counts will encompass all inbound and outbound trains between 5am and 8pm. A count will be done before the first train arrives, and after the last train leaves and all passengers depart the station (i.e. to note the overnight parkers). o During peak hours from 5am to 9am and 4pm to 8pm, count times will be scheduled halfway between each train arrival, and the begin and end times of each time interval analyzed. o During non-peak hours, the counts will be done on the hour. The counts will be tabulated segregating regular and accessible parking, Metrolink- and Tenant- marked and unmarked spaces. A report summarizing the findings will be prepared. METROLINK TRAIN SCHEDULE DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 A 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5 : 5 3 : 0 0 A M 00 : 5 3 : 0 0 5: 5 7 : 0 0 A M N O N M E T R O 6 : 0 5 : 0 0 A M 00 : 0 8 : 0 0 6: 1 0 : 0 0 A M M E T R O L I N K 4 : 1 7 : 0 0 P M 10 : 0 7 : 0 0 4: 2 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 4: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 A 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 4: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 4: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 A 5 M e t r o L i n k O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 A 6 M e t r o L i n k O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 7 R e g u l a r Al r e a d y T h e r e U N K N O W N 6 : 2 1 : 0 0 A M 01 : 2 1 : 0 0 7: 4 2 : 0 0 A M U N K N O W N S t i l l T h e r e 12 : 1 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 1 : 0 0 A M 01 : 2 1 : 0 0 4: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 0 4 : 0 0 A M 03 : 0 4 : 0 0 3: 4 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 7: 2 2 : 0 0 A M M E T R O L I N K 8 : 0 4 : 0 0 A M 00 : 4 2 : 0 0 3: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 7: 0 4 : 0 0 A M N O N M E T R O 2 : 0 0 : 0 0 P M 06 : 5 6 : 0 0 7: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 3: 5 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 1 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5: 5 3 : 0 0 A M 00 : 5 3 : 0 0 7: 0 4 : 0 0 A M M E T R O L I N K 6 : 0 5 : 0 0 P M 11 : 0 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 1 4 M e t r o L i n k O n l y 9: 0 0 : 0 0 A M N O N M E T R O 9: 2 8 : 0 0 A M 00 : 2 8 : 0 0 11 : 5 2 : 0 0 A M N O N M E T R O S t i l l T h e r e 08 : 0 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 B 1 5 M e t r o L i n k O n l y Al r e a d y T h e r e UN K N O W N 5: 5 3 : 0 0 A M 00 : 5 3 : 0 0 7: 0 4 : 0 0 A M M E T R O L I N K 9 : 2 9 : 0 0 A M 02 : 2 5 : 0 0 11 : 0 5 : 0 0 A M M E T R O L I N K S t i l l T h e r e 08 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 1 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5: 5 4 : 0 0 A M 00 : 5 4 : 0 0 6: 0 0 : 0 0 A M M E T R O L I N K 7 : 0 0 : 0 0 A M 01 : 0 0 : 0 0 10 : 0 0 : 0 0 A M M E T R O L I N K 5 : 0 0 : 0 0 P M 07 : 0 0 : 0 0 5: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 1 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 1 5 : 0 0 A M 01 : 1 5 : 0 0 6: 5 5 : 0 0 A M M E T R O L I N K 3 : 5 4 : 0 0 P M 08 : 5 9 : 0 0 4: 0 0 : 0 0 P M M E T R O L I N K 6 : 0 1 : 0 0 P M 02 : 0 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 1 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 7: 0 4 : 0 0 A M M E T R O L I N K 3 : 4 0 : 0 0 P M 08 : 3 6 : 0 0 4: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 1 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 3: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 4: 3 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 6: 3 0 : 0 0 A M N O N M E T R O 7 : 4 7 : 0 0 A M 01 : 1 7 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 10 : 0 5 : 0 0 A M M E T R O L I N K 2 : 0 5 : 0 0 P M 04 : 0 0 : 0 0 4: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 7: 4 1 : 0 0 A M M E T R O L I N K 4 : 2 0 : 0 0 P M 08 : 3 9 : 0 0 5: 5 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 0 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 2: 0 5 : 0 0 P M 09 : 0 5 : 0 0 3: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 5 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5: 5 5 : 0 0 A M 00 : 5 5 : 0 0 7: 2 9 : 0 0 A M N O N M E T R O 6 : 0 1 : 0 0 P M 10 : 3 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 2: 0 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 05 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 7: 0 4 : 0 0 A M M E T R O L I N K 5 : 0 0 : 0 0 P M 09 : 5 6 : 0 0 5: 5 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 0 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 2 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 3: 3 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 2 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 3 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 6: 3 0 : 0 0 A M M E T R O L I N K 6 : 0 0 : 0 0 P M 11 : 3 0 : 0 0 6: 4 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 3 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 3: 3 7 : 0 0 P M N O N M E T R O S t i l l T h e r e 04 : 2 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 C 3 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 7: 1 7 : 0 0 A M M E T R O L I N K 2 : 0 0 : 0 0 P M 06 : 4 3 : 0 0 5: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 D 3 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 8 : 0 0 A M 01 : 0 8 : 0 0 7: 1 1 : 0 0 A M M E T R O L I N K 9 : 1 5 : 0 0 A M 02 : 0 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 D 3 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 10 : 1 5 : 0 0 A M N O N M E T R O 3 : 0 0 : 0 0 P M 04 : 4 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 D 3 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 1 8 : 0 0 A M 02 : 1 8 : 0 0 10 : 1 5 : 0 0 A M M E T R O L I N K S t i l l T h e r e 09 : 4 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 D 3 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 8 : 0 0 A M 01 : 0 8 : 0 0 7: 0 1 : 0 0 A M M E T R O L I N K 9 : 5 1 : 0 0 A M 02 : 5 0 : 0 0 2: 0 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 05 : 5 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 D 3 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 D 3 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 7: 2 0 : 0 0 A M M E T R O L I N K 9 : 5 1 : 0 0 A M 02 : 3 1 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 3 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 6 : 0 0 A M 02 : 0 6 : 0 0 3: 0 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 5 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 3: 3 7 : 0 0 P M M E T R O L I N K 3 : 4 2 : 0 0 P M 00 : 0 5 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 6 : 0 0 A M 02 : 0 6 : 0 0 3: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5: 5 5 : 0 0 A M 00 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5: 5 0 : 0 0 A M 00 : 5 0 : 0 0 4: 0 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 3: 5 0 : 0 0 P M N O N M E T R O 4 : 1 0 : 0 0 P M 00 : 2 0 : 0 0 4: 3 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 8 : 0 0 A M 02 : 4 8 : 0 0 11 : 0 7 : 0 0 A M N O N M E T R O 1 1 : 2 4 : 0 0 A M 00 : 1 7 : 0 0 11 : 4 0 : 0 0 A M M E T R O L I N K 1 : 3 3 : 0 0 P M 01 : 5 3 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K 7 : 0 0 : 0 0 P M 03 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 6 M e t r o L i n k O n l y 6: 0 0 : 0 0 A M M E T R O L I N K 7: 0 0 : 0 0 A M 01 : 0 0 : 0 0 7: 0 7 : 0 0 A M M E T R O L I N K S t i l l T h e r e 12 : 5 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 7 HC Al r e a d y T h e r e U N K N O W N 7: 4 8 : 0 0 A M 02 : 4 8 : 0 0 5: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 8 HC Al r e a d y T h e r e U N K N O W N 7: 4 8 : 0 0 A M 02 : 4 8 : 0 0 4: 5 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 4 9 HC Al r e a d y T h e r e U N K N O W N 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 5 0 HC Al r e a d y T h e r e U N K N O W N 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 4: 0 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 5 1 HC Al r e a d y T h e r e U N K N O W N 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 4: 0 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 E 5 2 HC Al r e a d y T h e r e U N K N O W N 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 12 : 0 6 : 0 0 P M N O N M E T R O 2 : 1 0 : 0 0 P M 02 : 0 4 : 0 0 3: 3 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 2 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 O f f i c e P a r k i n g O n l y 8: 1 6 : 0 0 A M N O N M E T R O 10 : 3 8 : 0 0 A M 02 : 2 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e N O N M E T R O 10 : 3 8 : 0 0 A M 05 : 3 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 O f f i c e P a r k i n g O n l y 6: 3 1 : 0 0 A M N O N M E T R O 12 : 0 8 : 0 0 P M 05 : 3 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 4 O f f i c e P a r k i n g O n l y 8: 0 5 : 0 0 A M N O N M E T R O 9: 2 9 : 0 0 A M 01 : 2 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 5 O f f i c e P a r k i n g O n l y 8: 2 5 : 0 0 A M N O N M E T R O 10 : 5 0 : 0 0 A M 02 : 2 5 : 0 0 1: 3 5 : 0 0 P M N O N M E T R O 5 : 0 6 : 0 0 P M 03 : 3 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 6 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M N O N M E T R O 1: 1 2 : 0 0 P M 05 : 2 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 7 O f f i c e P a r k i n g O n l y 7: 5 6 : 0 0 A M N O N M E T R O St i l l T h e r e 12 : 0 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 8 O f f i c e P a r k i n g O n l y 7: 5 4 : 0 0 A M NO N M E T R O 12 : 4 6 : 0 0 P M 04 : 5 2 : 0 0 1: 3 1 : 0 0 P M N O N M E T R O 3 : 2 0 : 0 0 P M 01 : 4 9 : 0 0 4: 1 9 : 0 0 P M N O N M E T R O 5 : 0 1 : 0 0 P M 00 : 4 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 9 O f f i c e P a r k i n g O n l y 8: 0 4 : 0 0 A M N O N M E T R O 12 : 0 5 : 0 0 P M 04 : 0 1 : 0 0 1: 3 5 : 0 0 P M N O N M E T R O 3 : 1 9 : 0 0 P M 01 : 4 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 0 O f f i c e P a r k i n g O n l y 8: 0 5 : 0 0 A M N O N M E T R O 4: 5 4 : 0 0 P M 08 : 4 9 : 0 0 6: 3 7 : 0 0 P M M E T R O L I N K 7 : 0 6 : 0 0 P M 00 : 2 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 1 O f f i c e P a r k i n g O n l y 7: 5 0 : 0 0 A M N O N M E T R O 2: 3 7 : 0 0 P M 06 : 4 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 2 O f f i c e P a r k i n g O n l y 8: 0 2 : 0 0 A M N O N M E T R O 9: 1 0 : 0 0 A M 01 : 0 8 : 0 0 9: 1 8 : 0 0 A M N O N M E T R O 5 : 0 6 : 0 0 P M 07 : 4 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 3 O f f i c e P a r k i n g O n l y 7: 2 8 : 0 0 A M N O N M E T R O MI S S E D 9: 2 5 : 0 0 A M NO N M E T R O 1 2 : 1 1 : 0 0 P M 02 : 4 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 4 O f f i c e P a r k i n g O n l y 7: 4 1 : 0 0 A M N O N M E T R O 5: 1 5 : 0 0 P M 09 : 3 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 5 O f f i c e P a r k i n g O n l y 7: 3 7 : 0 0 A M N O N M E T R O 11 : 5 3 : 0 0 A M 04 : 1 6 : 0 0 11 : 5 8 : 0 0 A M N O N M E T R O 1 2 : 0 6 : 0 0 P M 00 : 0 8 : 0 0 12 : 1 1 : 0 0 P M N O N M E T R O S t i l l T h e r e 07 : 4 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 6 O f f i c e P a r k i n g O n l y 12 : 0 0 : 0 0 P M N O N M E T R O St i l l T h e r e 08 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 7 O f f i c e P a r k i n g O n l y 7: 3 7 : 0 0 A M N O N M E T R O 12 : 5 9 : 0 0 P M 05 : 2 2 : 0 0 1: 1 3 : 0 0 P M N O N M E T R O S t i l l T h e r e 06 : 4 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 8 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M N O N M E T R O MI S S E D 12 : 4 6 : 0 0 P M NO N M E T R O 5 : 0 2 : 0 0 P M 04 : 1 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 1 9 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M N O N M E T R O 9: 5 0 : 0 0 A M 01 : 5 8 : 0 0 6: 5 4 : 0 0 P M N O N M E T R O 7 : 1 8 : 0 0 P M 00 : 2 4 : 0 0 7: 2 3 : 0 0 P M N O N M E T R O 7 : 4 3 : 0 0 P M 00 : 2 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 0 O f f i c e P a r k i n g O n l y 7: 5 9 : 0 0 A M N O N M E T R O MI S S E D 10 : 1 7 : 0 0 A M NO N M E T R O 5 : 1 1 : 0 0 P M 06 : 5 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 1 O f f i c e P a r k i n g O n l y 7: 5 1 : 0 0 A M N O N M E T R O 10 : 1 1 : 0 0 A M 02 : 2 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 2 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 23 O f f i c e P a r k i n g O n l y 7: 5 0 : 0 0 A M N O N M E T R O 5 : 0 3 : 0 0 P M 09 : 1 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 4 O f f i c e P a r k i n g O n l y 8: 1 9 : 0 0 A M N O N M E T R O 5: 2 7 : 0 0 P M 09 : 0 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 5 O f f i c e P a r k i n g O n l y 7: 3 3 : 0 0 A M P I C K U P 7: 4 5 : 0 0 A M 00 : 1 2 : 0 0 7: 5 1 : 0 0 A M NO N M E T R O 5 : 3 7 : 0 0 P M 09 : 4 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 6 O f f i c e P a r k i n g O n l y 8: 1 3 : 0 0 A M N O N M E T R O 9: 3 7 : 0 0 A M 01 : 2 4 : 0 0 Al r e a d y T h e r e N O N M E T R O 1 1 : 3 8 : 0 0 A M 06 : 3 8 : 0 0 2: 0 1 : 0 0 P M N O N M E T R O S t i l l T h e r e 05 : 5 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 7 O f f i c e P a r k i n g O n l y 8: 0 6 : 0 0 A M N O N M E T R O 5: 1 1 : 0 0 P M 09 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 8 O f f i c e P a r k i n g O n l y 7: 5 1 : 0 0 A M N O N M E T R O 12 : 0 1 : 0 0 P M 04 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 2 9 O f f i c e P a r k i n g O n l y 7: 1 3 : 0 0 A M S T A Y E D I N C A R 7: 3 8 : 0 0 A M 00 : 2 5 : 0 0 5: 4 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 0 O f f i c e P a r k i n g O n l y 7: 5 6 : 0 0 A M N O N M E T R O 5: 0 2 : 0 0 P M 09 : 0 6 : 0 0 5: 4 1 : 0 0 P M M E T R O L I N K 5 : 5 5 : 0 0 P M 00 : 1 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 1 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 Al r e a d y T h e r e N O N M E T R O 1 0 : 4 8 : 0 0 A M 05 : 4 8 : 0 0 1: 2 2 : 0 0 P M N O N M E T R O 2 : 1 5 : 0 0 P M 00 : 5 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 2 O f f i c e P a r k i n g O n l y 8: 1 7 : 0 0 A M N O N M E T R O 11 : 0 9 : 0 0 A M 02 : 5 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 3 O f f i c e P a r k i n g O n l y 7: 4 3 : 0 0 A M P I C K U P 8: 0 9 : 0 0 A M 00 : 2 6 : 0 0 8: 2 0 : 0 0 A M NO N M E T R O 1 0 : 0 4 : 0 0 A M 01 : 4 4 : 0 0 12 : 2 0 : 0 0 P M N O N M E T R O 4 : 5 0 : 0 0 P M 04 : 3 0 : 0 0 5: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 4 O f f i c e P a r k i n g O n l y 6: 5 2 : 0 0 A M M E T R O L I N K 6: 5 6 : 0 0 A M 00 : 0 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 5 O f f i c e P a r k i n g O n l y 8: 2 6 : 0 0 A M N O N M E T R O St i l l T h e r e 11 : 3 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 6 O f f i c e P a r k i n g O n l y 8: 1 8 : 0 0 A M N O N M E T R O 9: 2 5 : 0 0 A M 01 : 0 7 : 0 0 Al r e a d y T h e r e N O N M E T R O 1 2 : 1 6 : 0 0 P M 07 : 1 6 : 0 0 1: 3 0 : 0 0 P M N O N M E T R O 5 : 0 5 : 0 0 P M 03 : 3 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 7 O f f i c e P a r k i n g O n l y 7: 5 7 : 0 0 A M N O N M E T R O 5: 2 5 : 0 0 P M 09 : 2 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 8 O f f i c e P a r k i n g O n l y 6: 5 5 : 0 0 A M S T A Y E D I N C A R 6: 5 7 : 0 0 A M 00 : 0 2 : 0 0 7: 5 7 : 0 0 A M N O N M E T R O 4 : 1 2 : 0 0 P M 08 : 1 5 : 0 0 5: 1 5 : 0 0 P M P I C K U P 5 : 2 1 : 0 0 P M 00 : 0 6 : 0 0 5: 3 4 : 0 0 P M M E T R O L I N K 5 : 5 5 : 0 0 P M 00 : 2 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 3 9 O f f i c e P a r k i n g O n l y 5: 1 0 : 0 0 A M S T A Y E D I N C A R 5: 5 9 : 0 0 A M 00 : 4 9 : 0 0 8: 3 2 : 0 0 A M N O N M E T R O 9 : 3 0 : 0 0 A M 00 : 5 8 : 0 0 Al r e a d y T h e r e N O N M E T R O 5 : 3 1 : 0 0 P M 12 : 3 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 4 0 O f f i c e P a r k i n g O n l y 7: 4 8 : 0 0 A M P I C K U P 8: 1 0 : 0 0 A M 00 : 2 2 : 0 0 8: 4 1 : 0 0 A M NO N M E T R O 9 : 4 5 : 0 0 A M 01 : 0 4 : 0 0 9: 5 7 : 0 0 A M N O N M E T R O 1 : 3 0 : 0 0 P M 03 : 3 3 : 0 0 3: 3 9 : 0 0 P M M E T R O L I N K 3 : 4 9 : 0 0 P M 00 : 1 0 : 0 0 5: 5 9 : 0 0 P M M E T R O L I N K 6 : 0 8 : 0 0 P M 00 : 0 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 4 1 O f f i c e P a r k i n g O n l y 8: 3 4 : 0 0 A M N O N M E T R O St i l l T h e r e 11 : 2 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 4 2 O f f i c e P a r k i n g O n l y 8: 2 7 : 0 0 A M S T A Y E D I N C A R 9: 0 2 : 0 0 A M 00 : 3 5 : 0 0 9: 1 6 : 0 0 A M N O N M E T R O 7 : 0 0 : 0 0 P M 09 : 4 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 4 3 O f f i c e P a r k i n g O n l y 8: 4 3 : 0 0 A M N O N M E T R O 9: 1 0 : 0 0 A M 00 : 2 7 : 0 0 4: 4 6 : 0 0 P M P I C K U P 5 : 1 0 : 0 0 P M 00 : 2 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 A 4 4 O f f i c e P a r k i n g O n l y 7: 5 3 : 0 0 A M P I C K U P 8: 1 0 : 0 0 A M 00 : 1 7 : 0 0 8: 1 7 : 0 0 A M NO N M E T R O 1 : 0 9 : 0 0 P M 04 : 5 2 : 0 0 1: 2 5 : 0 0 P M N O N M E T R O 3 : 3 1 : 0 0 P M 02 : 0 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 4 5 M e t r o L i n k O n l y 6: 4 1 : 0 0 A M M E T R O L I N K 3: 5 5 : 0 0 P M 09 : 1 4 : 0 0 3: 5 9 : 0 0 P M M E T R O L I N K 4 : 2 0 : 0 0 P M 00 : 2 1 : 0 0 4: 3 1 : 0 0 P M ME T R O L I N K S t i l l T h e r e 03 : 2 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 4 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 4: 4 3 : 0 0 P M M E T R O L I N K 5 : 5 5 : 0 0 P M 01 : 1 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 4 7 M e t r o L i n k O n l y 6: 5 2 : 0 0 A M M E T R O L I N K 6: 0 8 : 0 0 P M 11 : 1 6 : 0 0 6: 3 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 2 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 4 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 1 1 : 0 0 A M 03 : 1 1 : 0 0 12 : 5 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 0 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 4 9 M e t r o L i n k O n l y 6: 5 0 : 0 0 A M M E T R O L I N K 7: 1 1 : 0 0 P M 12 : 2 1 : 0 0 7: 1 7 : 0 0 P M N O N M E T R O S t i l l T h e r e 00 : 4 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 1 5 : 0 0 A M 03 : 1 5 : 0 0 10 : 0 0 : 0 0 A M N O N M E T R O 1 2 : 0 8 : 0 0 P M 02 : 0 8 : 0 0 1: 0 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 06 : 5 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 6: 3 9 : 0 0 A M M E T R O L I N K 5 : 5 5 : 0 0 P M 11 : 1 6 : 0 0 6: 4 2 : 0 0 P M N O N M E T R O S t i l l T h e r e 01 : 1 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 2 M e t r o L i n k O n l y Al r e a d y T h e r e ME T R O L I N K 5: 5 3 : 0 0 A M 00 : 5 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 6: 4 8 : 0 0 A M M E T R O L I N K 5 : 2 3 : 0 0 P M 10 : 3 5 : 0 0 5: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 6: 5 1 : 0 0 A M M E T R O L I N K 5 : 5 5 : 0 0 P M 11 : 0 4 : 0 0 6: 0 7 : 0 0 P M N O N M E T R O S t i l l T h e r e 01 : 5 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 7: 5 4 : 0 0 A M M E T R O L I N K 5 : 5 6 : 0 0 P M 10 : 0 2 : 0 0 6: 0 5 : 0 0 P M N O N M E T R O 6 : 1 3 : 0 0 P M 00 : 0 8 : 0 0 6: 4 3 : 0 0 P M N O N M E T R O S t i l l T h e r e 01 : 1 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 6: 3 1 : 0 0 A M M E T R O L I N K 5 : 2 2 : 0 0 P M 10 : 5 1 : 0 0 5: 3 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 7 M e t r o L i n k O n l y 8: 3 7 : 0 0 A M N O N M E T R O 12 : 0 0 : 0 0 P M 03 : 2 3 : 0 0 12 : 5 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 0 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 6: 5 3 : 0 0 A M M E T R O L I N K 5 : 2 3 : 0 0 P M 10 : 3 0 : 0 0 5: 3 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 5 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 6: 5 2 : 0 0 A M M E T R O L I N K 5 : 4 8 : 0 0 P M 10 : 5 6 : 0 0 5: 5 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 0 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 6 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 7 : 0 0 A M 02 : 0 7 : 0 0 7: 4 1 : 0 0 A M M E T R O L I N K 5 : 5 6 : 0 0 P M 10 : 1 5 : 0 0 6: 5 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 0 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 6 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 8: 3 9 : 0 0 A M P I C K U P 8 : 5 3 : 0 0 A M 00 : 1 4 : 0 0 3: 5 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 6 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 8: 4 8 : 0 0 A M M E T R O L I N K 9 : 1 1 : 0 0 A M 00 : 2 3 : 0 0 12 : 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 1 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 6 3 M e t r o L i n k O n l y 6: 0 8 : 0 0 A M M E T R O L I N K 6: 2 1 : 0 0 A M 00 : 1 3 : 0 0 12 : 1 3 : 0 0 P M S T A Y E D I N C A R 1 2 : 1 5 : 0 0 P M 00 : 0 2 : 0 0 3: 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 2 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 2 B 6 4 HC Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 4: 2 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 A 1 O f f i c e P a r k i n g O n l y 7: 2 5 : 0 0 A M O F F I C E 5: 3 6 : 0 0 P M 10 : 1 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3A 2 O f f i c e P a r k i n g O n l y 6: 4 5 : 0 0 A M O F F I C E 5: 3 0 : 0 0 P M 10 : 4 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3A 3 O f f i c e P a r k i n g O n l y 5: 3 6 : 0 0 P M O F F I C E 6: 1 6 : 0 0 P M 00 : 4 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3A 4 O f f i c e P a r k i n g O n l y 6: 3 8 : 0 0 A M O F F I C E 11 : 3 7 : 0 0 A M 04 : 5 9 : 0 0 4: 2 4 : 0 0 P M OF F I C E 5 : 2 5 : 0 0 P M 01 : 0 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 A 5 O f f i c e P a r k i n g O n l y 7: 2 9 : 0 0 A M O F F I C E 4: 0 6 : 0 0 P M 08 : 3 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3A 6 O f f i c e P a r k i n g O n l y 6: 3 6 : 0 0 A M O F F I C E 7: 5 5 : 0 0 A M 01 : 1 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3A 7 O f f i c e P a r k i n g O n l y 6: 3 8 : 0 0 A M N O N M E T R O 5: 2 0 : 0 0 P M 10 : 4 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 A 8 O f f i c e P a r k i n g O n l y 7: 0 2 : 0 0 A M N O N M E T R O 12 : 3 7 : 0 0 P M 05 : 3 5 : 0 0 12 : 5 4 : 0 0 P M N O N M E T R O 3 : 2 5 : 0 0 P M 02 : 3 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 A 9 HC 8: 2 0 : 0 0 A M N O N M E T R O 11 : 4 2 : 0 0 A M 03 : 2 2 : 0 0 1: 5 4 : 0 0 P M O F F I C E 3 : 4 6 : 0 0 P M 01 : 5 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 A 1 0 HC 9: 5 1 : 0 0 A M N O N M E T R O 10 : 1 4 : 0 0 A M 00 : 2 3 : 0 0 DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 A 1 1 HC 6: 0 5 : 0 0 A M N O N M E T R O S t i l l T h e r e 13 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 A 1 2 HC Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 13 O f f i c e P a r k i n g O n l y 6: 3 5 : 0 0 A M O F F I C E 5: 3 5 : 0 0 P M 11 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 1 4 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M O F F I C E 5: 1 6 : 0 0 P M 09 : 2 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 1 5 O f f i c e P a r k i n g O n l y 6: 3 2 : 0 0 A M O F F I C E 3: 3 6 : 0 0 P M 09 : 0 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 1 6 O f f i c e P a r k i n g O n l y 7: 1 5 : 0 0 A M O F F I C E 2: 0 6 : 0 0 P M 06 : 5 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 1 7 O f f i c e P a r k i n g O n l y 7: 3 3 : 0 0 A M O F F I C E 4: 0 9 : 0 0 P M 08 : 3 6 : 0 0 5: 4 4 : 0 0 P M ME T R O L I N K 5 : 5 5 : 0 0 P M 00 : 1 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 1 8 O f f i c e P a r k i n g O n l y 6: 5 9 : 0 0 A M O F F I C E 3: 5 8 : 0 0 P M 08 : 5 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 1 9 O f f i c e P a r k i n g O n l y 5: 4 0 : 0 0 A M O F F I C E 4: 4 0 : 0 0 P M 11 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 2 0 O f f i c e P a r k i n g O n l y 6: 2 5 : 0 0 A M O F F I C E 5: 3 3 : 0 0 P M 11 : 0 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 2 1 O f f i c e P a r k i n g O n l y 7: 2 5 : 0 0 A M O F F I C E 12 : 0 9 : 0 0 P M 04 : 4 4 : 0 0 12 : 2 7 : 0 0 P M OF F I C E 4 : 0 4 : 0 0 P M 03 : 3 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 2 2 O f f i c e P a r k i n g O n l y 6: 2 8 : 0 0 A M O F F I C E 5: 4 8 : 0 0 P M 11 : 2 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 2 3 O f f i c e P a r k i n g O n l y 7: 2 8 : 0 0 A M O F F I C E 4: 1 2 : 0 0 P M 08 : 4 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 2 4 O f f i c e P a r k i n g O n l y 7: 4 3 : 0 0 A M O F F I C E 11 : 1 1 : 0 0 A M 03 : 2 8 : 0 0 1: 3 7 : 0 0 P M OF F I C E 1 : 4 0 : 0 0 P M 00 : 0 3 : 0 0 1: 4 2 : 0 0 P M O F F I C E 3 : 2 3 : 0 0 P M 01 : 4 1 : 0 0 3: 5 5 : 0 0 P M O F F I C E 4 : 0 0 : 0 0 P M 00 : 0 5 : 0 0 4: 3 0 : 0 0 P M O F F I C E 5 : 1 0 : 0 0 P M 00 : 4 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 2 5 O f f i c e P a r k i n g O n l y 6: 1 5 : 0 0 A M OF F I C E 5: 0 1 : 0 0 P M 10 : 4 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 2 6 O f f i c e P a r k i n g O n l y 7: 4 8 : 0 0 A M O F F I C E 5: 3 8 : 0 0 P M 09 : 5 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 2 7 O f f i c e P a r k i n g O n l y 6: 3 0 : 0 0 A M O F F I C E 5: 1 0 : 0 0 P M 10 : 4 0 : 0 0 5: 2 6 : 0 0 P M OF F I C E S t i l l T h e r e 02 : 3 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 2 8 O f f i c e P a r k i n g O n l y 6: 4 9 : 0 0 A M O F F I C E 12 : 0 7 : 0 0 P M 05 : 1 8 : 0 0 12 : 1 2 : 0 0 P M OF F I C E 5 : 2 8 : 0 0 P M 05 : 1 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 2 9 O f f i c e P a r k i n g O n l y 6: 5 0 : 0 0 A M O F F I C E 5: 2 0 : 0 0 P M 10 : 3 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 3 0 O f f i c e P a r k i n g O n l y 8: 1 0 : 0 0 A M O F F I C E 5: 2 5 : 0 0 P M 09 : 1 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 3 1 O f f i c e P a r k i n g O n l y 8: 0 8 : 0 0 A M O F F I C E 2: 0 9 : 0 0 P M 06 : 0 1 : 0 0 2: 1 3 : 0 0 P M OF F I C E 4 : 3 1 : 0 0 P M 02 : 1 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 2 O f f i c e P a r k i n g O n l y 7: 3 5 : 0 0 A M O F F I C E 7: 4 0 : 0 0 A M 00 : 0 5 : 0 0 7: 4 1 : 0 0 A M OF F I C E 1 1 : 2 1 : 0 0 A M 03 : 4 0 : 0 0 11 : 4 4 : 0 0 A M O F F I C E 4 : 1 6 : 0 0 P M 04 : 3 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 3 O f f i c e P a r k i n g O n l y 7: 0 0 : 0 0 A M O F F I C E 1: 1 3 : 0 0 P M 06 : 1 3 : 0 0 1: 1 5 : 0 0 P M OF F I C E 4 : 2 8 : 0 0 P M 03 : 1 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 4 O f f i c e P a r k i n g O n l y 7: 1 3 : 0 0 A M N O N M E T R O 12 : 0 0 : 0 0 P M 04 : 4 7 : 0 0 12 : 0 1 : 0 0 P M O F F I C E 4 : 2 5 : 0 0 P M 04 : 2 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 5 O f f i c e P a r k i n g O n l y 5: 5 0 : 0 0 A M O F F I C E 6: 1 0 : 0 0 A M 00 : 2 0 : 0 0 7: 0 5 : 0 0 A M NO N M E T R O 2 : 2 3 : 0 0 P M 07 : 1 8 : 0 0 2: 3 4 : 0 0 P M N O N M E T R O 4 : 2 7 : 0 0 P M 01 : 5 3 : 0 0 5: 2 6 : 0 0 P M O F F I C E 5 : 3 0 : 0 0 P M 00 : 0 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 6 O f f i c e P a r k i n g O n l y 8: 0 5 : 0 0 A M O F F I C E 8: 2 0 : 0 0 A M 00 : 1 5 : 0 0 8: 2 3 : 0 0 A M OF F I C E 1 0 : 0 5 : 0 0 A M 01 : 4 2 : 0 0 10 : 1 0 : 0 0 A M O F F I C E 1 2 : 0 7 : 0 0 P M 01 : 5 7 : 0 0 12 : 1 5 : 0 0 P M O F F I C E 3 : 2 1 : 0 0 P M 03 : 0 6 : 0 0 3: 3 2 : 0 0 P M O F F I C E 4 : 4 8 : 0 0 P M 01 : 1 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 7 O f f i c e P a r k i n g O n l y 8: 3 2 : 0 0 A M O F F I C E 9: 3 1 : 0 0 A M 00 : 5 9 : 0 0 10 : 0 6 : 0 0 A M OF F I C E 1 2 : 0 0 : 0 0 P M 01 : 5 4 : 0 0 12 : 2 5 : 0 0 P M N O N M E T R O 2 : 2 6 : 0 0 P M 02 : 0 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 8 O f f i c e P a r k i n g O n l y 7: 5 3 : 0 0 A M O F F I C E 10 : 1 2 : 0 0 A M 02 : 1 9 : 0 0 12 : 2 9 : 0 0 P M NO N M E T R O 2 : 1 0 : 0 0 P M 01 : 4 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 3 9 O f f i c e P a r k i n g O n l y 8: 3 7 : 0 0 A M O F F I C E 9: 3 0 : 0 0 A M 00 : 5 3 : 0 0 1: 0 0 : 0 0 P M OF F I C E 2 : 5 7 : 0 0 P M 01 : 5 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 4 0 O f f i c e P a r k i n g O n l y 8: 1 3 : 0 0 A M O F F I C E 9: 2 8 : 0 0 A M 01 : 1 5 : 0 0 9: 3 1 : 0 0 A M OF F I C E 1 1 : 2 3 : 0 0 A M 01 : 5 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 4 1 O f f i c e P a r k i n g O n l y 8: 3 9 : 0 0 A M O F F I C E 12 : 1 5 : 0 0 P M 03 : 3 6 : 0 0 1: 5 5 : 0 0 P M OF F I C E 5 : 0 3 : 0 0 P M 03 : 0 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 4 2 O f f i c e P a r k i n g O n l y 7: 5 0 : 0 0 A M O F F I C E 1: 0 4 : 0 0 P M 05 : 1 4 : 0 0 5: 2 0 : 0 0 P M ME T R O L I N K 5 : 3 8 : 0 0 P M 00 : 1 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 4 3 O f f i c e P a r k i n g O n l y 8: 1 8 : 0 0 A M O F F I C E St i l l T h e r e 11 : 4 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 4 4 O f f i c e P a r k i n g O n l y 8: 2 2 : 0 0 A M O F F I C E 10 : 5 0 : 0 0 A M 02 : 2 8 : 0 0 1: 1 8 : 0 0 P M OF F I C E 2 : 1 4 : 0 0 P M 00 : 5 6 : 0 0 4: 4 0 : 0 0 P M O F F I C E 4 : 4 4 : 0 0 P M 00 : 0 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 4 5 O f f i c e P a r k i n g O n l y 7: 5 4 : 0 0 A M O F F I C E 9: 4 3 : 0 0 A M 01 : 4 9 : 0 0 5: 0 0 : 0 0 P M OF F I C E 5 : 0 9 : 0 0 P M 00 : 0 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 4 6 O f f i c e P a r k i n g O n l y 8: 0 6 : 0 0 A M O F F I C E 9: 5 0 : 0 0 A M 01 : 4 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 4 7 O f f i c e P a r k i n g O n l y 7: 4 8 : 0 0 A M O F F I C E 4: 4 2 : 0 0 P M 08 : 5 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 4 8 O f f i c e P a r k i n g O n l y 7: 3 6 : 0 0 A M O F F I C E 3: 3 8 : 0 0 P M 08 : 0 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 4 9 O f f i c e P a r k i n g O n l y 7: 1 6 : 0 0 A M O F F I C E 3: 4 4 : 0 0 P M 08 : 2 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 5 0 O f f i c e P a r k i n g O n l y 6: 5 1 : 0 0 A M O F F I C E St i l l T h e r e 13 : 0 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 5 1 O f f i c e P a r k i n g O n l y 6: 4 8 : 0 0 A M O F F I C E 3: 2 1 : 0 0 P M 08 : 3 3 : 0 0 5: 3 6 : 0 0 P M ME T R O L I N K S t i l l T h e r e 02 : 2 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 5 2 O f f i c e P a r k i n g O n l y 6: 5 8 : 0 0 A M O F F I C E 11 : 3 7 : 0 0 A M 04 : 3 9 : 0 0 5: 4 0 : 0 0 P M ME T R O L I N K 5 : 5 4 : 0 0 P M 00 : 1 4 : 0 0 6: 4 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 5 3 O f f i c e P a r k i n g O n l y 5: 3 0 : 0 0 A M O F F I C E 6: 0 8 : 0 0 A M 00 : 3 8 : 0 0 8: 4 6 : 0 0 A M OF F I C E 1 1 : 0 4 : 0 0 A M 02 : 1 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 5 4 O f f i c e P a r k i n g O n l y 8: 4 3 : 0 0 A M O F F I C E 4: 3 8 : 0 0 P M 07 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3B 5 5 O f f i c e P a r k i n g O n l y 5: 2 9 : 0 0 A M O F F I C E 5: 4 4 : 0 0 A M 00 : 1 5 : 0 0 5: 5 0 : 0 0 A M OF F I C E 5 : 5 2 : 0 0 A M 00 : 0 2 : 0 0 6: 4 8 : 0 0 A M O F F I C E 6 : 5 8 : 0 0 A M 00 : 1 0 : 0 0 8: 3 2 : 0 0 A M O F F I C E 5 : 1 5 : 0 0 P M 08 : 4 3 : 0 0 5: 4 5 : 0 0 P M M E T R O L I N K 5 : 5 0 : 0 0 P M 00 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 B 5 6 O f f i c e P a r k i n g O n l y 8: 4 0 : 0 0 A M O F F I C E 8: 5 4 : 0 0 A M 00 : 1 4 : 0 0 9: 0 3 : 0 0 A M OF F I C E 5 : 2 0 : 0 0 P M 08 : 1 7 : 0 0 7: 5 8 : 0 0 P M O F F I C E S t i l l T h e r e 00 : 0 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3 C 5 7 R e g u l a r / N a v c o 6: 5 9 : 0 0 A M O F F I C E 4: 2 0 : 0 0 P M 09 : 2 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3C 5 8 R e g u l a r / N a v c o 7: 4 0 : 0 0 A M O F F I C E 3: 4 0 : 0 0 P M 08 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3C 5 9 R e g u l a r / N a v c o 7: 4 4 : 0 0 A M O F F I C E 3: 2 0 : 0 0 P M 07 : 3 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 3C 6 0 R e g u l a r / N a v c o 7: 1 5 : 0 0 A M O F F I C E 9: 5 2 : 0 0 A M 02 : 3 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4A 1 M e t r o L i n k O n l y 6: 2 1 : 0 0 A M M E T R O L I N K 5: 5 7 : 0 0 P M 11 : 3 6 : 0 0 6: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4A 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 2: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 05 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 6: 5 5 : 0 0 A M M E T R O L I N K 5 : 2 4 : 0 0 P M 10 : 2 9 : 0 0 5: 3 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 9 : 0 0 A M 02 : 4 9 : 0 0 8: 0 5 : 0 0 A M M E T R O L I N K 5 : 3 6 : 0 0 P M 09 : 3 1 : 0 0 7: 5 0 : 0 0 P M N O N M E T R O S t i l l T h e r e 00 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 7 : 0 0 A M 01 : 2 7 : 0 0 3: 4 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 7 : 0 0 A M 01 : 2 7 : 0 0 6: 4 5 : 0 0 A M M E T R O L I N K 5 : 2 1 : 0 0 P M 10 : 3 6 : 0 0 5: 3 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 3: 4 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 6: 1 5 : 0 0 A M M E T R O L I N K 5 : 2 2 : 0 0 P M 11 : 0 7 : 0 0 5: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e ME T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 4: 2 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 1 M e t r o L i n k O n l y 5: 4 2 : 0 0 A M M E T R O L I N K 4: 0 1 : 0 0 P M 10 : 1 9 : 0 0 4: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 12 : 4 5 : 0 0 P M N O N M E T R O 1 2 : 4 8 : 0 0 P M 00 : 0 3 : 0 0 4: 1 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 3: 4 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 6: 0 9 : 0 0 A M M E T R O L I N K 5 : 5 6 : 0 0 P M 11 : 4 7 : 0 0 6: 4 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 3: 4 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 6 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4A 1 7 M e t r o L i n k O n l y 12 : 5 6 : 0 0 P M N O N M E T R O 12 : 5 9 : 0 0 P M 00 : 0 3 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 4: 1 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 1 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 8: 4 5 : 0 0 A M N O N M E T R O 1 1 : 2 0 : 0 0 A M 02 : 3 5 : 0 0 12 : 4 8 : 0 0 P M N O N M E T R O 1 2 : 5 7 : 0 0 P M 00 : 0 9 : 0 0 1: 3 9 : 0 0 P M M E T R O L I N K 3 : 4 4 : 0 0 P M 02 : 0 5 : 0 0 3: 5 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 2 0 M e t r o L i n k O n l y 8: 2 3 : 0 0 A M N O N M E T R O 11 : 4 7 : 0 0 A M 03 : 2 4 : 0 0 11 : 5 0 : 0 0 A M N O N M E T R O 3 : 2 4 : 0 0 P M 03 : 3 4 : 0 0 5: 2 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 2 1 M e t r o L i n k O n l y 6: 4 0 : 0 0 A M M E T R O L I N K 6: 2 0 : 0 0 P M 11 : 4 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 2 2 M e t r o L i n k O n l y 7: 2 2 : 0 0 A M N O N M E T R O 12 : 0 4 : 0 0 P M 04 : 4 2 : 0 0 12 : 4 0 : 0 0 P M N O N M E T R O 3 : 1 2 : 0 0 P M 02 : 3 2 : 0 0 5: 2 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 2 3 M e t r o L i n k O n l y 5: 0 2 : 0 0 A M N O N M E T R O 6: 1 5 : 0 0 A M 01 : 1 3 : 0 0 7: 4 1 : 0 0 A M N O N M E T R O 1 0 : 1 5 : 0 0 A M 02 : 3 4 : 0 0 12 : 4 6 : 0 0 P M M E T R O L I N K 6 : 3 1 : 0 0 P M 05 : 4 5 : 0 0 7: 0 1 : 0 0 P M N O N M E T R O S t i l l T h e r e 00 : 5 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 2 4 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4A 2 5 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4A 2 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 6 : 0 0 A M 00 : 5 6 : 0 0 4: 1 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 A 2 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 3: 5 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 B 2 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 8: 5 1 : 0 0 A M N O N M E T R O 1 1 : 1 5 : 0 0 A M 02 : 2 4 : 0 0 3: 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 B 2 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 11 : 3 1 : 0 0 A M N O N M E T R O 1 2 : 0 6 : 0 0 P M 00 : 3 5 : 0 0 4: 1 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 B 3 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 9: 0 4 : 0 0 A M N O N M E T R O 1 1 : 0 5 : 0 0 A M 02 : 0 1 : 0 0 4: 1 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 B 3 1 M e t r o L i n k O n l y 8: 4 1 : 0 0 A M N O N M E T R O 12 : 2 4 : 0 0 P M 03 : 4 3 : 0 0 3: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 2 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e N O N M E T R O 12 : 2 5 : 0 0 P M 07 : 2 5 : 0 0 12 : 4 4 : 0 0 P M N O N M E T R O 4 : 3 7 : 0 0 P M 03 : 5 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 3 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e N O N M E T R O 2: 3 6 : 0 0 P M 09 : 3 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 4 O f f i c e P a r k i n g O n l y 8: 2 8 : 0 0 A M N O N M E T R O 8: 5 5 : 0 0 A M 00 : 2 7 : 0 0 9: 2 4 : 0 0 A M N O N M E T R O 1 : 1 0 : 0 0 P M 03 : 4 6 : 0 0 1: 2 9 : 0 0 P M N O N M E T R O 4 : 2 3 : 0 0 P M 02 : 5 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 5 O f f i c e P a r k i n g O n l y 8: 1 3 : 0 0 A M N O N M E T R O 1: 5 7 : 0 0 P M 05 : 4 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 6 O f f i c e P a r k i n g O n l y 7: 5 5 : 0 0 A M N O N M E T R O 4: 2 4 : 0 0 P M 08 : 2 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 7 O f f i c e P a r k i n g O n l y 8: 1 8 : 0 0 A M N O N M E T R O 3: 3 8 : 0 0 P M 07 : 2 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 8 O f f i c e P a r k i n g O n l y 8: 4 8 : 0 0 A M N O N M E T R O 11 : 2 3 : 0 0 A M 02 : 3 5 : 0 0 2: 1 1 : 0 0 P M N O N M E T R O 2 : 5 6 : 0 0 P M 00 : 4 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 3 9 O f f i c e P a r k i n g O n l y 10 : 3 2 : 0 0 A M N O N M E T R O 10 : 3 9 : 0 0 A M 00 : 0 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 4 C 4 0 O f f i c e P a r k i n g O n l y 7: 0 5 : 0 0 A M N O N M E T R O 7: 3 8 : 0 0 A M 00 : 3 3 : 0 0 9: 5 9 : 0 0 A M N O N M E T R O 2 : 5 3 : 0 0 P M 04 : 5 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 4: 5 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 4: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 1 6 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 4: 3 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 11 : 1 6 : 0 0 A M 06 : 1 6 : 0 0 4: 4 6 : 0 0 P M N O N M E T R O S t i l l T h e r e 03 : 1 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 0 7 : 0 0 A M 03 : 0 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 6 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5A 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 3 : 0 0 A M 02 : 0 3 : 0 0 5: 0 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 4: 2 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 5: 0 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 4: 3 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 A 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5A 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 4: 5 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 1 3 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 14 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 1 5 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 1 6 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 1 7 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 1 8 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 1 9 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 2 0 O f f i c e P a r k i n g O n l y 7: 1 7 : 0 0 A M N O N M E T R O 2 : 1 2 : 0 0 P M 06 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 2 1 O f f i c e P a r k i n g O n l y 2: 1 6 : 0 0 P M NO N M E T R O 4: 0 0 : 0 0 P M 01 : 4 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 2 2 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 23 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 2 4 O f f i c e P a r k i n g O n l y 7: 1 9 : 0 0 A M N O N M E T R O 4 : 0 0 : 0 0 P M 08 : 4 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 2 5 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5B 2 6 O f f i c e P a r k i n g O n l y 6: 4 1 : 0 0 A M N O N M E T R O 1 2 : 2 6 : 0 0 P M 05 : 4 5 : 0 0 12 : 3 1 : 0 0 P M N O N M E T R O 1 2 : 4 5 : 0 0 P M 00 : 1 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 2 7 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 28 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 2 9 O f f i c e P a r k i n g O n l y 1: 3 6 : 0 0 P M N O N M E T R O 4 : 4 1 : 0 0 P M 03 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 3 0 O f f i c e P a r k i n g O n l y 9: 0 2 : 0 0 A M N O N M E T R O 11 : 4 5 : 0 0 A M 02 : 4 3 : 0 0 12 : 2 0 : 0 0 P M N O N M E T R O 1 2 : 3 9 : 0 0 P M 00 : 1 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 3 1 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e U N K N O W N 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 3 2 R e g u l a r 5: 4 6 : 0 0 A M M E T R O L I N K St i l l T h e r e 14 : 1 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5B 3 3 R e g u l a r Al r e a d y T h e r e U N K N O W N 8: 1 9 : 0 0 A M 03 : 1 9 : 0 0 5: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 3 4 R e g u l a r Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5B 3 5 R e g u l a r Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 36 R e g u l a r Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 3 7 R e g u l a r 5: 1 8 : 0 0 A M M E T R O L I N K S t i l l T h e r e 14 : 4 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 3 8 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 7 : 0 0 A M 02 : 0 7 : 0 0 5: 1 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 3 9 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 5: 1 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 0 R e g u l a r Al r e a d y T h e r e U N K N O W N 5: 5 5 : 0 0 A M 00 : 5 5 : 0 0 5: 1 6 : 0 0 P M M E T R O L I N K 7 : 1 2 : 0 0 P M 01 : 5 6 : 0 0 7: 3 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 00 : 2 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 1 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 0 : 0 0 A M 01 : 2 0 : 0 0 5: 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 2 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 6 : 0 0 A M 01 : 2 6 : 0 0 5: 1 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 3 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 3 : 0 0 A M 02 : 0 3 : 0 0 5: 1 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 4 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 4: 5 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 5 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 5: 1 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 6 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 5: 0 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 7 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 5: 0 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 8 R e g u l a r Al r e a d y T h e r e U N K N O W N 5: 5 9 : 0 0 A M 00 : 5 9 : 0 0 4: 5 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 5 B 4 9 R e g u l a r Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 R e g u l a r / N a v c o 7: 3 4 : 0 0 A M M E T R O L I N K 5 : 1 4 : 0 0 P M 09 : 4 0 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 2 R e g u l a r / N a v c o 8: 0 4 : 0 0 A M NO N M E T R O 5: 2 3 : 0 0 P M 09 : 1 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 3 R e g u l a r / N a v c o 8: 0 0 : 0 0 A M N O N M E T R O 10 : 0 1 : 0 0 A M 02 : 0 1 : 0 0 10 : 0 1 : 0 0 A M N O N M E T R O 1 1 : 4 1 : 0 0 A M 01 : 4 0 : 0 0 12 : 0 4 : 0 0 P M N O N M E T R O 1 2 : 2 5 : 0 0 P M 00 : 2 1 : 0 0 12 : 5 3 : 0 0 P M N O N M E T R O S t i l l T h e r e 07 : 0 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 4 R e g u l a r / N a v c o 7: 5 4 : 0 0 A M N O N M E T R O 12 : 1 9 : 0 0 P M 04 : 2 5 : 0 0 1: 0 3 : 0 0 P M N O N M E T R O 3 : 4 4 : 0 0 P M 02 : 4 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 5 R e g u l a r / N a v c o 7: 3 2 : 0 0 A M N O N M E T R O 12 : 3 1 : 0 0 P M 04 : 5 9 : 0 0 1: 0 1 : 0 0 P M N O N M E T R O 5 : 0 5 : 0 0 P M 04 : 0 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 6 R e g u l a r / N a v c o 7: 5 2 : 0 0 A M N O N M E T R O 12 : 3 0 : 0 0 P M 04 : 3 8 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 7 R e g u l a r / N a v c o 7: 1 9 : 0 0 A M N O N M E T R O 5: 0 1 : 0 0 P M 09 : 4 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 8 R e g u l a r / N a v c o 7: 2 9 : 0 0 A M N O N M E T R O 5: 0 3 : 0 0 P M 09 : 3 4 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 9 R e g u l a r / N a v c o 7: 4 6 : 0 0 A M N O N M E T R O 5: 0 3 : 0 0 P M 09 : 1 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 0 R e g u l a r / N a v c o 8: 1 5 : 0 0 A M N O N M E T R O 3: 3 0 : 0 0 P M 07 : 1 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 1 R e g u l a r / N a v c o 5: 5 2 : 0 0 A M N O N M E T R O 5: 0 4 : 0 0 P M 11 : 1 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 2 R e g u l a r / N a v c o 8: 2 5 : 0 0 A M N O N M E T R O 3: 3 4 : 0 0 P M 07 : 0 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 3 R e g u l a r / N a v c o 5: 4 0 : 0 0 A M N O N M E T R O 4: 3 9 : 0 0 P M 10 : 5 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 4 R e g u l a r / N a v c o 8: 2 7 : 0 0 A M N O N M E T R O 9: 5 5 : 0 0 A M 01 : 2 8 : 0 0 1: 1 0 : 0 0 P M N O N M E T R O 5 : 3 3 : 0 0 P M 04 : 2 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 5 R e g u l a r / N a v c o 6: 3 4 : 0 0 A M N O N M E T R O 11 : 1 8 : 0 0 A M 04 : 4 4 : 0 0 11 : 3 7 : 0 0 A M N O N M E T R O S t i l l T h e r e 08 : 2 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 6 R e g u l a r / N a v c o 8: 5 0 : 0 0 A M N O N M E T R O 5: 3 3 : 0 0 P M 08 : 4 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 7 R e g u l a r / N a v c o 8: 0 0 : 0 0 A M N O N M E T R O 4: 3 7 : 0 0 P M 08 : 3 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 8 R e g u l a r / N a v c o 7: 0 7 : 0 0 A M N O N M E T R O 5: 0 2 : 0 0 P M 09 : 5 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 1 9 R e g u l a r / N a v c o 7: 0 2 : 0 0 A M N O N M E T R O 4: 2 5 : 0 0 P M 09 : 2 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 A 2 0 R e g u l a r / N a v c o 7: 4 6 : 0 0 A M N O N M E T R O 5: 0 5 : 0 0 P M 09 : 1 9 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 2 1 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 22 O f f i c e P a r k i n g O n l y 7: 2 2 : 0 0 A M N O N M E T R O 1 2 : 3 3 : 0 0 P M 05 : 1 1 : 0 0 1: 2 2 : 0 0 P M N O N M E T R O 4 : 2 7 : 0 0 P M 03 : 0 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 2 3 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 24 O f f i c e P a r k i n g O n l y 5: 4 0 : 0 0 A M N O N M E T R O 2 : 4 3 : 0 0 P M 09 : 0 3 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 2 5 O f f i c e P a r k i n g O n l y 9: 4 3 : 0 0 A M N O N M E T R O 4: 1 0 : 0 0 P M 06 : 2 7 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 2 6 O f f i c e P a r k i n g O n l y 5: 5 2 : 0 0 A M N O N M E T R O 2: 2 7 : 0 0 P M 08 : 3 5 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 2 7 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 28 O f f i c e P a r k i n g O n l y 9: 2 8 : 0 0 A M N O N M E T R O 4 : 2 9 : 0 0 P M 07 : 0 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 2 9 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 30 O f f i c e P a r k i n g O n l y 12 : 4 2 : 0 0 P M N O N M E T R O 3 : 3 3 : 0 0 P M 02 : 5 1 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 3 1 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 32 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 3 3 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 3 4 O f f i c e P a r k i n g O n l y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 3 5 L o a d i n g D o c k 2: 1 2 : 0 0 P M N O N M E T R O 2 : 2 2 : 0 0 P M 00 : 1 0 : 0 0 2: 5 5 : 0 0 P M N O N M E T R O 3 : 0 0 : 0 0 P M 00 : 0 5 : 0 0 3: 0 5 : 0 0 P M N O N M E T R O 3 : 0 7 : 0 0 P M 00 : 0 2 : 0 0 Tu e s d a y , A p r i l 1 2 , 2 0 1 6 6 B 3 6 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 A 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6 : 0 6 : 0 0 A M 01 : 0 6 : 0 0 7: 2 4 : 0 0 A M N O N M E T R O 2 : 1 0 : 0 0 P M 06 : 4 6 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 6: 5 9 : 0 0 A M N O N M E T R O S t i l l T h e r e 13 : 0 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 A 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 6 : 0 0 A M 01 : 2 6 : 0 0 6: 5 0 : 0 0 A M M E T R O L I N K 7 : 3 0 : 0 0 A M 00 : 4 0 : 0 0 9: 5 1 : 0 0 A M N O N M E T R O 1 2 : 5 0 : 0 0 P M 02 : 5 9 : 0 0 4: 1 9 : 0 0 P M U N K N O W N S t i l l T h e r e 03 : 4 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 A 4 M e t r o L i n k O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 A 5 M e t r o L i n k O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 A 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 9 : 0 1 : 0 0 A M 04 : 0 1 : 0 0 7: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 00 : 5 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 7 R e g u l a r 6: 5 9 : 0 0 A M M E T R O L I N K 4: 1 5 : 0 0 P M 09 : 1 6 : 0 0 4: 4 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 1 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 7 : 0 0 A M 01 : 0 7 : 0 0 6: 5 0 : 0 0 A M M E T R O L I N K S t i l l T h e r e 13 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 0 9 : 0 0 A M 03 : 0 9 : 0 0 9: 3 8 : 0 0 A M N O N M E T R O 1 2 : 0 0 : 0 0 P M 02 : 2 2 : 0 0 3: 2 1 : 0 0 P M N O N M E T R O S t i l l T h e r e 04 : 3 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 0 9 : 0 0 A M 03 : 0 9 : 0 0 8: 5 1 : 0 0 A M N O N M E T R O 3 : 1 0 : 0 0 P M 06 : 1 9 : 0 0 5: 4 5 : 0 0 P M U N K N O W N S t i l l T h e r e 02 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e UN K N O W N 6: 5 5 : 0 0 A M 01 : 5 5 : 0 0 7: 2 9 : 0 0 A M M E T R O L I N K S t i l l T h e r e 12 : 3 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 9: 1 7 : 0 0 A M N O N M E T R O M I S S E D 3: 4 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 1 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 8: 0 0 : 0 0 A M M E T R O L I N K 1 2 : 5 5 : 0 0 P M 04 : 5 5 : 0 0 3: 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 1 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 0 9 : 0 0 A M 03 : 0 9 : 0 0 9: 1 4 : 0 0 A M S T A Y E D I N C A R 9 : 2 1 : 0 0 A M 00 : 0 7 : 0 0 12 : 5 2 : 0 0 P M N O N M E T R O S t i l l T h e r e 07 : 0 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 B 1 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 7 : 0 0 A M 02 : 0 7 : 0 0 7: 0 9 : 0 0 A M N O N M E T R O S t i l l T h e r e 12 : 5 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 1 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 1 5 : 0 0 A M 02 : 1 5 : 0 0 7: 2 6 : 0 0 A M M E T R O L I N K 8 : 0 9 : 0 0 A M 00 : 4 3 : 0 0 11 : 3 3 : 0 0 A M M E T R O L I N K M I S S E D 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 1 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 1 5 : 0 0 A M 02 : 1 5 : 0 0 8: 0 0 : 0 0 A M M E T R O L I N K 2 : 2 0 : 0 0 P M 06 : 2 0 : 0 0 2: 2 5 : 0 0 P M M E T R O L I N K 5 : 5 1 : 0 0 P M 03 : 2 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 1 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 7: 1 2 : 0 0 A M M E T R O L I N K 7 : 4 6 : 0 0 A M 00 : 3 4 : 0 0 11 : 0 2 : 0 0 A M N O N M E T R O 1 : 1 0 : 0 0 P M 02 : 0 8 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 1 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 6 : 0 0 A M 01 : 2 6 : 0 0 6: 3 2 : 0 0 A M M E T R O L I N K 3 : 5 7 : 0 0 P M 09 : 2 5 : 0 0 4: 1 5 : 0 0 P M N O N M E T R O 6 : 1 5 : 0 0 P M 02 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 0 M e t r o L i n k O n l y 6: 0 0 : 0 0 A M M E T R O L I N K 1: 0 0 : 0 0 P M 07 : 0 0 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 1 5 : 0 0 A M 02 : 1 5 : 0 0 7: 2 0 : 0 0 A M M E T R O L I N K S t i l l T h e r e 12 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 7 : 0 0 A M 01 : 2 7 : 0 0 1: 5 0 : 0 0 P M M E T R O L I N K 5 : 2 5 : 0 0 P M 03 : 3 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 7: 1 1 : 0 0 A M M E T R O L I N K 5 : 1 7 : 0 0 P M 10 : 0 6 : 0 0 5: 1 9 : 0 0 P M N O N M E T R O S t i l l T h e r e 02 : 4 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 7: 4 0 : 0 0 A M M E T R O L I N K 5 : 2 3 : 0 0 P M 09 : 4 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 6 : 0 0 A M 01 : 2 6 : 0 0 6: 4 6 : 0 0 A M M E T R O L I N K 7 : 1 2 : 0 0 A M 00 : 2 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 3: 5 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 8 M e t r o L i n k O n l y 6: 2 9 : 0 0 A M M E T R O L I N K 7: 4 6 : 0 0 A M 01 : 1 7 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 2 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 3: 3 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 2 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 3 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 3: 5 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 3 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 4 : 0 0 A M 01 : 0 4 : 0 0 8: 4 8 : 0 0 A M M E T R O L I N K 2 : 0 1 : 0 0 P M 05 : 1 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 C 3 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 4 : 0 0 A M 01 : 0 4 : 0 0 6: 1 0 : 0 0 A M N O N M E T R O 6 : 1 5 : 0 0 A M 00 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 D 3 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 8 : 0 0 A M 01 : 0 8 : 0 0 10 : 3 3 : 0 0 A M U N K N O W N M I S S E D 1: 0 8 : 0 0 P M U N K N O W N M I S S E D 3: 3 3 : 0 0 P M S T A Y E D I N C A R 3 : 4 4 : 0 0 P M 00 : 1 1 : 0 0 3: 5 6 : 0 0 P M N O N M E T R O S t i l l T h e r e 04 : 0 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 D 3 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 8 : 0 0 A M 01 : 0 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 D 3 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 0 9 : 0 0 A M 03 : 0 9 : 0 0 4: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 D 3 6 M e t r o L i n k O n l y 9: 1 0 : 0 0 A M M E T R O L I N K 2: 1 0 : 0 0 P M 05 : 0 0 : 0 0 4: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 D 3 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 4: 1 7 : 0 0 P M U N K N O W N S t i l l T h e r e 03 : 4 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 D 3 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 4: 2 0 : 0 0 P M U N K N O W N S t i l l T h e r e 03 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 3 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 3: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 3: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 8: 2 0 : 0 0 A M U N K N O W N S t i l l T h e r e 11 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 9 : 0 0 A M 01 : 0 9 : 0 0 8: 2 0 : 0 0 A M M E T R O L I N K 4 : 4 2 : 0 0 P M 08 : 2 2 : 0 0 4: 4 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 11 : 3 2 : 0 0 A M M E T R O L I N K 1 1 : 5 2 : 0 0 A M 00 : 2 0 : 0 0 5: 5 0 : 0 0 P M N O N M E T R O S t i l l T h e r e 02 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 5 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 1: 3 6 : 0 0 P M N O N M E T R O S t i l l T h e r e 06 : 2 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 6: 3 0 : 0 0 A M M E T R O L I N K 5 : 2 3 : 0 0 P M 10 : 5 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 7 HC Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 4 8 HC 4: 1 9 : 0 0 P M M E T R O L I N K St i l l T h e r e 03 : 4 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1E 4 9 HC We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 50 HC Al r e a d y T h e r e U N K N O W N 6 : 2 4 : 0 0 A M 01 : 2 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 5 1 HC Al r e a d y T h e r e U N K N O W N 7: 0 6 : 0 0 A M 02 : 0 6 : 0 0 3: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 E 5 2 HC Al r e a d y T h e r e U N K N O W N 11 : 5 1 : 0 0 A M 06 : 5 1 : 0 0 3: 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 O f f i c e P a r k i n g O n l y 8: 0 3 : 0 0 A M N O N M E T R O 12 : 2 0 : 0 0 P M 04 : 1 7 : 0 0 1: 1 4 : 0 0 P M N O N M E T R O 1 : 1 8 : 0 0 P M 00 : 0 4 : 0 0 4: 2 9 : 0 0 P M S T A Y E D I N C A R 4 : 3 2 : 0 0 P M 00 : 0 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 O f f i c e P a r k i n g O n l y 8: 1 4 : 0 0 A M N O N M E T R O 9: 4 2 : 0 0 A M 01 : 2 8 : 0 0 1: 0 1 : 0 0 P M N O N M E T R O 3 : 0 7 : 0 0 P M 02 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 O f f i c e P a r k i n g O n l y 8: 1 5 : 0 0 A M NO N M E T R O 11 : 2 7 : 0 0 A M 03 : 1 2 : 0 0 12 : 3 7 : 0 0 P M N O N M E T R O 5 : 0 3 : 0 0 P M 04 : 2 6 : 0 0 5: 0 4 : 0 0 P M N O N M E T R O 7 : 2 9 : 0 0 P M 02 : 2 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 4 O f f i c e P a r k i n g O n l y 8: 0 8 : 0 0 A M N O N M E T R O 11 : 2 8 : 0 0 A M 03 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 5 O f f i c e P a r k i n g O n l y 7: 5 7 : 0 0 A M N O N M E T R O 4: 3 9 : 0 0 P M 08 : 4 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 6 O f f i c e P a r k i n g O n l y 8: 0 7 : 0 0 A M N O N M E T R O 4: 5 4 : 0 0 P M 08 : 4 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 7 O f f i c e P a r k i n g O n l y 7: 4 8 : 0 0 A M N O N M E T R O 5: 0 5 : 0 0 P M 09 : 1 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 8 O f f i c e P a r k i n g O n l y 5: 0 0 : 0 0 A M N O N M E T R O 11 : 2 2 : 0 0 A M 06 : 2 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 9 O f f i c e P a r k i n g O n l y 7: 5 7 : 0 0 A M N O N M E T R O 9: 2 2 : 0 0 A M 01 : 2 5 : 0 0 9: 3 5 : 0 0 A M N O N M E T R O 1 0 : 1 1 : 0 0 A M 00 : 3 6 : 0 0 1: 2 9 : 0 0 P M N O N M E T R O 3 : 4 5 : 0 0 P M 02 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 0 O f f i c e P a r k i n g O n l y 7: 2 7 : 0 0 A M S T A Y E D I N C A R 7: 3 3 : 0 0 A M 00 : 0 6 : 0 0 7: 4 2 : 0 0 A M M E T R O L I N K 7 : 4 6 : 0 0 A M 00 : 0 4 : 0 0 8: 0 5 : 0 0 A M N O N M E T R O 5 : 0 9 : 0 0 P M 09 : 0 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 1 O f f i c e P a r k i n g O n l y 7: 5 6 : 0 0 A M N O N M E T R O 10 : 3 5 : 0 0 A M 02 : 3 9 : 0 0 1: 1 1 : 0 0 P M N O N M E T R O 2 : 2 7 : 0 0 P M 01 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 2 O f f i c e P a r k i n g O n l y 7: 1 8 : 0 0 A M N O N M E T R O 5: 3 2 : 0 0 P M 10 : 1 4 : 0 0 5: 4 8 : 0 0 P M N O N M E T R O 6 : 0 2 : 0 0 P M 00 : 1 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 3 O f f i c e P a r k i n g O n l y 8: 0 1 : 0 0 A M N O N M E T R O 5: 0 9 : 0 0 P M 09 : 0 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 4 O f f i c e P a r k i n g O n l y 7: 3 8 : 0 0 A M N O N M E T R O 11 : 5 3 : 0 0 A M 04 : 1 5 : 0 0 11 : 5 5 : 0 0 A M N O N M E T R O 5 : 1 9 : 0 0 P M 05 : 2 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 5 O f f i c e P a r k i n g O n l y 5: 5 0 : 0 0 A M M E T R O L I N K 6: 0 5 : 0 0 A M 00 : 1 5 : 0 0 7: 3 2 : 0 0 A M N O N M E T R O 1 2 : 5 4 : 0 0 P M 05 : 2 2 : 0 0 1: 0 0 : 0 0 P M N O N M E T R O 2 : 1 8 : 0 0 P M 01 : 1 8 : 0 0 7: 2 2 : 0 0 P M N O N M E T R O 7 : 2 6 : 0 0 P M 00 : 0 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2A 1 6 O f f i c e P a r k i n g O n l y 7: 0 1 : 0 0 A M N O N M E T R O 12 : 1 4 : 0 0 P M 05 : 1 3 : 0 0 12 : 3 9 : 0 0 P M N O N M E T R O 5 : 0 2 : 0 0 P M 04 : 2 3 : 0 0 5: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 7 O f f i c e P a r k i n g O n l y 7: 5 0 : 0 0 A M N O N M E T R O 4: 2 8 : 0 0 P M 08 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 8 O f f i c e P a r k i n g O n l y 7: 3 4 : 0 0 A M N O N M E T R O 10 : 2 0 : 0 0 A M 02 : 4 6 : 0 0 1: 2 3 : 0 0 P M N O N M E T R O 5 : 0 3 : 0 0 P M 03 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 1 9 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M N O N M E T R O 12 : 3 3 : 0 0 P M 04 : 4 1 : 0 0 12 : 5 9 : 0 0 P M N O N M E T R O 2 : 5 6 : 0 0 P M 01 : 5 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 0 O f f i c e P a r k i n g O n l y 7: 3 2 : 0 0 A M N O N M E T R O 12 : 1 2 : 0 0 P M 04 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 1 O f f i c e P a r k i n g O n l y 6: 5 9 : 0 0 A M N O N M E T R O 12 : 0 7 : 0 0 P M 05 : 0 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 2 O f f i c e P a r k i n g O n l y 7: 0 8 : 0 0 A M N O N M E T R O 10 : 0 9 : 0 0 A M 03 : 0 1 : 0 0 1: 0 7 : 0 0 P M N O N M E T R O 1 : 3 4 : 0 0 P M 00 : 2 7 : 0 0 1: 5 3 : 0 0 P M N O N M E T R O 2 : 0 6 : 0 0 P M 00 : 1 3 : 0 0 4: 3 2 : 0 0 P M M E T R O L I N K 4 : 3 7 : 0 0 P M 00 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 3 O f f i c e P a r k i n g O n l y 7: 3 0 : 0 0 A M N O N M E T R O 12 : 5 8 : 0 0 P M 05 : 2 8 : 0 0 1: 2 3 : 0 0 P M N O N M E T R O 5 : 5 0 : 0 0 P M 04 : 2 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 4 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 8 : 0 0 A M 01 : 5 8 : 0 0 8: 1 2 : 0 0 A M N O N M E T R O 1 1 : 2 4 : 0 0 A M 03 : 1 2 : 0 0 1: 2 7 : 0 0 P M N O N M E T R O 2 : 1 9 : 0 0 P M 00 : 5 2 : 0 0 5: 4 4 : 0 0 P M P I C K U P 5 : 5 0 : 0 0 P M 00 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 5 O f f i c e P a r k i n g O n l y 8: 1 7 : 0 0 A M N O N M E T R O 12 : 0 5 : 0 0 P M 03 : 4 8 : 0 0 12 : 3 3 : 0 0 P M N O N M E T R O 4 : 0 5 : 0 0 P M 03 : 3 2 : 0 0 DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 6 O f f i c e P a r k i n g O n l y 8: 1 0 : 0 0 A M N O N M E T R O 1 1 : 4 3 : 0 0 A M 03 : 3 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 7 O f f i c e P a r k i n g O n l y 8: 1 7 : 0 0 A M N O N M E T R O 12 : 5 0 : 0 0 P M 04 : 3 3 : 0 0 1: 2 6 : 0 0 P M N O N M E T R O 2 : 3 4 : 0 0 P M 01 : 0 8 : 0 0 5: 2 9 : 0 0 P M M E T R O L I N K 5 : 3 5 : 0 0 P M 00 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 8 O f f i c e P a r k i n g O n l y 8: 0 2 : 0 0 A M N O N M E T R O 4: 4 9 : 0 0 P M 08 : 4 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 2 9 O f f i c e P a r k i n g O n l y 8: 0 2 : 0 0 A M N O N M E T R O 10 : 5 0 : 0 0 A M 02 : 4 8 : 0 0 1: 3 9 : 0 0 P M N O N M E T R O 2 : 1 3 : 0 0 P M 00 : 3 4 : 0 0 2: 3 1 : 0 0 P M N O N M E T R O 4 : 1 5 : 0 0 P M 01 : 4 4 : 0 0 5: 3 7 : 0 0 P M S T A Y E D I N C A R S t i l l T h e r e 02 : 2 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 0 O f f i c e P a r k i n g O n l y 6: 5 0 : 0 0 A M N O N M E T R O 12 : 0 2 : 0 0 P M 05 : 1 2 : 0 0 4: 4 6 : 0 0 P M S T A Y E D I N C A R 4 : 5 3 : 0 0 P M 00 : 0 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 1 O f f i c e P a r k i n g O n l y 8: 1 0 : 0 0 A M N O N M E T R O 10 : 3 7 : 0 0 A M 02 : 2 7 : 0 0 12 : 5 6 : 0 0 P M N O N M E T R O 4 : 1 9 : 0 0 P M 03 : 2 3 : 0 0 5: 0 1 : 0 0 P M S T A Y E D I N C A R 5 : 1 9 : 0 0 P M 00 : 1 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 2 O f f i c e P a r k i n g O n l y 8: 2 0 : 0 0 A M N O N M E T R O 11 : 0 2 : 0 0 A M 02 : 4 2 : 0 0 1: 5 6 : 0 0 P M N O N M E T R O 5 : 0 3 : 0 0 P M 03 : 0 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 3 O f f i c e P a r k i n g O n l y 6: 4 9 : 0 0 A M M E T R O L I N K 6: 5 9 : 0 0 A M 00 : 1 0 : 0 0 8: 1 7 : 0 0 A M N O N M E T R O 4 : 4 5 : 0 0 P M 08 : 2 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 4 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 8 : 0 0 A M 01 : 5 8 : 0 0 7: 3 5 : 0 0 A M N O N M E T R O 5 : 1 8 : 0 0 P M 09 : 4 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 5 O f f i c e P a r k i n g O n l y 6: 5 3 : 0 0 A M M E T R O L I N K 6: 5 7 : 0 0 A M 00 : 0 4 : 0 0 8: 2 0 : 0 0 A M N O N M E T R O 1 1 : 0 3 : 0 0 A M 02 : 4 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 6 O f f i c e P a r k i n g O n l y 8: 2 3 : 0 0 A M N O N M E T R O 12 : 1 7 : 0 0 P M 03 : 5 4 : 0 0 1: 2 7 : 0 0 P M N O N M E T R O 4 : 4 5 : 0 0 P M 03 : 1 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 7 O f f i c e P a r k i n g O n l y 7: 5 0 : 0 0 A M N O N M E T R O 12 : 3 7 : 0 0 P M 04 : 4 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 8 O f f i c e P a r k i n g O n l y 6: 4 6 : 0 0 A M M E T R O L I N K 7: 4 6 : 0 0 A M 01 : 0 0 : 0 0 7: 5 6 : 0 0 A M N O N M E T R O 4 : 1 4 : 0 0 P M 08 : 1 8 : 0 0 5: 1 4 : 0 0 P M S T A Y E D I N C A R 5 : 2 2 : 0 0 P M 00 : 0 8 : 0 0 5: 2 9 : 0 0 P M S T A Y E D I N C A R 5 : 3 1 : 0 0 P M 00 : 0 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 3 9 O f f i c e P a r k i n g O n l y 8: 2 1 : 0 0 A M N O N M E T R O 11 : 3 3 : 0 0 A M 03 : 1 2 : 0 0 1: 5 6 : 0 0 P M N O N M E T R O 5 : 0 5 : 0 0 P M 03 : 0 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 4 0 O f f i c e P a r k i n g O n l y 8: 2 1 : 0 0 A M NO N M E T R O 12 : 1 2 : 0 0 P M 03 : 5 1 : 0 0 12 : 3 0 : 0 0 P M S T A Y E D I N C A R 1 2 : 5 3 : 0 0 P M 00 : 2 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 4 1 O f f i c e P a r k i n g O n l y 8: 2 3 : 0 0 A M N O N M E T R O 10 : 1 1 : 0 0 A M 01 : 4 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 4 2 O f f i c e P a r k i n g O n l y 5: 5 2 : 0 0 A M M E T R O L I N K 6: 0 6 : 0 0 A M 00 : 1 4 : 0 0 8: 2 1 : 0 0 A M N O N M E T R O 1 0 : 4 8 : 0 0 A M 02 : 2 7 : 0 0 11 : 1 3 : 0 0 A M S T A Y E D I N C A R 1 1 : 1 9 : 0 0 A M 00 : 0 6 : 0 0 1: 2 7 : 0 0 P M N O N M E T R O 4 : 0 2 : 0 0 P M 02 : 3 5 : 0 0 4: 2 7 : 0 0 P M S T A Y E D I N C A R 4 : 3 0 : 0 0 P M 00 : 0 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 4 3 O f f i c e P a r k i n g O n l y 8: 0 1 : 0 0 A M N O N M E T R O 9: 3 8 : 0 0 A M 01 : 3 7 : 0 0 10 : 0 3 : 0 0 A M N O N M E T R O 1 0 : 3 2 : 0 0 A M 00 : 2 9 : 0 0 11 : 1 6 : 0 0 A M M E T R O L I N K 1 1 : 1 9 : 0 0 A M 00 : 0 3 : 0 0 3: 2 6 : 0 0 P M S T A Y E D I N C A R 4 : 2 9 : 0 0 P M 01 : 0 3 : 0 0 5: 1 2 : 0 0 P M N O N M E T R O S t i l l T h e r e 02 : 4 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 A 4 4 O f f i c e P a r k i n g O n l y 8: 1 5 : 0 0 A M N O N M E T R O 5: 5 0 : 0 0 P M 09 : 3 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 4 5 M e t r o L i n k O n l y Al r e a d y T h e r e C O M I N G F R O M M E T R O 6: 2 7 : 0 0 A M 01 : 2 7 : 0 0 6: 5 4 : 0 0 A M M E T R O L I N K 5 : 2 3 : 0 0 P M 10 : 2 9 : 0 0 5: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 4 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 11 : 2 1 : 0 0 A M 06 : 2 1 : 0 0 2: 4 2 : 0 0 P M M E T R O L I N K 4 : 4 7 : 0 0 P M 02 : 0 5 : 0 0 5: 1 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 4 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 5 : 0 0 A M 01 : 0 5 : 0 0 6: 0 6 : 0 0 A M M E T R O L I N K 5 : 2 2 : 0 0 P M 11 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 4 8 M e t r o L i n k O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 49 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6 : 2 2 : 0 0 A M 01 : 2 2 : 0 0 6: 3 6 : 0 0 A M M E T R O L I N K 5 : 5 0 : 0 0 P M 11 : 1 4 : 0 0 6: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 7: 5 8 : 0 0 A M M E T R O L I N K 5 : 5 0 : 0 0 P M 09 : 5 2 : 0 0 6: 4 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 1 M e t r o L i n k O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 52 M e t r o L i n k O n l y 4: 2 0 : 0 0 P M M E T R O L I N K St i l l T h e r e 03 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 6: 1 5 : 0 0 A M M E T R O L I N K 3 : 5 9 : 0 0 P M 09 : 4 4 : 0 0 4: 0 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 4 M e t r o L i n k O n l y 5: 4 8 : 0 0 A M M E T R O L I N K 11 : 2 0 : 0 0 A M 05 : 3 2 : 0 0 3: 3 5 : 0 0 P M M E T R O L I N K 3 : 4 3 : 0 0 P M 00 : 0 8 : 0 0 3: 4 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 P M 12 : 5 1 : 0 0 6: 0 5 : 0 0 P M S T A Y E D I N C A R 6 : 5 0 : 0 0 P M 00 : 4 5 : 0 0 6: 5 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 0 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 7: 5 2 : 0 0 A M M E T R O L I N K 5 : 5 1 : 0 0 P M 09 : 5 9 : 0 0 6: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 0 8 : 0 0 A M 03 : 0 8 : 0 0 8: 5 8 : 0 0 A M N O N M E T R O 1 0 : 0 5 : 0 0 A M 01 : 0 7 : 0 0 10 : 5 3 : 0 0 A M S T A Y E D I N C A R 1 1 : 0 2 : 0 0 A M 00 : 0 9 : 0 0 3: 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 5 : 0 0 A M 01 : 0 5 : 0 0 6: 1 4 : 0 0 A M M E T R O L I N K 5 : 2 3 : 0 0 P M 11 : 0 9 : 0 0 5: 2 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 5 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 5 : 0 0 A M 01 : 0 5 : 0 0 6: 5 1 : 0 0 A M M E T R O L I N K 4 : 4 2 : 0 0 P M 09 : 5 1 : 0 0 4: 5 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 6 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 0 8 : 0 0 A M 03 : 0 8 : 0 0 9: 0 2 : 0 0 A M N O N M E T R O 1 1 : 4 9 : 0 0 A M 02 : 4 7 : 0 0 3: 2 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 3 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 6 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 6: 2 0 : 0 0 A M N O N M E T R O S t i l l T h e r e 13 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 6 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 7: 5 6 : 0 0 A M M E T R O L I N K 8 : 0 9 : 0 0 A M 00 : 1 3 : 0 0 8: 5 8 : 0 0 A M N O N M E T R O 1 2 : 1 3 : 0 0 P M 03 : 1 5 : 0 0 1: 1 4 : 0 0 P M M E T R O L I N K 1 : 2 6 : 0 0 P M 00 : 1 2 : 0 0 3: 4 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 6 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 Al r e a d y T h e r e M E T R O L I N K 6 : 5 6 : 0 0 A M 01 : 5 6 : 0 0 10 : 4 8 : 0 0 A M N O N M E T R O 1 0 : 5 7 : 0 0 A M 00 : 0 9 : 0 0 11 : 0 4 : 0 0 A M S T A Y E D I N C A R 1 1 : 0 6 : 0 0 A M 00 : 0 2 : 0 0 3: 4 8 : 0 0 P M M E T R O L I N K 4 : 4 2 : 0 0 P M 00 : 5 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 2 B 6 4 HC We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 A 1 O f f i c e P a r k i n g O n l y 7: 1 1 : 0 0 A M O F F I C E 12 : 4 2 : 0 0 P M 05 : 3 1 : 0 0 12 : 4 7 : 0 0 P M O F F I C E 3 : 0 8 : 0 0 P M 02 : 2 1 : 0 0 3: 4 8 : 0 0 P M O F F I C E 4 : 3 1 : 0 0 P M 00 : 4 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 A 2 O f f i c e P a r k i n g O n l y 7: 3 1 : 0 0 A M O F F I C E 12 : 0 0 : 0 0 P M 04 : 2 9 : 0 0 1: 0 8 : 0 0 P M OF F I C E 3 : 4 6 : 0 0 P M 02 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 A 3 O f f i c e P a r k i n g O n l y 6: 4 8 : 0 0 A M O F F I C E 5: 0 1 : 0 0 P M 10 : 1 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3A 4 O f f i c e P a r k i n g O n l y 7: 0 0 : 0 0 A M O F F I C E 5: 0 0 : 0 0 P M 10 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3A 5 O f f i c e P a r k i n g O n l y 6: 3 6 : 0 0 A M N O N M E T R O 12 : 0 5 : 0 0 P M 05 : 2 9 : 0 0 12 : 5 5 : 0 0 P M O F F I C E 5 : 3 3 : 0 0 P M 04 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 A 6 O f f i c e P a r k i n g O n l y 6: 3 7 : 0 0 A M O F F I C E 4: 5 2 : 0 0 P M 10 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3A 7 O f f i c e P a r k i n g O n l y 5: 0 0 : 0 0 A M O F F I C E 10 : 0 9 : 0 0 A M 05 : 0 9 : 0 0 11 : 2 9 : 0 0 A M OF F I C E 1 2 : 0 6 : 0 0 P M 00 : 3 7 : 0 0 12 : 3 0 : 0 0 P M O F F I C E 3 : 1 5 : 0 0 P M 02 : 4 5 : 0 0 7: 3 0 : 0 0 P M O F F I C E S t i l l T h e r e 00 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 A 8 O f f i c e P a r k i n g O n l y 10 : 2 5 : 0 0 A M O F F I C E 6: 3 0 : 0 0 P M 08 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3A 9 HC 7: 2 8 : 0 0 A M O F F I C E 7: 3 5 : 0 0 A M 00 : 0 7 : 0 0 7: 4 0 : 0 0 A M OF F I C E 1 0 : 0 0 : 0 0 A M 02 : 2 0 : 0 0 12 : 4 5 : 0 0 P M O F F I C E 2 : 5 3 : 0 0 P M 02 : 0 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 A 1 0 HC 7: 5 6 : 0 0 A M O F F I C E 9: 2 3 : 0 0 A M 01 : 2 7 : 0 0 1: 1 6 : 0 0 P M OF F I C E 4 : 0 2 : 0 0 P M 02 : 4 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 A 1 1 HC 7: 4 2 : 0 0 A M O F F I C E 9: 5 9 : 0 0 A M 02 : 1 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3A 1 2 HC 7: 3 5 : 0 0 A M O F F I C E 11 : 0 4 : 0 0 A M 03 : 2 9 : 0 0 1: 2 3 : 0 0 P M OF F I C E 4 : 3 1 : 0 0 P M 03 : 0 8 : 0 0 6: 0 2 : 0 0 P M O F F I C E S t i l l T h e r e 01 : 5 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 1 3 O f f i c e P a r k i n g O n l y 6: 4 3 : 0 0 A M O F F I C E 5: 3 7 : 0 0 P M 10 : 5 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 1 4 O f f i c e P a r k i n g O n l y 7: 4 9 : 0 0 A M O F F I C E 10 : 4 7 : 0 0 A M 02 : 5 8 : 0 0 11 : 2 0 : 0 0 A M NO N M E T R O 5 : 0 2 : 0 0 P M 05 : 4 2 : 0 0 5: 5 0 : 0 0 P M M E T R O L I N K 5 : 5 5 : 0 0 P M 00 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 1 5 O f f i c e P a r k i n g O n l y 7: 5 0 : 0 0 A M O F F I C E 12 : 4 0 : 0 0 P M 04 : 5 0 : 0 0 12 : 5 9 : 0 0 P M OF F I C E 3 : 3 6 : 0 0 P M 02 : 3 7 : 0 0 Al r e a d y T h e r e O F F I C E 4 : 4 8 : 0 0 P M 11 : 4 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 1 6 O f f i c e P a r k i n g O n l y 6: 4 3 : 0 0 A M M E T R O L I N K 7: 0 2 : 0 0 A M 00 : 1 9 : 0 0 7: 4 4 : 0 0 A M O F F I C E 1 0 : 0 1 : 0 0 A M 02 : 1 7 : 0 0 10 : 2 3 : 0 0 A M N O N M E T R O 3 : 0 5 : 0 0 P M 04 : 4 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 1 7 O f f i c e P a r k i n g O n l y 7: 4 2 : 0 0 A M O F F I C E 8: 1 3 : 0 0 A M 00 : 3 1 : 0 0 4: 5 4 : 0 0 P M OF F I C E 5 : 0 4 : 0 0 P M 00 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 1 8 O f f i c e P a r k i n g O n l y 7: 2 2 : 0 0 A M O F F I C E 4: 0 7 : 0 0 P M 08 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 1 9 O f f i c e P a r k i n g O n l y 6: 3 9 : 0 0 A M M E T R O L I N K 6: 5 0 : 0 0 A M 00 : 1 1 : 0 0 6: 5 0 : 0 0 A M O F F I C E 4 : 3 8 : 0 0 P M 09 : 4 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 2 0 O f f i c e P a r k i n g O n l y 6: 4 8 : 0 0 A M O F F I C E 5: 3 9 : 0 0 P M 10 : 5 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 2 1 O f f i c e P a r k i n g O n l y 6: 5 5 : 0 0 A M OF F I C E 3: 3 3 : 0 0 P M 08 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 2 2 O f f i c e P a r k i n g O n l y 6: 5 6 : 0 0 A M N O N M E T R O 8: 0 0 : 0 0 A M 01 : 0 4 : 0 0 9: 0 0 : 0 0 A M O F F I C E 4 : 0 4 : 0 0 P M 07 : 0 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 2 3 O f f i c e P a r k i n g O n l y 7: 2 9 : 0 0 A M O F F I C E 5: 3 4 : 0 0 P M 10 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 2 4 O f f i c e P a r k i n g O n l y 7: 0 3 : 0 0 A M O F F I C E 5: 0 3 : 0 0 P M 10 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 2 5 O f f i c e P a r k i n g O n l y 6: 0 4 : 0 0 A M N O N M E T R O 2: 5 8 : 0 0 P M 08 : 5 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 2 6 O f f i c e P a r k i n g O n l y 7: 4 9 : 0 0 A M O F F I C E 1: 0 8 : 0 0 P M 05 : 1 9 : 0 0 1: 0 9 : 0 0 P M OF F I C E 2 : 3 5 : 0 0 P M 01 : 2 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 2 7 O f f i c e P a r k i n g O n l y 6: 3 2 : 0 0 A M N O N M E T R O 5: 0 2 : 0 0 P M 10 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 2 8 O f f i c e P a r k i n g O n l y 7: 4 6 : 0 0 A M O F F I C E 8: 0 0 : 0 0 A M 00 : 1 4 : 0 0 8: 1 2 : 0 0 A M OF F I C E 9 : 4 3 : 0 0 A M 01 : 3 1 : 0 0 10 : 1 5 : 0 0 A M N O N M E T R O 1 2 : 1 1 : 0 0 P M 01 : 5 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 2 9 O f f i c e P a r k i n g O n l y 7: 4 0 : 0 0 A M N O N M E T R O 2: 2 2 : 0 0 P M 06 : 4 2 : 0 0 2: 3 4 : 0 0 P M O F F I C E 4 : 3 4 : 0 0 P M 02 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 0 O f f i c e P a r k i n g O n l y 7: 5 8 : 0 0 A M N O N M E T R O 4: 3 2 : 0 0 P M 08 : 3 4 : 0 0 Al r e a d y T h e r e O F F I C E 5 : 0 5 : 0 0 P M 12 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 1 O f f i c e P a r k i n g O n l y 7: 5 1 : 0 0 A M N O N M E T R O 10 : 3 0 : 0 0 A M 02 : 3 9 : 0 0 10 : 4 8 : 0 0 A M N O N M E T R O 1 0 : 5 7 : 0 0 A M 00 : 0 9 : 0 0 10 : 5 8 : 0 0 A M N O N M E T R O 1 : 1 5 : 0 0 P M 02 : 1 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 2 O f f i c e P a r k i n g O n l y 7: 2 1 : 0 0 A M N O N M E T R O 7: 3 7 : 0 0 A M 00 : 1 6 : 0 0 7: 4 8 : 0 0 A M O F F I C E 1 1 : 5 9 : 0 0 A M 04 : 1 1 : 0 0 12 : 3 0 : 0 0 P M O F F I C E 1 : 1 3 : 0 0 P M 00 : 4 3 : 0 0 1: 1 5 : 0 0 P M O F F I C E 2 : 3 6 : 0 0 P M 01 : 2 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 3 O f f i c e P a r k i n g O n l y 7: 0 0 : 0 0 A M O F F I C E 1: 0 0 : 0 0 P M 06 : 0 0 : 0 0 2: 1 7 : 0 0 P M OF F I C E 3 : 1 6 : 0 0 P M 00 : 5 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 4 O f f i c e P a r k i n g O n l y 7: 0 8 : 0 0 A M O F F I C E 11 : 0 8 : 0 0 A M 04 : 0 0 : 0 0 11 : 2 6 : 0 0 A M OF F I C E 1 2 : 3 1 : 0 0 P M 01 : 0 5 : 0 0 12 : 3 7 : 0 0 P M N O N M E T R O 2 : 0 6 : 0 0 P M 01 : 2 9 : 0 0 2: 2 0 : 0 0 P M O F F I C E 2 : 4 9 : 0 0 P M 00 : 2 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 5 O f f i c e P a r k i n g O n l y 7: 0 0 : 0 0 A M O F F I C E 5: 2 0 : 0 0 P M 10 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 3 6 O f f i c e P a r k i n g O n l y 8: 0 4 : 0 0 A M O F F I C E 12 : 0 3 : 0 0 P M 03 : 5 9 : 0 0 12 : 3 1 : 0 0 P M NO N M E T R O 4 : 4 9 : 0 0 P M 04 : 1 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 7 O f f i c e P a r k i n g O n l y 8: 0 0 : 0 0 A M O F F I C E 12 : 0 4 : 0 0 P M 04 : 0 4 : 0 0 1: 3 0 : 0 0 P M OF F I C E 1 : 3 5 : 0 0 P M 00 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 8 O f f i c e P a r k i n g O n l y 8: 1 5 : 0 0 A M O F F I C E 10 : 1 1 : 0 0 A M 01 : 5 6 : 0 0 12 : 1 0 : 0 0 P M OF F I C E 5 : 2 6 : 0 0 P M 05 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 3 9 O f f i c e P a r k i n g O n l y 7: 5 3 : 0 0 A M N O N M E T R O 10 : 3 4 : 0 0 A M 02 : 4 1 : 0 0 1: 1 9 : 0 0 P M O F F I C E 3 : 1 3 : 0 0 P M 01 : 5 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 4 0 O f f i c e P a r k i n g O n l y 7: 4 1 : 0 0 A M O F F I C E 5: 0 5 : 0 0 P M 09 : 2 4 : 0 0 6: 2 0 : 0 0 P M ME T R O L I N K 6 : 2 7 : 0 0 P M 00 : 0 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 4 1 O f f i c e P a r k i n g O n l y 7: 3 9 : 0 0 A M O F F I C E 12 : 3 0 : 0 0 P M 04 : 5 1 : 0 0 1: 1 0 : 0 0 P M OF F I C E 4 : 2 8 : 0 0 P M 03 : 1 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 4 2 O f f i c e P a r k i n g O n l y 6: 5 4 : 0 0 A M O F F I C E 12 : 3 0 : 0 0 P M 05 : 3 6 : 0 0 12 : 3 1 : 0 0 P M OF F I C E 1 : 0 5 : 0 0 P M 00 : 3 4 : 0 0 1: 1 1 : 0 0 P M O F F I C E 5 : 4 0 : 0 0 P M 04 : 2 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 4 3 O f f i c e P a r k i n g O n l y 7: 0 0 : 0 0 A M O F F I C E 12 : 2 2 : 0 0 P M 05 : 2 2 : 0 0 1: 1 8 : 0 0 P M OF F I C E 7 : 0 9 : 0 0 P M 05 : 5 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 4 4 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M O F F I C E 5: 1 5 : 0 0 P M 09 : 2 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 4 5 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M O F F I C E 5: 0 4 : 0 0 P M 09 : 1 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 4 6 O f f i c e P a r k i n g O n l y 7: 5 0 : 0 0 A M O F F I C E 5: 4 1 : 0 0 P M 09 : 5 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 4 7 O f f i c e P a r k i n g O n l y 7: 5 9 : 0 0 A M O F F I C E 5: 1 9 : 0 0 P M 09 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 4 8 O f f i c e P a r k i n g O n l y 7: 2 7 : 0 0 A M O F F I C E St i l l T h e r e 12 : 3 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 4 9 O f f i c e P a r k i n g O n l y 8: 1 0 : 0 0 A M O F F I C E 5: 2 5 : 0 0 P M 09 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 5 0 O f f i c e P a r k i n g O n l y 5: 0 0 : 0 0 A M M E T R O L I N K 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 7: 5 6 : 0 0 A M O F F I C E 4 : 2 6 : 0 0 P M 08 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 5 1 O f f i c e P a r k i n g O n l y 6: 4 1 : 0 0 A M M E T R O L I N K 3: 4 4 : 0 0 P M 09 : 0 3 : 0 0 4: 5 7 : 0 0 P M S T A Y E D I N C A R 5 : 0 1 : 0 0 P M 00 : 0 4 : 0 0 5: 3 3 : 0 0 P M M E T R O L I N K 5 : 5 7 : 0 0 P M 00 : 2 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 5 2 O f f i c e P a r k i n g O n l y 6: 5 8 : 0 0 A M O F F I C E 10 : 0 1 : 0 0 A M 03 : 0 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 5 3 O f f i c e P a r k i n g O n l y 8: 1 7 : 0 0 A M O F F I C E 6: 2 5 : 0 0 P M 10 : 0 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 5 4 O f f i c e P a r k i n g O n l y 7: 0 6 : 0 0 A M O F F I C E 5: 0 5 : 0 0 P M 09 : 5 9 : 0 0 5: 0 7 : 0 0 P M OF F I C E S t i l l T h e r e 02 : 5 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 B 5 5 O f f i c e P a r k i n g O n l y 5: 5 4 : 0 0 A M M E T R O L I N K 6: 0 5 : 0 0 A M 00 : 1 1 : 0 0 7: 4 8 : 0 0 A M M E T R O L I N K 1 : 1 0 : 0 0 P M 05 : 2 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3B 5 6 O f f i c e P a r k i n g O n l y 5: 3 6 : 0 0 A M M E T R O L I N K 6: 0 5 : 0 0 A M 00 : 2 9 : 0 0 6: 1 5 : 0 0 A M M E T R O L I N K 6 : 2 5 : 0 0 A M 00 : 1 0 : 0 0 8: 0 6 : 0 0 A M O F F I C E 1 0 : 1 5 : 0 0 A M 02 : 0 9 : 0 0 6: 0 5 : 0 0 P M M E T R O L I N K 6 : 1 0 : 0 0 P M 00 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 C 5 7 R e g u l a r / N a v c o 5: 0 0 : 0 0 A M M E T R O L I N K 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 6: 5 2 : 0 0 A M O F F I C E 1 1 : 5 7 : 0 0 A M 05 : 0 5 : 0 0 11 : 5 8 : 0 0 A M O F F I C E 4 : 1 9 : 0 0 P M 04 : 2 1 : 0 0 4: 2 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 C 5 8 R e g u l a r / N a v c o 5: 0 0 : 0 0 A M M E T R O L I N K 8: 0 9 : 0 0 A M 03 : 0 9 : 0 0 8: 1 1 : 0 0 A M O F F I C E 1 1 : 2 9 : 0 0 A M 03 : 1 8 : 0 0 12 : 0 8 : 0 0 P M O F F I C E 4 : 3 9 : 0 0 P M 04 : 3 1 : 0 0 5: 2 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 C 5 9 R e g u l a r / N a v c o 5: 0 0 : 0 0 A M O F F I C E 12 : 5 0 : 0 0 P M 07 : 5 0 : 0 0 1: 0 0 : 0 0 P M OF F I C E 6 : 4 7 : 0 0 P M 05 : 4 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 3 C 6 0 R e g u l a r / N a v c o 6: 2 5 : 0 0 A M O F F I C E 4: 0 3 : 0 0 P M 09 : 3 8 : 0 0 5: 4 4 : 0 0 P M ME T R O L I N K S t i l l T h e r e 02 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 6: 4 8 : 0 0 A M M E T R O L I N K 6 : 5 2 : 0 0 A M 00 : 0 4 : 0 0 7: 0 5 : 0 0 A M M E T R O L I N K S t i l l T h e r e 12 : 5 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4A 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 6: 4 2 : 0 0 A M M E T R O L I N K 5 : 2 3 : 0 0 P M 10 : 4 1 : 0 0 5: 3 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 7: 3 6 : 0 0 A M M E T R O L I N K 5 : 5 6 : 0 0 P M 10 : 2 0 : 0 0 7: 0 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 00 : 5 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 5 M e t r o L i n k O n l y Al r e a d y T h e r e ME T R O L I N K 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 6: 5 2 : 0 0 A M M E T R O L I N K 5 : 2 4 : 0 0 P M 10 : 3 2 : 0 0 5: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 5 : 0 0 A M 01 : 0 5 : 0 0 6: 4 5 : 0 0 A M M E T R O L I N K 5 : 2 5 : 0 0 P M 10 : 4 0 : 0 0 5: 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 5 : 0 0 A M 01 : 0 5 : 0 0 6: 0 7 : 0 0 A M M E T R O L I N K 5 : 5 7 : 0 0 P M 11 : 5 0 : 0 0 6: 0 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 5 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 6: 4 8 : 0 0 A M M E T R O L I N K 5 : 5 6 : 0 0 P M 11 : 0 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 0 8 : 0 0 A M 03 : 0 8 : 0 0 8: 2 9 : 0 0 A M N O N M E T R O 5 : 0 2 : 0 0 P M 08 : 3 3 : 0 0 5: 0 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4A 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 7: 3 8 : 0 0 A M N O N M E T R O 9 : 4 1 : 0 0 A M 02 : 0 3 : 0 0 3: 4 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 5 : 0 0 A M 01 : 0 5 : 0 0 6: 1 2 : 0 0 A M M E T R O L I N K 5 : 2 5 : 0 0 P M 11 : 1 3 : 0 0 5: 3 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 6: 2 4 : 0 0 A M M E T R O L I N K 6 : 2 6 : 0 0 A M 00 : 0 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 8: 2 8 : 0 0 A M N O N M E T R O 1 1 : 5 9 : 0 0 A M 03 : 3 1 : 0 0 3: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 8: 3 8 : 0 0 A M N O N M E T R O 1 0 : 5 9 : 0 0 A M 02 : 2 1 : 0 0 12 : 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 7: 4 0 : 0 0 A M M E T R O L I N K 5 : 5 7 : 0 0 P M 10 : 1 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 8: 4 9 : 0 0 A M N O N M E T R O 1 2 : 5 4 : 0 0 P M 04 : 0 5 : 0 0 3: 4 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 8 M e t r o L i n k O n l y 7: 2 4 : 0 0 A M M E T R O L I N K 5: 5 7 : 0 0 P M 10 : 3 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 1 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 8: 3 1 : 0 0 A M N O N M E T R O 1 2 : 1 8 : 0 0 P M 03 : 4 7 : 0 0 12 : 4 5 : 0 0 P M N O N M E T R O 2 : 4 2 : 0 0 P M 01 : 5 7 : 0 0 2: 5 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 05 : 0 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 0 M e t r o L i n k O n l y 9: 0 8 : 0 0 A M N O N M E T R O 1: 0 9 : 0 0 P M 04 : 0 1 : 0 0 1: 4 3 : 0 0 P M N O N M E T R O 3 : 3 3 : 0 0 P M 01 : 5 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 1 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 8: 3 9 : 0 0 A M 03 : 3 9 : 0 0 10 : 2 5 : 0 0 A M N O N M E T R O 1 : 0 9 : 0 0 P M 02 : 4 4 : 0 0 3: 2 5 : 0 0 P M N O N M E T R O 3 : 5 1 : 0 0 P M 00 : 2 6 : 0 0 3: 5 9 : 0 0 P M N O N M E T R O 7 : 2 2 : 0 0 P M 03 : 2 3 : 0 0 7: 4 5 : 0 0 P M N O N M E T R O S t i l l T h e r e 00 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 2 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 7: 5 4 : 0 0 A M 02 : 5 4 : 0 0 8: 2 8 : 0 0 A M N O N M E T R O 1 2 : 1 5 : 0 0 P M 03 : 4 7 : 0 0 12 : 5 0 : 0 0 P M M E T R O L I N K 7 : 4 3 : 0 0 P M 06 : 5 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 3 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 7: 1 9 : 0 0 A M 02 : 1 9 : 0 0 8: 0 5 : 0 0 A M N O N M E T R O 1 0 : 2 3 : 0 0 A M 02 : 1 8 : 0 0 10 : 4 9 : 0 0 A M N O N M E T R O 4 : 1 8 : 0 0 P M 05 : 2 9 : 0 0 5: 2 6 : 0 0 P M N O N M E T R O 5 : 3 1 : 0 0 P M 00 : 0 5 : 0 0 7: 0 8 : 0 0 P M N O N M E T R O S t i l l T h e r e 00 : 5 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 4 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 7: 5 0 : 0 0 A M N O N M E T R O 1 0 : 3 6 : 0 0 A M 02 : 4 6 : 0 0 10 : 4 2 : 0 0 A M N O N M E T R O 1 1 : 3 8 : 0 0 A M 00 : 5 6 : 0 0 12 : 0 8 : 0 0 P M N O N M E T R O 1 2 : 4 3 : 0 0 P M 00 : 3 5 : 0 0 3: 5 0 : 0 0 P M N O N M E T R O S t i l l T h e r e 04 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 5 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4A 2 6 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4A 2 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 3: 5 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 9 : 0 0 DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 A 2 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7 : 0 0 : 0 0 A M 02 : 0 0 : 0 0 3: 4 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 B 2 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 8: 3 1 : 0 0 A M N O N M E T R O 1 1 : 0 1 : 0 0 A M 02 : 3 0 : 0 0 3: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 B 3 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 6 : 0 0 A M 01 : 0 6 : 0 0 8: 3 6 : 0 0 A M N O N M E T R O 1 1 : 5 6 : 0 0 A M 03 : 2 0 : 0 0 3: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 B 3 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 7: 5 2 : 0 0 A M N O N M E T R O 7 : 1 0 : 0 0 P M 11 : 1 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 B 3 2 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e N O N M E T R O 10 : 5 2 : 0 0 A M 05 : 5 2 : 0 0 11 : 4 1 : 0 0 A M N O N M E T R O 1 2 : 4 0 : 0 0 P M 00 : 5 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 3 3 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e N O N M E T R O 1: 2 0 : 0 0 P M 08 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 3 4 O f f i c e P a r k i n g O n l y 8: 3 5 : 0 0 A M N O N M E T R O 10 : 5 5 : 0 0 A M 02 : 2 0 : 0 0 12 : 3 0 : 0 0 P M N O N M E T R O 4 : 4 1 : 0 0 P M 04 : 1 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 3 5 O f f i c e P a r k i n g O n l y 8: 3 4 : 0 0 A M N O N M E T R O 12 : 0 0 : 0 0 P M 03 : 2 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 3 6 O f f i c e P a r k i n g O n l y 7: 5 9 : 0 0 A M N O N M E T R O 12 : 1 4 : 0 0 P M 04 : 1 5 : 0 0 1: 1 3 : 0 0 P M N O N M E T R O 4 : 3 8 : 0 0 P M 03 : 2 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 3 7 O f f i c e P a r k i n g O n l y 8: 5 2 : 0 0 A M N O N M E T R O 11 : 5 1 : 0 0 A M 02 : 5 9 : 0 0 12 : 2 0 : 0 0 P M N O N M E T R O 4 : 5 6 : 0 0 P M 04 : 3 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 3 8 O f f i c e P a r k i n g O n l y 8: 4 7 : 0 0 A M N O N M E T R O 9: 3 8 : 0 0 A M 00 : 5 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 3 9 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 4 C 40 O f f i c e P a r k i n g O n l y 9: 0 7 : 0 0 A M N O N M E T R O 1 2 : 4 5 : 0 0 P M 03 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 7 : 0 0 A M 01 : 0 7 : 0 0 4: 1 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e UN K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 4: 2 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 1 1 : 0 0 A M 01 : 1 1 : 0 0 4: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 0 9 : 0 0 A M 01 : 0 9 : 0 0 4: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 0 8 : 0 0 A M 03 : 0 8 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 4: 2 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 4: 2 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5A 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 9 : 0 0 A M 02 : 4 9 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 A 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 5: 4 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 1 3 O f f i c e P a r k i n g O n l y 5: 1 0 : 0 0 A M M E T R O L I N K St i l l T h e r e 14 : 5 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5B 1 4 O f f i c e P a r k i n g O n l y 4: 2 8 : 0 0 P M N O N M E T R O 5: 4 8 : 0 0 P M 01 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 1 5 O f f i c e P a r k i n g O n l y 1: 4 5 : 0 0 P M N O N M E T R O 2: 0 0 : 0 0 P M 00 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 1 6 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 17 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 1 8 O f f i c e P a r k i n g O n l y 12 : 4 3 : 0 0 P M N O N M E T R O 4 : 3 0 : 0 0 P M 03 : 4 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 1 9 O f f i c e P a r k i n g O n l y 1: 1 5 : 0 0 P M N O N M E T R O 4: 3 0 : 0 0 P M 03 : 1 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 2 0 O f f i c e P a r k i n g O n l y 7: 1 5 : 0 0 A M N O N M E T R O 1: 1 0 : 0 0 P M 05 : 5 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 2 1 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 22 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 2 3 O f f i c e P a r k i n g O n l y 9: 0 2 : 0 0 A M N O N M E T R O 1 0 : 3 0 : 0 0 A M 01 : 2 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 2 4 O f f i c e P a r k i n g O n l y 5: 4 5 : 0 0 A M N O N M E T R O 4: 3 0 : 0 0 P M 10 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 2 5 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 26 O f f i c e P a r k i n g O n l y 6: 4 4 : 0 0 A M N O N M E T R O 1 2 : 0 0 : 0 0 P M 05 : 1 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 2 7 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 28 O f f i c e P a r k i n g O n l y 8: 5 6 : 0 0 A M N O N M E T R O 1 0 : 0 6 : 0 0 A M 01 : 1 0 : 0 0 11 : 1 0 : 0 0 A M N O N M E T R O 1 1 : 4 8 : 0 0 A M 00 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 2 9 O f f i c e P a r k i n g O n l y 8: 4 7 : 0 0 A M N O N M E T R O 5: 5 3 : 0 0 P M 09 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 0 O f f i c e P a r k i n g O n l y 9: 0 1 : 0 0 A M N O N M E T R O 9: 5 9 : 0 0 A M 00 : 5 8 : 0 0 12 : 3 2 : 0 0 P M N O N M E T R O 5 : 5 5 : 0 0 P M 05 : 2 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 1 O f f i c e P a r k i n g O n l y 8: 5 8 : 0 0 A M N O N M E T R O 11 : 3 0 : 0 0 A M 02 : 3 2 : 0 0 12 : 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 1 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 2 R e g u l a r Al r e a d y T h e r e U N K N O W N 8: 0 9 : 0 0 A M 03 : 0 9 : 0 0 9: 0 1 : 0 0 A M N O N M E T R O 1 0 : 0 6 : 0 0 A M 01 : 0 5 : 0 0 5: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 3 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 5: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 4 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 8: 3 0 : 0 0 A M N O N M E T R O 9 : 4 7 : 0 0 A M 01 : 1 7 : 0 0 5: 1 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 5 R e g u l a r 5: 0 8 : 0 0 A M M E T R O L I N K St i l l T h e r e 14 : 5 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5B 3 6 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 5 3 : 0 0 A M 02 : 5 3 : 0 0 9: 0 0 : 0 0 A M N O N M E T R O 1 1 : 2 3 : 0 0 A M 02 : 2 3 : 0 0 5: 1 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 7 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 5: 0 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 8 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 5 1 : 0 0 A M 02 : 5 1 : 0 0 5: 1 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 3 9 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 9: 0 0 : 0 0 A M N O N M E T R O 1 1 : 0 6 : 0 0 A M 02 : 0 6 : 0 0 5: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 0 R e g u l a r 5: 1 2 : 0 0 P M M E T R O L I N K St i l l T h e r e 02 : 4 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5B 4 1 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 4 8 : 0 0 A M 02 : 4 8 : 0 0 5: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 2 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 5 0 : 0 0 A M 02 : 5 0 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 3 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 0 7 : 0 0 A M 01 : 0 7 : 0 0 5: 0 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 4 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 6 : 0 0 A M 01 : 2 6 : 0 0 6: 5 4 : 0 0 A M M E T R O L I N K 6 : 0 0 : 0 0 P M 11 : 0 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 5 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 4: 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 6 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 7 R e g u l a r Al r e a d y T h e r e UN K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 1: 2 2 : 0 0 P M N O N M E T R O 1 : 3 7 : 0 0 P M 00 : 1 5 : 0 0 2: 2 0 : 0 0 P M N O N M E T R O 2 : 5 0 : 0 0 P M 00 : 3 0 : 0 0 5: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 8 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 0 8 : 0 0 A M 01 : 0 8 : 0 0 3: 2 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 4 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 5 B 4 9 R e g u l a r We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 R e g u l a r / N a v c o 7: 4 1 : 0 0 A M N O N M E T R O 5 : 1 0 : 0 0 P M 09 : 2 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 2 R e g u l a r / N a v c o 7: 5 8 : 0 0 A M N O N M E T R O 12 : 3 5 : 0 0 P M 04 : 3 7 : 0 0 1: 4 0 : 0 0 P M N O N M E T R O 7 : 0 9 : 0 0 P M 05 : 2 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 3 R e g u l a r / N a v c o 8: 0 0 : 0 0 A M N O N M E T R O 2: 5 4 : 0 0 P M 06 : 5 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 4 R e g u l a r / N a v c o 7: 4 4 : 0 0 A M N O N M E T R O 1: 3 5 : 0 0 P M 05 : 5 1 : 0 0 1: 3 5 : 0 0 P M N O N M E T R O 6 : 2 5 : 0 0 P M 04 : 5 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 5 R e g u l a r / N a v c o 7: 3 0 : 0 0 A M N O N M E T R O 12 : 2 0 : 0 0 P M 04 : 5 0 : 0 0 1: 0 4 : 0 0 P M N O N M E T R O 2 : 4 0 : 0 0 P M 01 : 3 6 : 0 0 2: 4 5 : 0 0 P M N O N M E T R O 5 : 2 3 : 0 0 P M 02 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 6 R e g u l a r / N a v c o 7: 5 0 : 0 0 A M N O N M E T R O 2: 4 4 : 0 0 P M 06 : 5 4 : 0 0 2: 5 0 : 0 0 P M N O N M E T R O 4 : 5 0 : 0 0 P M 02 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 7 R e g u l a r / N a v c o 7: 3 0 : 0 0 A M N O N M E T R O 4: 0 4 : 0 0 P M 08 : 3 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 8 R e g u l a r / N a v c o 7: 5 7 : 0 0 A M N O N M E T R O 12 : 4 8 : 0 0 P M 04 : 5 1 : 0 0 1: 2 5 : 0 0 P M N O N M E T R O 5 : 0 3 : 0 0 P M 03 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 9 R e g u l a r / N a v c o 6: 4 5 : 0 0 A M N O N M E T R O 3: 4 5 : 0 0 P M 09 : 0 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 0 R e g u l a r / N a v c o 7: 4 2 : 0 0 A M N O N M E T R O 5: 5 3 : 0 0 P M 10 : 1 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 1 R e g u l a r / N a v c o 5: 3 3 : 0 0 A M N O N M E T R O 11 : 4 0 : 0 0 A M 06 : 0 7 : 0 0 1: 2 6 : 0 0 P M N O N M E T R O 4 : 4 9 : 0 0 P M 03 : 2 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 2 R e g u l a r / N a v c o 8: 0 4 : 0 0 A M N O N M E T R O 1: 0 6 : 0 0 P M 05 : 0 2 : 0 0 1: 1 7 : 0 0 P M N O N M E T R O 3 : 4 0 : 0 0 P M 02 : 2 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 3 R e g u l a r / N a v c o 5: 5 3 : 0 0 A M N O N M E T R O 11 : 5 3 : 0 0 A M 06 : 0 0 : 0 0 1: 2 5 : 0 0 P M N O N M E T R O 4 : 4 5 : 0 0 P M 03 : 2 0 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 4 R e g u l a r / N a v c o 8: 3 0 : 0 0 A M N O N M E T R O 11 : 1 0 : 0 0 A M 02 : 4 0 : 0 0 12 : 0 2 : 0 0 P M N O N M E T R O 1 2 : 0 6 : 0 0 P M 00 : 0 4 : 0 0 12 : 0 9 : 0 0 P M N O N M E T R O 2 : 4 7 : 0 0 P M 02 : 3 8 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 5 R e g u l a r / N a v c o 6: 2 2 : 0 0 A M N O N M E T R O 12 : 0 5 : 0 0 P M 05 : 4 3 : 0 0 12 : 2 6 : 0 0 P M N O N M E T R O 5 : 0 7 : 0 0 P M 04 : 4 1 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 6 R e g u l a r / N a v c o 7: 4 9 : 0 0 A M N O N M E T R O 12 : 1 7 : 0 0 P M 04 : 2 8 : 0 0 1: 1 8 : 0 0 P M N O N M E T R O 5 : 0 7 : 0 0 P M 03 : 4 9 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 7 R e g u l a r / N a v c o 8: 0 4 : 0 0 A M N O N M E T R O 4: 3 9 : 0 0 P M 08 : 3 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 8 R e g u l a r / N a v c o 7: 0 1 : 0 0 A M N O N M E T R O 12 : 2 1 : 0 0 P M 05 : 2 0 : 0 0 1: 0 2 : 0 0 P M N O N M E T R O 1 : 0 6 : 0 0 P M 00 : 0 4 : 0 0 1: 1 9 : 0 0 P M N O N M E T R O 3 : 5 1 : 0 0 P M 02 : 3 2 : 0 0 4: 0 5 : 0 0 P M N O N M E T R O 5 : 0 0 : 0 0 P M 00 : 5 5 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 1 9 R e g u l a r / N a v c o 7: 0 2 : 0 0 A M N O N M E T R O 3: 2 5 : 0 0 P M 08 : 2 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 A 2 0 R e g u l a r / N a v c o 7: 3 7 : 0 0 A M N O N M E T R O 5: 0 4 : 0 0 P M 09 : 2 7 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 2 1 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 22 O f f i c e P a r k i n g O n l y 6: 2 7 : 0 0 A M N O N M E T R O 1 : 0 6 : 0 0 P M 06 : 3 9 : 0 0 2: 0 3 : 0 0 P M N O N M E T R O 3 : 3 5 : 0 0 P M 01 : 3 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 2 3 O f f i c e P a r k i n g O n l y 9: 4 8 : 0 0 A M N O N M E T R O 3: 3 1 : 0 0 P M 05 : 4 3 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 2 4 O f f i c e P a r k i n g O n l y 5: 4 8 : 0 0 A M N O N M E T R O 2: 5 0 : 0 0 P M 09 : 0 2 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 2 5 O f f i c e P a r k i n g O n l y 9: 2 5 : 0 0 A M N O N M E T R O 3: 1 9 : 0 0 P M 05 : 5 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 2 6 O f f i c e P a r k i n g O n l y 5: 5 1 : 0 0 A M N O N M E T R O 1: 4 7 : 0 0 P M 07 : 5 6 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 2 7 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 28 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 2 9 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 3 0 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 3 1 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 3 2 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 3 3 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 3 4 O f f i c e P a r k i n g O n l y We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 3 5 L o a d i n g D o c k 10 : 3 0 : 0 0 A M N O N M E T R O 1 0 : 3 5 : 0 0 A M 00 : 0 5 : 0 0 10 : 5 1 : 0 0 A M N O N M E T R O 1 1 : 5 5 : 0 0 A M 01 : 0 4 : 0 0 We d n e s d a y , A p r i l 1 3 , 2 0 1 6 6 B 3 6 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 A 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6 : 2 2 : 0 0 A M 01 : 2 2 : 0 0 6: 3 8 : 0 0 A M N O N M E T R O S t i l l T h e r e 13 : 2 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 A 3 M e t r o L i n k O n l y Al r e a d y T h e r e C O M I N G F R O M M E T R O 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 4: 2 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e C O M I N G F R O M M E T R O 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 4: 3 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 A 5 M e t r o L i n k O n l y 4: 3 2 : 0 0 P M M E T R O L I N K St i l l T h e r e 03 : 2 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1A 6 M e t r o L i n k O n l y Al r e a d y T h e r e ME T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 1: 1 5 : 0 0 P M N O N M E T R O 2 : 2 2 : 0 0 P M 01 : 0 7 : 0 0 3: 0 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 5 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 7 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 9: 5 4 : 0 0 A M N O N M E T R O 1 1 : 5 0 : 0 0 A M 01 : 5 6 : 0 0 12 : 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 2 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 4 : 0 0 A M 00 : 5 4 : 0 0 9: 4 5 : 0 0 A M N O N M E T R O 1 1 : 5 0 : 0 0 A M 02 : 0 5 : 0 0 1: 5 0 : 0 0 P M M E T R O L I N K 3 : 4 6 : 0 0 P M 01 : 5 6 : 0 0 4: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 9 M e t r o L i n k O n l y 9: 5 0 : 0 0 A M N O N M E T R O St i l l T h e r e 10 : 1 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 4 : 0 0 A M 00 : 5 4 : 0 0 7: 1 8 : 0 0 A M N O N M E T R O S t i l l T h e r e 12 : 4 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 0 : 0 0 A M 00 : 5 0 : 0 0 8: 5 6 : 0 0 A M M E T R O L I N K M I S S E D 4: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 8: 4 0 : 0 0 A M N O N M E T R O 1 0 : 2 2 : 0 0 A M 01 : 4 2 : 0 0 3: 4 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 1 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 9: 5 5 : 0 0 A M N O N M E T R O 1 1 : 5 0 : 0 0 A M 01 : 5 5 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 1 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 9: 4 9 : 0 0 A M N O N M E T R O 1 1 : 5 0 : 0 0 A M 02 : 0 1 : 0 0 3: 3 2 : 0 0 P M U N K N O W N S t i l l T h e r e 04 : 2 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 B 1 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 8: 0 0 : 0 0 A M N O N M E T R O 5 : 0 0 : 0 0 P M 09 : 0 0 : 0 0 5: 1 5 : 0 0 P M U N K N O W N S t i l l T h e r e 02 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 1 6 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1C 1 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 4: 1 9 : 0 0 P M N O N M E T R O S t i l l T h e r e 03 : 4 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 1 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 4: 2 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 1 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 2 : 0 0 A M 01 : 5 2 : 0 0 6: 5 2 : 0 0 A M N O N M E T R O S t i l l T h e r e 13 : 0 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 9: 4 5 : 0 0 A M N O N M E T R O 1 1 : 5 0 : 0 0 A M 02 : 0 5 : 0 0 2: 5 0 : 0 0 P M N O N M E T R O 3 : 3 3 : 0 0 P M 00 : 4 3 : 0 0 3: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 10 : 0 3 : 0 0 A M M E T R O L I N K 1 1 : 5 0 : 0 0 A M 01 : 4 7 : 0 0 4: 4 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 1 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 6: 5 9 : 0 0 A M M E T R O L I N K 9 : 0 0 : 0 0 A M 02 : 0 1 : 0 0 3: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 9 : 0 0 A M 02 : 0 9 : 0 0 4: 2 0 : 0 0 P M N O N M E T R O 4 : 5 0 : 0 0 P M 00 : 3 0 : 0 0 5: 3 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1C 2 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 1 0 : 0 0 A M 02 : 1 0 : 0 0 9: 4 0 : 0 0 A M N O N M E T R O 1 1 : 5 0 : 0 0 A M 02 : 1 0 : 0 0 4: 2 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 1 0 : 0 0 A M 02 : 1 0 : 0 0 4: 0 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 2: 3 6 : 0 0 P M M E T R O L I N K 4 : 0 0 : 0 0 P M 01 : 2 4 : 0 0 5: 1 3 : 0 0 P M U N K N O W N S t i l l T h e r e 02 : 4 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 6: 3 5 : 0 0 A M N O N M E T R O S t i l l T h e r e 13 : 2 5 : 0 0 DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 2 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6 : 2 4 : 0 0 A M 01 : 2 4 : 0 0 6: 4 9 : 0 0 A M M E T R O L I N K M I S S E D 5: 1 6 : 0 0 P M M E T R O L I N K 5 : 1 9 : 0 0 P M 00 : 0 3 : 0 0 5: 4 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 3 0 M e t r o L i n k O n l y 12 : 3 6 : 0 0 P M M E T R O L I N K 4: 0 5 : 0 0 P M 03 : 2 9 : 0 0 4: 1 0 : 0 0 P M N O N M E T R O S t i l l T h e r e 03 : 5 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 3 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 0 0 : 0 0 A M 00 : 0 0 : 0 0 6: 5 2 : 0 0 A M M E T R O L I N K 5 : 1 9 : 0 0 P M 10 : 2 7 : 0 0 5: 4 3 : 0 0 P M U N K N O W N S t i l l T h e r e 02 : 1 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 C 3 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 4 0 : 0 0 A M 01 : 4 0 : 0 0 6: 5 5 : 0 0 A M M E T R O L I N K 1 : 1 0 : 0 0 P M 06 : 1 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 D 3 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 12 : 5 0 : 0 0 P M S T A Y E D I N C A R 1 : 1 0 : 0 0 P M 00 : 2 0 : 0 0 4: 2 1 : 0 0 P M U N K N O W N S t i l l T h e r e 03 : 3 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 D 3 4 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 3: 0 3 : 0 0 P M U N K N O W N S t i l l T h e r e 04 : 5 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 D 3 5 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 5: 5 0 : 0 0 A M 00 : 5 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 D 3 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 3: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 D 3 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 8: 2 3 : 0 0 A M N O N M E T R O 1 1 : 1 3 : 0 0 A M 02 : 5 0 : 0 0 4: 1 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 D 3 8 M e t r o L i n k O n l y 7: 0 0 : 0 0 A M N O N M E T R O 11 : 1 5 : 0 0 A M 04 : 1 5 : 0 0 12 : 2 0 : 0 0 P M U N K N O W N 2 : 0 8 : 0 0 P M 01 : 4 8 : 0 0 2: 4 8 : 0 0 P M U N K N O W N S t i l l T h e r e 05 : 1 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 3 9 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 2: 4 5 : 0 0 P M N O N M E T R O 4 : 3 5 : 0 0 P M 01 : 5 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 3: 4 7 : 0 0 P M M E T R O L I N K 4 : 2 0 : 0 0 P M 00 : 3 3 : 0 0 4: 2 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 5: 1 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 3 M e t r o L i n k O n l y Al r e a d y T h e r e ME T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 7: 5 0 : 0 0 A M M E T R O L I N K M I S S E D Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 44 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7 : 0 0 : 0 0 A M 02 : 0 0 : 0 0 2: 1 4 : 0 0 P M M E T R O L I N K 7 : 1 0 : 0 0 P M 04 : 5 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 1 8 : 0 0 A M 01 : 1 8 : 0 0 4: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 4 : 0 0 A M 00 : 5 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 7 HC 6: 5 0 : 0 0 A M M E T R O L I N K St i l l T h e r e 13 : 1 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1E 4 8 HC Al r e a d y T h e r e M E T R O L I N K 7: 0 3 : 0 0 A M 02 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 4 9 HC Al r e a d y T h e r e M E T R O L I N K 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 5 0 HC Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 5 1 HC 4: 1 5 : 0 0 P M N O N M E T R O St i l l T h e r e 03 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 E 5 2 HC Al r e a d y T h e r e M E T R O L I N K 5: 5 4 : 0 0 A M 00 : 5 4 : 0 0 3: 4 9 : 0 0 P M M E T R O L I N K 4 : 1 5 : 0 0 P M 00 : 2 6 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 O f f i c e P a r k i n g O n l y 8: 2 2 : 0 0 A M M E T R O L I N K 4: 2 1 : 0 0 P M 07 : 5 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 O f f i c e P a r k i n g O n l y 6: 2 1 : 0 0 A M P I C K U P 6: 2 2 : 0 0 A M 00 : 0 1 : 0 0 8: 2 9 : 0 0 A M NO N M E T R O 9 : 5 8 : 0 0 A M 01 : 2 9 : 0 0 1: 2 3 : 0 0 P M N O N M E T R O 2 : 1 0 : 0 0 P M 00 : 4 7 : 0 0 6: 1 3 : 0 0 P M S T A Y E D I N C A R 6 : 1 7 : 0 0 P M 00 : 0 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 O f f i c e P a r k i n g O n l y 8: 3 3 : 0 0 A M N O N M E T R O 8: 4 2 : 0 0 A M 00 : 0 9 : 0 0 8: 4 3 : 0 0 A M N O N M E T R O 1 2 : 4 6 : 0 0 P M 04 : 0 3 : 0 0 1: 2 3 : 0 0 P M N O N M E T R O 3 : 2 2 : 0 0 P M 01 : 5 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 4 O f f i c e P a r k i n g O n l y 8: 2 0 : 0 0 A M N O N M E T R O 10 : 0 0 : 0 0 A M 01 : 4 0 : 0 0 1: 3 5 : 0 0 P M N O N M E T R O 3 : 3 7 : 0 0 P M 02 : 0 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 5 O f f i c e P a r k i n g O n l y 7: 5 5 : 0 0 A M N O N M E T R O 12 : 1 2 : 0 0 P M 04 : 1 7 : 0 0 12 : 5 9 : 0 0 P M N O N M E T R O 5 : 1 3 : 0 0 P M 04 : 1 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 6 O f f i c e P a r k i n g O n l y 8: 1 8 : 0 0 A M N O N M E T R O 4: 3 2 : 0 0 P M 08 : 1 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 7 O f f i c e P a r k i n g O n l y 7: 5 1 : 0 0 A M N O N M E T R O 5: 0 7 : 0 0 P M 09 : 1 6 : 0 0 5: 0 8 : 0 0 P M S T A Y E D I N C A R 5 : 1 2 : 0 0 P M 00 : 0 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 8 O f f i c e P a r k i n g O n l y 7: 5 5 : 0 0 A M N O N M E T R O 10 : 2 4 : 0 0 A M 02 : 2 9 : 0 0 10 : 3 0 : 0 0 A M N O N M E T R O 4 : 5 8 : 0 0 P M 06 : 2 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 9 O f f i c e P a r k i n g O n l y 8: 1 9 : 0 0 A M N O N M E T R O 12 : 1 1 : 0 0 P M 03 : 5 2 : 0 0 12 : 5 9 : 0 0 P M N O N M E T R O 2 : 0 3 : 0 0 P M 01 : 0 4 : 0 0 2: 2 7 : 0 0 P M N O N M E T R O 5 : 4 5 : 0 0 P M 03 : 1 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 0 O f f i c e P a r k i n g O n l y 7: 4 3 : 0 0 A M N O N M E T R O 11 : 4 5 : 0 0 A M 04 : 0 2 : 0 0 1: 2 9 : 0 0 P M N O N M E T R O 3 : 5 6 : 0 0 P M 02 : 2 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 1 O f f i c e P a r k i n g O n l y 8: 0 6 : 0 0 A M N O N M E T R O 9: 1 7 : 0 0 A M 01 : 1 1 : 0 0 9: 1 7 : 0 0 A M N O N M E T R O M I S S E D 12 : 3 1 : 0 0 P M N O N M E T R O 4 : 5 0 : 0 0 P M 04 : 1 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 2 O f f i c e P a r k i n g O n l y 7: 2 7 : 0 0 A M N O N M E T R O St i l l T h e r e 12 : 3 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 3 O f f i c e P a r k i n g O n l y 8: 2 5 : 0 0 A M N O N M E T R O 9: 4 3 : 0 0 A M 01 : 1 8 : 0 0 9: 4 9 : 0 0 A M N O N M E T R O 1 1 : 4 2 : 0 0 A M 01 : 5 3 : 0 0 1: 2 2 : 0 0 P M N O N M E T R O 4 : 5 8 : 0 0 P M 03 : 3 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 4 O f f i c e P a r k i n g O n l y 7: 4 3 : 0 0 A M N O N M E T R O 5: 1 3 : 0 0 P M 09 : 3 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 5 O f f i c e P a r k i n g O n l y 7: 2 8 : 0 0 A M N O N M E T R O 10 : 0 0 : 0 0 A M 02 : 3 2 : 0 0 10 : 0 2 : 0 0 A M N O N M E T R O 1 0 : 0 9 : 0 0 A M 00 : 0 7 : 0 0 10 : 2 5 : 0 0 A M N O N M E T R O 3 : 5 9 : 0 0 P M 05 : 3 4 : 0 0 5: 4 7 : 0 0 P M S T A Y E D I N C A R 6 : 0 1 : 0 0 P M 00 : 1 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 6 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 7: 5 0 : 0 0 A M N O N M E T R O 1 0 : 2 6 : 0 0 A M 02 : 3 6 : 0 0 10 : 2 6 : 0 0 A M N O N M E T R O 4 : 3 4 : 0 0 P M 06 : 0 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 7 O f f i c e P a r k i n g O n l y 7: 3 3 : 0 0 A M N O N M E T R O 7: 5 0 : 0 0 A M 00 : 1 7 : 0 0 8: 0 9 : 0 0 A M N O N M E T R O 1 0 : 4 2 : 0 0 A M 02 : 3 3 : 0 0 10 : 5 1 : 0 0 A M N O N M E T R O 1 1 : 4 0 : 0 0 A M 00 : 4 9 : 0 0 12 : 4 3 : 0 0 P M N O N M E T R O 2 : 3 4 : 0 0 P M 01 : 5 1 : 0 0 2: 3 5 : 0 0 P M N O N M E T R O 3 : 3 6 : 0 0 P M 01 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 8 O f f i c e P a r k i n g O n l y 7: 1 6 : 0 0 A M N O N M E T R O 11 : 1 4 : 0 0 A M 03 : 5 8 : 0 0 11 : 1 7 : 0 0 A M N O N M E T R O 1 2 : 0 9 : 0 0 P M 00 : 5 2 : 0 0 12 : 3 7 : 0 0 P M N O N M E T R O 6 : 0 3 : 0 0 P M 05 : 2 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 1 9 O f f i c e P a r k i n g O n l y 7: 4 9 : 0 0 A M N O N M E T R O 11 : 2 5 : 0 0 A M 03 : 3 6 : 0 0 12 : 4 3 : 0 0 P M N O N M E T R O 7 : 0 2 : 0 0 P M 06 : 1 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 0 O f f i c e P a r k i n g O n l y 7: 2 3 : 0 0 A M N O N M E T R O 4: 0 4 : 0 0 P M 08 : 4 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 1 O f f i c e P a r k i n g O n l y 7: 3 5 : 0 0 A M N O N M E T R O 5: 5 3 : 0 0 P M 10 : 1 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 2 O f f i c e P a r k i n g O n l y 7: 0 3 : 0 0 A M N O N M E T R O 1: 4 2 : 0 0 P M 06 : 3 9 : 0 0 4: 4 9 : 0 0 P M N O N M E T R O 5 : 5 4 : 0 0 P M 01 : 0 5 : 0 0 6: 5 0 : 0 0 P M S T A Y E D I N C A R 7 : 0 0 : 0 0 P M 00 : 1 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 3 O f f i c e P a r k i n g O n l y 7: 0 9 : 0 0 A M N O N M E T R O 12 : 1 7 : 0 0 P M 05 : 0 8 : 0 0 12 : 4 7 : 0 0 P M N O N M E T R O 2 : 4 9 : 0 0 P M 02 : 0 2 : 0 0 3: 1 8 : 0 0 P M S T A Y E D I N C A R 3 : 4 2 : 0 0 P M 00 : 2 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 4 O f f i c e P a r k i n g O n l y 7: 3 5 : 0 0 A M S T A Y E D I N C A R 7: 4 5 : 0 0 A M 00 : 1 0 : 0 0 8: 2 3 : 0 0 A M N O N M E T R O 9 : 1 4 : 0 0 A M 00 : 5 1 : 0 0 9: 1 4 : 0 0 A M N O N M E T R O 9 : 5 6 : 0 0 A M 00 : 4 2 : 0 0 9: 5 9 : 0 0 A M N O N M E T R O 1 2 : 3 6 : 0 0 P M 02 : 3 7 : 0 0 4: 4 0 : 0 0 P M S T A Y E D I N C A R 5 : 2 5 : 0 0 P M 00 : 4 5 : 0 0 6:58:00 PM S T A Y E D I N C A R 7 : 0 9 : 0 0 P M 00:11:00 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 5 O f f i c e P a r k i n g O n l y 5: 4 8 : 0 0 A M S T A Y E D I N C A R 5: 5 0 : 0 0 A M 00 : 0 2 : 0 0 8: 1 8 : 0 0 A M N O N M E T R O 5 : 2 4 : 0 0 P M 09 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 6 O f f i c e P a r k i n g O n l y 8: 3 2 : 0 0 A M N O N M E T R O MI S S E D 12 : 0 4 : 0 0 P M NO N M E T R O 1 2 : 5 2 : 0 0 P M 00 : 4 8 : 0 0 1: 2 1 : 0 0 P M N O N M E T R O 1 : 4 3 : 0 0 P M 00 : 2 2 : 0 0 1: 4 7 : 0 0 P M N O N M E T R O 5 : 0 3 : 0 0 P M 03 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 7 O f f i c e P a r k i n g O n l y 6: 5 4 : 0 0 A M P I C K U P 6: 5 8 : 0 0 A M 00 : 0 4 : 0 0 7: 5 7 : 0 0 A M NO N M E T R O 1 : 1 0 : 0 0 P M 05 : 1 3 : 0 0 1: 1 1 : 0 0 P M N O N M E T R O 5 : 0 2 : 0 0 P M 03 : 5 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 8 O f f i c e P a r k i n g O n l y 7: 5 7 : 0 0 A M N O N M E T R O 4: 3 4 : 0 0 P M 08 : 3 7 : 0 0 5: 0 9 : 0 0 P M S T A Y E D I N C A R 5 : 3 1 : 0 0 P M 00 : 2 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 2 9 O f f i c e P a r k i n g O n l y 7: 4 3 : 0 0 A M N O N M E T R O 10 : 2 3 : 0 0 A M 02 : 4 0 : 0 0 10 : 2 3 : 0 0 A M N O N M E T R O 1 2 : 0 2 : 0 0 P M 01 : 3 9 : 0 0 12 : 5 5 : 0 0 P M N O N M E T R O 3 : 1 6 : 0 0 P M 02 : 2 1 : 0 0 5: 0 7 : 0 0 P M S T A Y E D I N C A R 5 : 1 2 : 0 0 P M 00 : 0 5 : 0 0 5: 4 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 0 O f f i c e P a r k i n g O n l y 6: 4 6 : 0 0 A M N O N M E T R O 3: 3 8 : 0 0 P M 08 : 5 2 : 0 0 5: 3 7 : 0 0 P M S T A Y E D I N C A R 5 : 5 5 : 0 0 P M 00 : 1 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 1 O f f i c e P a r k i n g O n l y 8: 1 4 : 0 0 A M N O N M E T R O 10 : 0 0 : 0 0 A M 01 : 4 6 : 0 0 1: 2 0 : 0 0 P M N O N M E T R O 5 : 0 8 : 0 0 P M 03 : 4 8 : 0 0 6: 2 8 : 0 0 P M S T A Y E D I N C A R 6 : 2 9 : 0 0 P M 00 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 2 O f f i c e P a r k i n g O n l y 5: 4 2 : 0 0 A M N O N M E T R O 5: 5 1 : 0 0 A M 00 : 0 9 : 0 0 7: 5 6 : 0 0 A M N O N M E T R O 5 : 1 3 : 0 0 P M 09 : 1 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 3 O f f i c e P a r k i n g O n l y 6: 2 0 : 0 0 A M P I C K U P 6: 2 1 : 0 0 A M 00 : 0 1 : 0 0 6: 5 2 : 0 0 A M PI C K U P M I S S E D 8: 2 5 : 0 0 A M N O N M E T R O 9 : 3 0 : 0 0 A M 01 : 0 5 : 0 0 9: 4 8 : 0 0 A M N O N M E T R O 1 : 2 2 : 0 0 P M 03 : 3 4 : 0 0 1: 2 6 : 0 0 P M N O N M E T R O 4 : 3 2 : 0 0 P M 03 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 4 O f f i c e P a r k i n g O n l y 6: 4 9 : 0 0 A M N O N M E T R O 12 : 0 6 : 0 0 P M 05 : 1 7 : 0 0 1: 2 6 : 0 0 P M N O N M E T R O 5 : 0 2 : 0 0 P M 03 : 3 6 : 0 0 5: 0 6 : 0 0 P M S T A Y E D I N C A R 5 : 1 1 : 0 0 P M 00 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 5 O f f i c e P a r k i n g O n l y 8: 4 4 : 0 0 A M N O N M E T R O 9: 4 4 : 0 0 A M 01 : 0 0 : 0 0 9: 4 4 : 0 0 A M N O N M E T R O 1 : 1 8 : 0 0 P M 03 : 3 4 : 0 0 1: 1 8 : 0 0 P M N O N M E T R O 7 : 0 0 : 0 0 P M 05 : 4 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 6 O f f i c e P a r k i n g O n l y 8: 0 7 : 0 0 A M NO N M E T R O 12 : 0 7 : 0 0 P M 04 : 0 0 : 0 0 1: 2 8 : 0 0 P M N O N M E T R O 2 : 5 0 : 0 0 P M 01 : 2 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 7 O f f i c e P a r k i n g O n l y 8: 0 5 : 0 0 A M N O N M E T R O 5: 0 6 : 0 0 P M 09 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 8 O f f i c e P a r k i n g O n l y 6: 1 9 : 0 0 A M P I C K U P 6: 2 1 : 0 0 A M 00 : 0 2 : 0 0 7: 5 4 : 0 0 A M NO N M E T R O 4 : 1 5 : 0 0 P M 08 : 2 1 : 0 0 5: 5 3 : 0 0 P M S T A Y E D I N C A R 5 : 5 4 : 0 0 P M 00 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 3 9 O f f i c e P a r k i n g O n l y 8: 2 9 : 0 0 A M N O N M E T R O 9: 2 8 : 0 0 A M 00 : 5 9 : 0 0 1: 2 1 : 0 0 P M N O N M E T R O 5 : 0 6 : 0 0 P M 03 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 4 0 O f f i c e P a r k i n g O n l y 8: 4 0 : 0 0 A M N O N M E T R O 11 : 5 4 : 0 0 A M 03 : 1 4 : 0 0 1: 4 0 : 0 0 P M N O N M E T R O 3 : 1 0 : 0 0 P M 01 : 3 0 : 0 0 5: 0 8 : 0 0 P M S T A Y E D I N C A R 5 : 2 0 : 0 0 P M 00 : 1 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 4 1 O f f i c e P a r k i n g O n l y 8: 3 2 : 0 0 A M N O N M E T R O 9: 4 3 : 0 0 A M 01 : 1 1 : 0 0 1: 1 7 : 0 0 P M N O N M E T R O 4 : 0 5 : 0 0 P M 02 : 4 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 4 2 O f f i c e P a r k i n g O n l y 8: 4 3 : 0 0 A M N O N M E T R O 12 : 1 4 : 0 0 P M 03 : 3 1 : 0 0 1: 3 6 : 0 0 P M N O N M E T R O 3 : 3 9 : 0 0 P M 02 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 4 3 O f f i c e P a r k i n g O n l y 6: 0 7 : 0 0 A M D R O P O F F 6: 0 9 : 0 0 A M 00 : 0 2 : 0 0 8: 1 5 : 0 0 A M N O N M E T R O 1 1 : 0 9 : 0 0 A M 02 : 5 4 : 0 0 12 : 4 7 : 0 0 P M D R O P O F F 1 2 : 4 8 : 0 0 P M 00 : 0 1 : 0 0 1: 3 3 : 0 0 P M N O N M E T R O 1 : 5 9 : 0 0 P M 00 : 2 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 A 4 4 O f f i c e P a r k i n g O n l y 8: 4 2 : 0 0 A M N O N M E T R O 4: 2 0 : 0 0 P M 07 : 3 8 : 0 0 5: 1 4 : 0 0 P M S T A Y E D I N C A R 5 : 1 9 : 0 0 P M 00 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 4 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 6: 1 1 : 0 0 A M M E T R O L I N K 6 : 4 5 : 0 0 P M 12 : 3 4 : 0 0 6: 5 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 0 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 4 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 4 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 0 9 : 0 0 A M 01 : 0 9 : 0 0 6: 1 4 : 0 0 A M P I C K U P 6 : 2 3 : 0 0 A M 00 : 0 9 : 0 0 6: 4 6 : 0 0 A M M E T R O L I N K 5 : 1 7 : 0 0 P M 10 : 3 1 : 0 0 5: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 4 8 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2B 4 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 7: 5 6 : 0 0 A M M E T R O L I N K 5 : 2 0 : 0 0 P M 09 : 2 4 : 0 0 5: 2 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 0 9 : 0 0 A M 03 : 0 9 : 0 0 9: 4 7 : 0 0 A M M E T R O L I N K 1 1 : 5 0 : 0 0 A M 02 : 0 3 : 0 0 1: 4 5 : 0 0 P M N O N M E T R O 3 : 3 8 : 0 0 P M 01 : 5 3 : 0 0 3: 3 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 2 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 1 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2B 5 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 6: 3 9 : 0 0 A M M E T R O L I N K 5 : 5 4 : 0 0 P M 11 : 1 5 : 0 0 6: 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 7: 3 8 : 0 0 A M M E T R O L I N K 5 : 5 4 : 0 0 P M 10 : 1 6 : 0 0 6: 5 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 0 : 0 0 A M 00 : 5 0 : 0 0 6: 1 3 : 0 0 A M M E T R O L I N K 5 : 3 2 : 0 0 P M 11 : 1 9 : 0 0 5: 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 6: 0 3 : 0 0 A M M E T R O L I N K 8 : 1 0 : 0 0 A M 02 : 0 7 : 0 0 9: 1 6 : 0 0 A M M E T R O L I N K 1 1 : 0 0 : 0 0 A M 01 : 4 4 : 0 0 12 : 4 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 2 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 5 : 0 0 A M 02 : 4 5 : 0 0 7: 5 6 : 0 0 A M M E T R O L I N K 5 : 3 1 : 0 0 P M 09 : 3 5 : 0 0 5: 4 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 7: 5 5 : 0 0 A M M E T R O L I N K 8 : 0 8 : 0 0 A M 00 : 1 3 : 0 0 11 : 4 0 : 0 0 A M M E T R O L I N K 1 1 : 5 0 : 0 0 A M 00 : 1 0 : 0 0 2: 4 1 : 0 0 P M M E T R O L I N K 3 : 0 3 : 0 0 P M 00 : 2 2 : 0 0 4: 2 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 5 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 8: 0 4 : 0 0 A M M E T R O L I N K 5 : 5 4 : 0 0 P M 09 : 5 0 : 0 0 5: 5 5 : 0 0 P M N O N M E T R O 6 : 2 9 : 0 0 P M 00 : 3 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2B 5 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 6: 4 2 : 0 0 A M M E T R O L I N K M I S S E D 5: 2 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 6 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 9: 0 2 : 0 0 A M N O N M E T R O 1 1 : 4 3 : 0 0 A M 02 : 4 1 : 0 0 12 : 1 5 : 0 0 P M S T A Y E D I N C A R 1 2 : 4 0 : 0 0 P M 00 : 2 5 : 0 0 12 : 4 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 07 : 1 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 6 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 6: 4 5 : 0 0 A M M E T R O L I N K 5 : 3 4 : 0 0 P M 10 : 4 9 : 0 0 5: 3 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 2 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 6 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 7: 3 8 : 0 0 A M M E T R O L I N K 5 : 5 3 : 0 0 P M 10 : 1 5 : 0 0 7: 0 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 00 : 5 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 6 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 2 : 0 0 A M 01 : 2 2 : 0 0 6: 4 4 : 0 0 A M M E T R O L I N K 6 : 5 8 : 0 0 A M 00 : 1 4 : 0 0 7: 5 9 : 0 0 A M M E T R O L I N K 8 : 1 1 : 0 0 A M 00 : 1 2 : 0 0 8: 5 1 : 0 0 A M N O N M E T R O M I S S E D 3: 3 6 : 0 0 P M M E T R O L I N K 4 : 0 1 : 0 0 P M 00 : 2 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 2 B 6 4 HC Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 1 O f f i c e P a r k i n g O n l y 6: 5 7 : 0 0 A M O F F I C E 6: 3 4 : 0 0 P M 11 : 3 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 2 O f f i c e P a r k i n g O n l y 7: 4 9 : 0 0 A M O F F I C E 5: 1 5 : 0 0 P M 09 : 2 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3A 3 O f f i c e P a r k i n g O n l y 7: 1 5 : 0 0 A M N O N M E T R O 6: 4 5 : 0 0 P M 11 : 3 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 4 O f f i c e P a r k i n g O n l y 7: 5 3 : 0 0 A M O F F I C E 5: 3 7 : 0 0 P M 09 : 4 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3A 5 O f f i c e P a r k i n g O n l y 8: 4 8 : 0 0 A M O F F I C E 3: 0 0 : 0 0 P M 06 : 1 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3A 6 O f f i c e P a r k i n g O n l y 8: 0 1 : 0 0 A M O F F I C E 3: 1 2 : 0 0 P M 07 : 1 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3A 7 O f f i c e P a r k i n g O n l y 7: 5 3 : 0 0 A M N O N M E T R O 2: 0 5 : 0 0 P M 06 : 1 2 : 0 0 2: 1 5 : 0 0 P M O F F I C E 3 : 1 0 : 0 0 P M 00 : 5 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 8 O f f i c e P a r k i n g O n l y 7: 1 2 : 0 0 A M S T A Y E D I N C A R 7: 1 5 : 0 0 A M 00 : 0 3 : 0 0 10 : 4 1 : 0 0 A M O F F I C E 1 1 : 3 8 : 0 0 A M 00 : 5 7 : 0 0 1: 3 5 : 0 0 P M O F F I C E 4 : 4 7 : 0 0 P M 03 : 1 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 9 HC 8: 0 9 : 0 0 A M O F F I C E 11 : 2 5 : 0 0 A M 03 : 1 6 : 0 0 1: 3 4 : 0 0 P M OF F I C E S t i l l T h e r e 06 : 2 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 1 0 HC 8: 2 9 : 0 0 A M O F F I C E 9: 4 8 : 0 0 A M 01 : 1 9 : 0 0 10 : 4 7 : 0 0 A M OF F I C E 1 0 : 5 6 : 0 0 A M 00 : 0 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 1 1 HC 8: 0 7 : 0 0 A M O F F I C E 11 : 3 2 : 0 0 A M 03 : 2 5 : 0 0 1: 3 4 : 0 0 P M OF F I C E 4 : 4 7 : 0 0 P M 03 : 1 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 A 1 2 HC 7: 4 8 : 0 0 A M O F F I C E 12 : 1 0 : 0 0 P M 04 : 2 2 : 0 0 1: 0 2 : 0 0 P M OF F I C E 4 : 1 1 : 0 0 P M 03 : 0 9 : 0 0 6: 0 1 : 0 0 P M O F F I C E S t i l l T h e r e 01 : 5 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 1 3 O f f i c e P a r k i n g O n l y 6: 4 6 : 0 0 A M O F F I C E 5: 3 5 : 0 0 P M 10 : 4 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 1 4 O f f i c e P a r k i n g O n l y 6: 4 7 : 0 0 A M O F F I C E 4: 2 6 : 0 0 P M 09 : 3 9 : 0 0 5: 4 2 : 0 0 P M ME T R O L I N K 5 : 5 8 : 0 0 P M 00 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 1 5 O f f i c e P a r k i n g O n l y 6: 4 5 : 0 0 A M O F F I C E 3: 2 5 : 0 0 P M 08 : 4 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 1 6 O f f i c e P a r k i n g O n l y 7: 0 1 : 0 0 A M OF F I C E 4: 3 1 : 0 0 P M 09 : 3 0 : 0 0 5: 1 5 : 0 0 P M ME T R O L I N K 5 : 3 2 : 0 0 P M 00 : 1 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 1 7 O f f i c e P a r k i n g O n l y 7: 2 2 : 0 0 A M O F F I C E 4: 4 4 : 0 0 P M 09 : 2 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 1 8 O f f i c e P a r k i n g O n l y 6: 3 6 : 0 0 A M O F F I C E St i l l T h e r e 13 : 2 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 1 9 O f f i c e P a r k i n g O n l y 5: 4 5 : 0 0 A M O F F I C E 11 : 3 6 : 0 0 A M 05 : 5 1 : 0 0 11 : 4 6 : 0 0 A M OF F I C E M I S S E D 4: 3 8 : 0 0 P M N O N M E T R O 4 : 4 4 : 0 0 P M 00 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 2 0 O f f i c e P a r k i n g O n l y 6: 4 6 : 0 0 A M O F F I C E 3: 3 2 : 0 0 P M 08 : 4 6 : 0 0 4: 4 7 : 0 0 P M OF F I C E 5 : 0 3 : 0 0 P M 00 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 2 1 O f f i c e P a r k i n g O n l y 8: 0 0 : 0 0 A M O F F I C E 4: 0 5 : 0 0 P M 08 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 2 O f f i c e P a r k i n g O n l y 7: 2 6 : 0 0 A M O F F I C E 4: 1 5 : 0 0 P M 08 : 4 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 3 O f f i c e P a r k i n g O n l y 7: 2 3 : 0 0 A M O F F I C E 4: 1 8 : 0 0 P M 08 : 5 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 4 O f f i c e P a r k i n g O n l y 7: 3 0 : 0 0 A M O F F I C E 5: 1 3 : 0 0 P M 09 : 4 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 5 O f f i c e P a r k i n g O n l y 6: 5 7 : 0 0 A M O F F I C E 3: 2 9 : 0 0 P M 08 : 3 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 6 O f f i c e P a r k i n g O n l y 7: 0 1 : 0 0 A M O F F I C E 5: 0 4 : 0 0 P M 10 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 7 O f f i c e P a r k i n g O n l y 6: 3 2 : 0 0 A M O F F I C E 5: 1 4 : 0 0 P M 10 : 4 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 8 O f f i c e P a r k i n g O n l y 7: 2 6 : 0 0 A M O F F I C E 4: 3 8 : 0 0 P M 09 : 1 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 2 9 O f f i c e P a r k i n g O n l y 7: 0 4 : 0 0 A M O F F I C E 5: 1 0 : 0 0 P M 10 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 3 0 O f f i c e P a r k i n g O n l y 8: 0 1 : 0 0 A M O F F I C E 12 : 0 1 : 0 0 P M 04 : 0 0 : 0 0 12 : 4 6 : 0 0 P M OF F I C E 3 : 1 2 : 0 0 P M 02 : 2 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 3 1 O f f i c e P a r k i n g O n l y 8: 1 0 : 0 0 A M O F F I C E 5: 1 3 : 0 0 P M 09 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 3 2 O f f i c e P a r k i n g O n l y 6: 5 0 : 0 0 A M O F F I C E 6: 0 6 : 0 0 P M 11 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 3 3 O f f i c e P a r k i n g O n l y 8: 0 2 : 0 0 A M O F F I C E 1: 0 6 : 0 0 P M 05 : 0 4 : 0 0 1: 0 8 : 0 0 P M OF F I C E 5 : 1 5 : 0 0 P M 04 : 0 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 3 4 O f f i c e P a r k i n g O n l y 7: 0 4 : 0 0 A M O F F I C E 11 : 3 0 : 0 0 A M 04 : 2 6 : 0 0 11 : 3 7 : 0 0 A M OF F I C E 5 : 1 4 : 0 0 P M 05 : 3 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 3 5 O f f i c e P a r k i n g O n l y 7: 3 9 : 0 0 A M O F F I C E 12 : 0 9 : 0 0 P M 04 : 3 0 : 0 0 12 : 1 2 : 0 0 P M OF F I C E 5 : 1 5 : 0 0 P M 05 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 3 6 O f f i c e P a r k i n g O n l y 7: 2 0 : 0 0 A M N O N M E T R O 11 : 0 2 : 0 0 A M 03 : 4 2 : 0 0 12 : 0 2 : 0 0 P M O F F I C E 4 : 2 0 : 0 0 P M 04 : 1 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 3 7 O f f i c e P a r k i n g O n l y 8: 2 5 : 0 0 A M O F F I C E 9: 4 4 : 0 0 A M 01 : 1 9 : 0 0 9: 4 6 : 0 0 A M OF F I C E 6 : 4 7 : 0 0 P M 09 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 3 8 O f f i c e P a r k i n g O n l y 7: 4 8 : 0 0 A M O F F I C E 5: 3 6 : 0 0 P M 09 : 4 8 : 0 0 DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 3 9 O f f i c e P a r k i n g O n l y 7: 3 8 : 0 0 A M O F F I C E 1 1 : 3 0 : 0 0 A M 03 : 5 2 : 0 0 12 : 1 8 : 0 0 P M O F F I C E 5 : 1 5 : 0 0 P M 04 : 5 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 4 0 O f f i c e P a r k i n g O n l y 7: 3 2 : 0 0 A M O F F I C E 5: 0 8 : 0 0 P M 09 : 3 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 4 1 O f f i c e P a r k i n g O n l y 6: 5 0 : 0 0 A M O F F I C E 4: 1 0 : 0 0 P M 09 : 2 0 : 0 0 4: 3 5 : 0 0 P M OF F I C E 6 : 3 5 : 0 0 P M 02 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 4 2 O f f i c e P a r k i n g O n l y 6: 5 5 : 0 0 A M O F F I C E 4: 0 0 : 0 0 P M 09 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 4 3 O f f i c e P a r k i n g O n l y 7: 5 4 : 0 0 A M O F F I C E 5: 3 3 : 0 0 P M 09 : 3 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 4 4 O f f i c e P a r k i n g O n l y 8: 0 0 : 0 0 A M O F F I C E 12 : 1 8 : 0 0 P M 04 : 1 8 : 0 0 1: 0 1 : 0 0 P M OF F I C E 4 : 3 0 : 0 0 P M 03 : 2 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 4 5 O f f i c e P a r k i n g O n l y 8: 2 6 : 0 0 A M O F F I C E 12 : 1 7 : 0 0 P M 03 : 5 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 4 6 O f f i c e P a r k i n g O n l y 7: 5 6 : 0 0 A M O F F I C E 6: 0 1 : 0 0 P M 10 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 4 7 O f f i c e P a r k i n g O n l y 8: 0 0 : 0 0 A M N O N M E T R O 4: 4 5 : 0 0 P M 08 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 4 8 O f f i c e P a r k i n g O n l y 7: 1 7 : 0 0 A M O F F I C E 12 : 0 5 : 0 0 P M 04 : 4 8 : 0 0 12 : 5 9 : 0 0 P M OF F I C E 4 : 1 3 : 0 0 P M 03 : 1 4 : 0 0 6: 4 5 : 0 0 P M M E T R O L I N K 6 : 5 5 : 0 0 P M 00 : 1 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 4 9 O f f i c e P a r k i n g O n l y 7: 4 7 : 0 0 A M O F F I C E 5: 5 5 : 0 0 P M 10 : 0 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 5 0 O f f i c e P a r k i n g O n l y 8: 0 1 : 0 0 A M O F F I C E 4: 2 5 : 0 0 P M 08 : 2 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 5 1 O f f i c e P a r k i n g O n l y 8: 4 3 : 0 0 A M O F F I C E 1: 0 3 : 0 0 P M 04 : 2 0 : 0 0 1: 1 5 : 0 0 P M OF F I C E 4 : 2 7 : 0 0 P M 03 : 1 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 5 2 O f f i c e P a r k i n g O n l y 6: 5 4 : 0 0 A M O F F I C E 11 : 1 7 : 0 0 A M 04 : 2 3 : 0 0 11 : 4 9 : 0 0 A M OF F I C E 6 : 2 3 : 0 0 P M 06 : 3 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 5 3 O f f i c e P a r k i n g O n l y 8: 3 6 : 0 0 A M OF F I C E 7: 0 0 : 0 0 P M 10 : 2 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 5 4 O f f i c e P a r k i n g O n l y 8: 0 1 : 0 0 A M O F F I C E 12 : 0 6 : 0 0 P M 04 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3B 5 5 O f f i c e P a r k i n g O n l y 5: 3 0 : 0 0 A M M E T R O L I N K 5: 3 3 : 0 0 A M 00 : 0 3 : 0 0 8: 2 0 : 0 0 A M O F F I C E 5 : 0 9 : 0 0 P M 08 : 4 9 : 0 0 5: 2 3 : 0 0 P M M E T R O L I N K 6 : 0 5 : 0 0 P M 00 : 4 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 B 5 6 O f f i c e P a r k i n g O n l y 7: 5 2 : 0 0 A M O F F I C E 5: 1 4 : 0 0 P M 09 : 2 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3C 5 7 R e g u l a r / N a v c o 5: 0 0 : 0 0 A M M E T R O L I N K 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 6: 2 5 : 0 0 A M O F F I C E 6 : 3 5 : 0 0 A M 00 : 1 0 : 0 0 7: 0 6 : 0 0 A M O F F I C E 6 : 3 3 : 0 0 P M 11 : 2 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 C 5 8 R e g u l a r / N a v c o 5: 0 0 : 0 0 A M O F F I C E St i l l T h e r e 15 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3C 5 9 R e g u l a r / N a v c o 5: 0 0 : 0 0 A M M E T R O L I N K 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 6: 0 1 : 0 0 A M O F F I C E 1 1 : 1 9 : 0 0 A M 05 : 1 8 : 0 0 11 : 3 8 : 0 0 A M O F F I C E 3 : 5 9 : 0 0 P M 04 : 2 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 3 C 6 0 R e g u l a r / N a v c o 6: 1 7 : 0 0 A M O F F I C E 3: 3 8 : 0 0 P M 09 : 2 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4A 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 5: 5 9 : 0 0 A M M E T R O L I N K 6 : 2 1 : 0 0 A M 00 : 2 2 : 0 0 6: 4 2 : 0 0 A M M E T R O L I N K 5 : 5 6 : 0 0 P M 11 : 1 4 : 0 0 6: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4A 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 9: 4 5 : 0 0 A M N O N M E T R O S t i l l T h e r e 10 : 1 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 4 : 0 0 A M 02 : 4 4 : 0 0 12 : 2 8 : 0 0 P M N O N M E T R O 1 2 : 5 0 : 0 0 P M 00 : 2 2 : 0 0 1: 1 3 : 0 0 P M M E T R O L I N K 1 : 3 4 : 0 0 P M 00 : 2 1 : 0 0 2: 1 2 : 0 0 P M S T A Y E D I N C A R 2 : 3 4 : 0 0 P M 00 : 2 2 : 0 0 3: 1 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 4 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 5 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4A 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 8 : 0 0 A M 02 : 4 8 : 0 0 10 : 5 6 : 0 0 A M N O N M E T R O 1 1 : 0 4 : 0 0 A M 00 : 0 8 : 0 0 3: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 3 : 0 0 A M 02 : 0 3 : 0 0 9: 5 3 : 0 0 A M M E T R O L I N K 1 1 : 5 3 : 0 0 A M 02 : 0 0 : 0 0 1: 2 0 : 0 0 P M N O N M E T R O 3 : 4 1 : 0 0 P M 02 : 2 1 : 0 0 4: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 8 M e t r o L i n k O n l y 5: 4 8 : 0 0 A M N O N M E T R O 4: 4 0 : 0 0 P M 10 : 5 2 : 0 0 5: 0 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 4 : 0 0 A M 02 : 0 4 : 0 0 8: 3 8 : 0 0 A M N O N M E T R O 1 1 : 0 7 : 0 0 A M 02 : 2 9 : 0 0 3: 3 0 : 0 0 P M M E T R O L I N K 4 : 0 9 : 0 0 P M 00 : 3 9 : 0 0 4: 1 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 6: 4 4 : 0 0 A M M E T R O L I N K 5 : 1 9 : 0 0 P M 10 : 3 5 : 0 0 5: 3 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 3 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 1 : 0 0 A M 00 : 5 1 : 0 0 6: 1 8 : 0 0 A M M E T R O L I N K 5 : 3 4 : 0 0 P M 11 : 1 6 : 0 0 5: 4 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 1 0 : 0 0 A M 03 : 1 0 : 0 0 2: 2 7 : 0 0 P M S T A Y E D I N C A R 2 : 5 9 : 0 0 P M 00 : 3 2 : 0 0 3: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 3 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 7: 3 4 : 0 0 P M 14 : 3 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 6: 5 4 : 0 0 A M M E T R O L I N K 5 : 3 2 : 0 0 P M 10 : 3 8 : 0 0 5: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 1: 5 9 : 0 0 P M M E T R O L I N K 2 : 1 1 : 0 0 P M 00 : 1 2 : 0 0 4: 0 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 5 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 6 M e t r o L i n k O n l y 6: 1 9 : 0 0 A M M E T R O L I N K 10 : 3 8 : 0 0 A M 04 : 1 9 : 0 0 10 : 4 2 : 0 0 A M M E T R O L I N K 5 : 1 9 : 0 0 P M 06 : 3 7 : 0 0 5: 4 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 7: 4 6 : 0 0 A M 02 : 4 6 : 0 0 3: 4 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 8 M e t r o L i n k O n l y 6: 0 7 : 0 0 A M M E T R O L I N K 5: 5 6 : 0 0 P M 11 : 4 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 1 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 7: 1 0 : 0 0 A M N O N M E T R O S t i l l T h e r e 12 : 5 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 0 M e t r o L i n k O n l y 8: 1 1 : 0 0 A M N O N M E T R O 10 : 5 9 : 0 0 A M 02 : 4 8 : 0 0 12 : 2 6 : 0 0 P M N O N M E T R O 5 : 5 0 : 0 0 P M 05 : 2 4 : 0 0 7: 3 1 : 0 0 P M N O N M E T R O S t i l l T h e r e 00 : 2 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 1 M e t r o L i n k O n l y Al r e a d y T h e r e N O N M E T R O 6: 5 7 : 0 0 A M 01 : 5 7 : 0 0 7: 2 4 : 0 0 A M N O N M E T R O 1 2 : 4 7 : 0 0 P M 05 : 2 3 : 0 0 1: 2 5 : 0 0 P M N O N M E T R O 4 : 1 2 : 0 0 P M 02 : 4 7 : 0 0 6: 0 2 : 0 0 P M N O N M E T R O S t i l l T h e r e 01 : 5 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 2 M e t r o L i n k O n l y 6: 2 8 : 0 0 A M N O N M E T R O 3: 5 0 : 0 0 P M 09 : 2 2 : 0 0 3: 5 0 : 0 0 P M N O N M E T R O 6 : 4 4 : 0 0 P M 02 : 5 4 : 0 0 6: 4 5 : 0 0 P M N O N M E T R O S t i l l T h e r e 01 : 1 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 3 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 5 : 0 0 A M 01 : 5 5 : 0 0 7: 3 4 : 0 0 A M N O N M E T R O 1 0 : 2 6 : 0 0 A M 02 : 5 2 : 0 0 10 : 3 9 : 0 0 A M N O N M E T R O 1 0 : 5 6 : 0 0 A M 00 : 1 7 : 0 0 11 : 2 6 : 0 0 A M N O N M E T R O 1 2 : 1 7 : 0 0 P M 00 : 5 1 : 0 0 12 : 1 9 : 0 0 P M N O N M E T R O 1 : 2 2 : 0 0 P M 01 : 0 3 : 0 0 1:25:00 PM N O N M E T R O 3 : 0 5 : 0 0 P M 01:40:00 3:40:00 PM S T A Y E D I N C A R 3 : 5 0 : 0 0 P M 00:10:00 6:03:00 PM N O N M E T R O S t i l l T h e r e 01:57:00 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 4 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 2 3 : 0 0 A M 01 : 2 3 : 0 0 8: 0 4 : 0 0 A M N O N M E T R O 1 0 : 0 5 : 0 0 A M 02 : 0 1 : 0 0 10 : 4 4 : 0 0 A M N O N M E T R O 1 0 : 4 7 : 0 0 A M 00 : 0 3 : 0 0 11 : 3 2 : 0 0 A M N O N M E T R O 2 : 5 7 : 0 0 P M 03 : 2 5 : 0 0 2: 5 7 : 0 0 P M N O N M E T R O 4 : 1 8 : 0 0 P M 01 : 2 1 : 0 0 4:22:00 PM M E T R O L I N K S t i l l T h e r e 03:38:00 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 5 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 8: 1 1 : 0 0 A M 03 : 1 1 : 0 0 12 : 3 1 : 0 0 P M N O N M E T R O 1 : 2 5 : 0 0 P M 00 : 5 4 : 0 0 2: 3 7 : 0 0 P M S T A Y E D I N C A R 2 : 5 7 : 0 0 P M 00 : 2 0 : 0 0 3: 5 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 6 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 10 : 2 8 : 0 0 A M M E T R O L I N K 1 0 : 5 0 : 0 0 A M 00 : 2 2 : 0 0 3: 5 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 7 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 3 2 : 0 0 A M 01 : 3 2 : 0 0 3: 4 9 : 0 0 P M M E T R O L I N K 4 : 5 8 : 0 0 P M 01 : 0 9 : 0 0 5: 0 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 A 2 8 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 6: 5 9 : 0 0 A M 01 : 5 9 : 0 0 8: 4 9 : 0 0 A M N O N M E T R O 1 2 : 0 8 : 0 0 P M 03 : 1 9 : 0 0 12 : 5 7 : 0 0 P M N O N M E T R O 3 : 0 9 : 0 0 P M 02 : 1 2 : 0 0 3: 4 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 1 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 B 2 9 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 9: 1 7 : 0 0 A M N O N M E T R O 9 : 4 6 : 0 0 A M 00 : 2 9 : 0 0 4: 1 5 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 B 3 0 M e t r o L i n k O n l y Al r e a d y T h e r e M E T R O L I N K 5: 5 0 : 0 0 A M 00 : 5 0 : 0 0 3: 5 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 04 : 0 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 B 3 1 M e t r o L i n k O n l y 3: 4 5 : 0 0 P M M E T R O L I N K 3: 5 9 : 0 0 P M 00 : 1 4 : 0 0 4: 1 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 B 3 2 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 33 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e N O N M E T R O 1 : 0 9 : 0 0 P M 08 : 0 9 : 0 0 2: 4 7 : 0 0 P M N O N M E T R O 5 : 2 1 : 0 0 P M 02 : 3 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 3 4 O f f i c e P a r k i n g O n l y 8: 4 4 : 0 0 A M N O N M E T R O 12 : 0 0 : 0 0 P M 03 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 3 5 O f f i c e P a r k i n g O n l y 9: 1 5 : 0 0 A M N O N M E T R O 4: 5 0 : 0 0 P M 07 : 3 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 3 6 O f f i c e P a r k i n g O n l y 8: 0 0 : 0 0 A M N O N M E T R O 12 : 3 5 : 0 0 P M 04 : 3 5 : 0 0 1: 0 1 : 0 0 P M N O N M E T R O 4 : 5 0 : 0 0 P M 03 : 4 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 3 7 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 38 O f f i c e P a r k i n g O n l y 8: 2 8 : 0 0 A M N O N M E T R O 1 2 : 3 0 : 0 0 P M 04 : 0 2 : 0 0 6: 3 0 : 0 0 P M S T A Y E D I N C A R 6 : 3 3 : 0 0 P M 00 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 3 9 M e t r o L i n k O n l y 9: 1 9 : 0 0 A M NO N M E T R O 10 : 0 8 : 0 0 A M 00 : 4 9 : 0 0 11 : 0 6 : 0 0 A M N O N M E T R O 5 : 3 4 : 0 0 P M 06 : 2 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 4 C 4 0 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7 : 0 2 : 0 0 A M 02 : 0 2 : 0 0 4: 2 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 3 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 4: 3 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 3 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 4: 3 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 4 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 1 1 : 0 0 A M 03 : 1 1 : 0 0 4: 1 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 4 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 5 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 4: 3 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 6 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 5 : 0 0 A M 02 : 0 5 : 0 0 4: 3 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 7 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 8: 1 1 : 0 0 A M 03 : 1 1 : 0 0 4: 3 2 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 2 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 8 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 0 0 : 0 0 A M 02 : 0 0 : 0 0 5: 0 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 9 M e t r o L i n k O n l y Al r e a d y T h e r e A L L D A Y St i l l T h e r e 15 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5A 1 0 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 5: 1 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 1 1 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 7: 1 4 : 0 0 A M 02 : 1 4 : 0 0 5: 1 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 A 1 2 M e t r o L i n k O n l y Al r e a d y T h e r e U N K N O W N 6: 2 6 : 0 0 A M 01 : 2 6 : 0 0 5: 1 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 1 3 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e U N K N O W N 5: 5 5 : 0 0 A M 00 : 5 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 1 4 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 15 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 1 6 O f f i c e P a r k i n g O n l y 2: 2 7 : 0 0 P M N O N M E T R O 3 : 3 2 : 0 0 P M 01 : 0 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 1 7 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 18 O f f i c e P a r k i n g O n l y 6: 2 5 : 0 0 A M N O N M E T R O 4 : 0 4 : 0 0 P M 09 : 3 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 1 9 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 20 O f f i c e P a r k i n g O n l y 7: 1 3 : 0 0 A M N O N M E T R O 3 : 4 7 : 0 0 P M 08 : 3 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 2 1 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 22 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 2 3 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 2 4 O f f i c e P a r k i n g O n l y 5: 2 5 : 0 0 A M N O N M E T R O 4 : 0 4 : 0 0 P M 10 : 3 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 2 5 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 26 O f f i c e P a r k i n g O n l y 6: 4 0 : 0 0 A M N O N M E T R O 1 2 : 0 1 : 0 0 P M 05 : 2 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 2 7 O f f i c e P a r k i n g O n l y 12 : 2 6 : 0 0 P M N O N M E T R O 12 : 4 8 : 0 0 P M 00 : 2 2 : 0 0 1: 4 8 : 0 0 P M N O N M E T R O 4 : 3 5 : 0 0 P M 02 : 4 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 2 8 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 29 O f f i c e P a r k i n g O n l y 9: 0 0 : 0 0 A M N O N M E T R O 1 1 : 0 1 : 0 0 A M 02 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 0 O f f i c e P a r k i n g O n l y 8: 5 5 : 0 0 A M N O N M E T R O 9: 0 6 : 0 0 A M 00 : 1 1 : 0 0 9: 1 3 : 0 0 A M N O N M E T R O 1 2 : 4 0 : 0 0 P M 03 : 2 7 : 0 0 1: 1 0 : 0 0 P M N O N M E T R O 4 : 0 8 : 0 0 P M 02 : 5 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 1 O f f i c e P a r k i n g O n l y Al r e a d y T h e r e U N K N O W N 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 8: 2 8 : 0 0 A M N O N M E T R O 8 : 5 6 : 0 0 A M 00 : 2 8 : 0 0 6: 5 4 : 0 0 P M M E T R O L I N K S t i l l T h e r e 01 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 2 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 9 : 0 0 A M 02 : 0 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 3 R e g u l a r Al r e a d y T h e r e U N K N O W N 8: 1 4 : 0 0 A M 03 : 1 4 : 0 0 10 : 2 2 : 0 0 A M S T A Y E D I N C A R 1 0 : 3 4 : 0 0 A M 00 : 1 2 : 0 0 1: 1 4 : 0 0 P M N O N M E T R O 1 : 2 6 : 0 0 P M 00 : 1 2 : 0 0 5: 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 4 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 5 : 0 0 A M 01 : 2 5 : 0 0 5: 5 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 5 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 1 : 0 0 A M 02 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 6 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 2 4 : 0 0 A M 01 : 2 4 : 0 0 5: 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 7 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 8 R e g u l a r Al r e a d y T h e r e U N K N O W N 6: 3 1 : 0 0 A M 01 : 3 1 : 0 0 5: 1 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 3 9 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 4 8 : 0 0 A M 02 : 4 8 : 0 0 5: 4 7 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 0 R e g u l a r Al r e a d y T h e r e U N K N O W N 8: 1 2 : 0 0 A M 03 : 1 2 : 0 0 5: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 1 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 5: 1 3 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 2 R e g u l a r Al r e a d y T h e r e UN K N O W N 5: 5 3 : 0 0 A M 00 : 5 3 : 0 0 5: 4 6 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 1 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 3 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 4 7 : 0 0 A M 02 : 4 7 : 0 0 5: 0 0 : 0 0 P M M E T R O L I N K S t i l l T h e r e 03 : 0 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5B 4 4 R e g u l a r 5: 2 4 : 0 0 A M M E T R O L I N K St i l l T h e r e 14 : 3 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5B 4 5 R e g u l a r Al r e a d y T h e r e U N K N O W N 5: 5 2 : 0 0 A M 00 : 5 2 : 0 0 6: 5 4 : 0 0 A M M E T R O L I N K S t i l l T h e r e 13 : 0 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 6 R e g u l a r Al r e a d y T h e r e U N K N O W N 5: 5 3 : 0 0 A M 00 : 5 3 : 0 0 5: 1 1 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 4 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 7 R e g u l a r Al r e a d y T h e r e U N K N O W N 7: 0 2 : 0 0 A M 02 : 0 2 : 0 0 3: 0 8 : 0 0 P M N O N M E T R O 3 : 2 7 : 0 0 P M 00 : 1 9 : 0 0 5: 0 9 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 8 R e g u l a r Al r e a d y T h e r e U N K N O W N 5: 5 6 : 0 0 A M 00 : 5 6 : 0 0 5: 0 8 : 0 0 P M M E T R O L I N K S t i l l T h e r e 02 : 5 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 5 B 4 9 R e g u l a r Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 R e g u l a r / N a v c o 7: 0 6 : 0 0 A M N O N M E T R O 7 : 1 4 : 0 0 P M 12 : 0 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 2 R e g u l a r / N a v c o 7: 0 8 : 0 0 A M N O N M E T R O 5: 1 1 : 0 0 P M 10 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 3 R e g u l a r / N a v c o 7: 5 4 : 0 0 A M N O N M E T R O 12 : 1 7 : 0 0 P M 04 : 2 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 4 R e g u l a r / N a v c o 7: 2 4 : 0 0 A M N O N M E T R O 9: 5 1 : 0 0 A M 02 : 2 7 : 0 0 9: 5 4 : 0 0 A M N O N M E T R O 1 2 : 3 0 : 0 0 P M 02 : 3 6 : 0 0 12 : 5 7 : 0 0 P M N O N M E T R O 5 : 0 0 : 0 0 P M 04 : 0 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 5 R e g u l a r / N a v c o 8: 0 0 : 0 0 A M N O N M E T R O 12 : 3 1 : 0 0 P M 04 : 3 1 : 0 0 12 : 5 7 : 0 0 P M N O N M E T R O 1 : 0 0 : 0 0 P M 00 : 0 3 : 0 0 1: 1 0 : 0 0 P M N O N M E T R O 7 : 3 1 : 0 0 P M 06 : 2 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 6 R e g u l a r / N a v c o 7: 5 1 : 0 0 A M N O N M E T R O 5: 0 0 : 0 0 P M 09 : 0 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 7 R e g u l a r / N a v c o 7: 3 0 : 0 0 A M N O N M E T R O 12 : 4 5 : 0 0 P M 05 : 1 5 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 8 R e g u l a r / N a v c o 7: 3 1 : 0 0 A M N O N M E T R O 5: 0 0 : 0 0 P M 09 : 2 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 9 R e g u l a r / N a v c o 6: 5 5 : 0 0 A M N O N M E T R O 12 : 4 8 : 0 0 P M 05 : 5 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 0 R e g u l a r / N a v c o 7: 4 1 : 0 0 A M N O N M E T R O 12 : 2 1 : 0 0 P M 04 : 4 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 1 R e g u l a r / N a v c o 6: 0 1 : 0 0 A M N O N M E T R O 12 : 3 0 : 0 0 P M 06 : 2 9 : 0 0 1: 1 7 : 0 0 P M N O N M E T R O 4 : 5 0 : 0 0 P M 03 : 3 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 2 R e g u l a r / N a v c o 8: 1 3 : 0 0 A M N O N M E T R O 12 : 2 9 : 0 0 P M 04 : 1 6 : 0 0 1: 1 9 : 0 0 P M N O N M E T R O 5 : 4 2 : 0 0 P M 04 : 2 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 3 R e g u l a r / N a v c o 5: 3 0 : 0 0 A M N O N M E T R O 2: 5 7 : 0 0 P M 09 : 2 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 4 R e g u l a r / N a v c o 8: 2 2 : 0 0 A M N O N M E T R O 12 : 4 0 : 0 0 P M 04 : 1 8 : 0 0 1: 4 0 : 0 0 P M N O N M E T R O 4 : 3 0 : 0 0 P M 02 : 5 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 5 R e g u l a r / N a v c o 8: 5 0 : 0 0 A M N O N M E T R O 12 : 4 6 : 0 0 P M 03 : 5 6 : 0 0 DA T E ZO N E SP A C E SP A C E T Y P E 1s t C a r A r r i v a l 1s t C a r F o r 1s t C a r D e p a r t u r e 1s t C a r D u r a t i o n 2n d C a r A r r i v a l 2n d C a r F o r 2n d C a r D e p a r t u r e 2n d C a r D u r a t i o n 3r d C a r A r r i v a l 3r d C a r F o r 3r d C a r D e p a r t u r e 3r d C a r D u r a t i o n 4t h C a r A r r i v a l 4t h C a r F o r 4t h C a r D e p a r t u r e 4t h C a r D u r a t i o n 5t h C a r A r r i v a l 5t h C a r F o r 5t h C a r D e p a r t u r e 5t h C a r D u r a t i o n 6th Car Arrival 6th Car For 6th Car Departure 6th Car Duration 7th Car Arrival 7th Car For 7th Car Departure 7th Car Duration 8th Car Arrival 8th Car For 8th Car Departure 8th Car Duration Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 6 R e g u l a r / N a v c o 8: 3 6 : 0 0 A M N O N M E T R O 6 : 3 3 : 0 0 P M 09 : 5 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 7 R e g u l a r / N a v c o 8: 4 2 : 0 0 A M N O N M E T R O 11 : 5 5 : 0 0 A M 03 : 1 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 8 R e g u l a r / N a v c o 6: 5 4 : 0 0 A M N O N M E T R O 4: 3 4 : 0 0 P M 09 : 4 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 1 9 R e g u l a r / N a v c o 6: 5 3 : 0 0 A M N O N M E T R O 3: 3 2 : 0 0 P M 08 : 3 9 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 A 2 0 R e g u l a r / N a v c o 7: 4 0 : 0 0 A M N O N M E T R O 3: 3 0 : 0 0 P M 07 : 5 0 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 2 1 O f f i c e P a r k i n g O n l y 11 : 4 3 : 0 0 A M N O N M E T R O 4: 4 0 : 0 0 P M 04 : 5 7 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 2 2 O f f i c e P a r k i n g O n l y 6: 5 0 : 0 0 A M N O N M E T R O 12 : 4 6 : 0 0 P M 05 : 5 6 : 0 0 1: 3 0 : 0 0 P M N O N M E T R O 4 : 3 6 : 0 0 P M 03 : 0 6 : 0 0 4: 5 3 : 0 0 P M N O N M E T R O 5 : 0 7 : 0 0 P M 00 : 1 4 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 2 3 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 24 O f f i c e P a r k i n g O n l y 5: 4 2 : 0 0 A M N O N M E T R O 2 : 4 0 : 0 0 P M 08 : 5 8 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 2 5 O f f i c e P a r k i n g O n l y 10 : 1 7 : 0 0 A M N O N M E T R O 3: 1 9 : 0 0 P M 05 : 0 2 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 2 6 O f f i c e P a r k i n g O n l y 9: 0 7 : 0 0 A M N O N M E T R O 5: 0 0 : 0 0 P M 07 : 5 3 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 2 7 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 28 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 2 9 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 3 0 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 3 1 O f f i c e P a r k i n g O n l y 7: 0 0 : 0 0 A M N O N M E T R O 9 : 1 6 : 0 0 A M 02 : 1 6 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 3 2 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6B 33 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 3 4 O f f i c e P a r k i n g O n l y Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6 B 3 5 L o a d i n g D o c k 9: 2 5 : 0 0 A M N O N M E T R O 9 : 3 8 : 0 0 A M 00 : 1 3 : 0 0 11 : 0 6 : 0 0 A M N O N M E T R O 1 1 : 1 0 : 0 0 A M 00 : 0 4 : 0 0 3: 2 8 : 0 0 P M N O N M E T R O 3 : 2 9 : 0 0 P M 00 : 0 1 : 0 0 Th u r s d a y , A p r i l 1 4 , 2 0 1 6 6B 36 Of f i c e P a r k i n g O n l y Lo c a t i o n : An a h e i m C a n y o n M e t r o l i n k S t a t i o n Ci t y : An a h e i m DA Y A R R I V A L T I M E (H H : M M : S S ) Tr a i n / L i n e DE P A R T U R E T I M E (H H : M M : S S ) DI R E C T I O N ( N B o r S B ) NO T E S Tu e s d a y , A p r i l 1 2 , 2 0 1 6 0 5 : 5 0 : 0 2 80 3 05 : 5 2 : 0 1 SB A L O T O F P A S S A N G E R S O N / O F F Tu e s d a y , A p r i l 1 2 , 2 0 1 6 0 6 : 2 0 : 0 7 80 5 06 : 2 2 : 1 6 SB ON E P A S S A N G E R N O T E D T H A T T H E M E T R O P A R K I N G I S V E R Y L I M I T E D Tu e s d a y , A p r i l 1 2 , 2 0 1 6 0 6 : 5 9 : 2 9 80 7 07 : 0 0 : 2 6 SB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 0 7 : 4 4 : 1 7 80 9 07 : 4 5 : 0 7 SB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 0 8 : 0 8 : 2 0 80 2 08 : 0 9 : 0 1 SB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 0 8 : 5 1 : 1 8 80 0 08 : 5 1 : 5 0 NB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 0 9 : 3 7 : 3 6 80 2 09 : 3 8 : 4 2 NB ON C E T R A I N L E F T I T S T O P P E D A G A I N A B O U T 1 0 0 Y A R D S ( E N D O F P L A T F O R M ) Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 0 : 2 7 : 2 7 FR E I G H T 10 : 2 9 : 3 7 SB FR E I G H T T R A I N P A S S E D B Y Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 1 : 1 3 : 0 3 81 3 11 : 1 3 : 5 7 SB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 3 : 0 9 : 1 3 M E T R O L I N K T O R I V E R S I D E 13 : 1 0 : 0 7 NB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 3 : 2 2 : 3 0 81 5 13 : 2 3 : 3 0 SB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 5 : 4 2 : 5 8 81 7 15 : 4 3 : 5 0 SB Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 5 : 5 8 : 4 5 80 6 15 : 5 9 : 4 0 NB A L O T O F P A S S A N G E R S B O A R D I N G / G E T T I N G O F F Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 6 : 4 1 : 4 3 80 8 16 : 4 3 : 1 0 NB 70 + P E O P L E B O A R D E D Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 7 : 1 9 : 4 2 81 0 17 : 2 1 : 0 7 NB 70 + P E O P L E B O A R D E D Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 7 : 5 4 : 0 7 81 2 17 : 5 5 : 0 3 NB 70 + P E O P L E B O A R D E D Tu e s d a y , A p r i l 1 2 , 2 0 1 6 1 8 : 0 8 : 1 0 81 4 18 : 0 9 : 0 3 NB SP A R S E L Y P O P U L A T E D We d n e s d a y , A p r i l 1 3 , 2 0 1 6 0 6 : 0 4 : 1 2 80 3 06 : 0 5 : 0 7 SB 80 3 D E L A Y E D 1 5 M I N D U E T O B N S F T R A I N C O N G E S T I O N ( M E S S A G E W A S D I S P L A Y E D O N A L E R T B O A R D A T S T A T I O N ) We d n e s d a y , A p r i l 1 3 , 2 0 1 6 0 6 : 2 1 : 0 5 80 5 06 : 2 2 : 0 5 SB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 0 6 : 5 7 : 4 0 80 7 06 : 5 8 : 5 5 SB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 0 7 : 4 4 : 4 5 80 9 07 : 4 6 : 2 0 SB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 0 8 : 0 6 : 5 2 81 1 08 : 0 7 : 5 1 SB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 0 8 : 5 5 : 3 0 80 0 08 : 5 6 : 0 1 NB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 0 9 : 4 4 : 2 0 80 2 09 : 4 4 : 4 7 NB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 1 : 1 7 : 5 0 81 3 11 : 1 9 : 2 7 SB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 3 : 0 4 : 3 9 80 4 13 : 0 5 : 1 2 NB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 3 : 2 3 : 3 5 M E T R O L I N K T O S A N B E R N A D I N O 1 3 : 2 5 : 0 7 SB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 5 : 4 2 : 3 2 81 7 15 : 4 3 : 4 6 SB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 5 : 5 9 : 1 8 80 6 16 : 0 0 : 1 2 NB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 6 : 4 1 : 4 6 80 8 16 : 4 2 : 4 8 NB 10 0 + P E O P L E O N P L A T F O R M We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 7 : 2 2 : 0 2 81 0 17 : 2 2 : 5 4 NB 10 0 + P E O P L E O N P L A T F O R M We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 7 : 5 4 : 5 8 81 2 17 : 5 7 : 0 4 NB 30 - 5 0 P E O P L E G O T O F F T R A I N We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 9 : 0 9 : 1 5 81 4 19 : 1 0 : 3 5 NB We d n e s d a y , A p r i l 1 3 , 2 0 1 6 1 9 : 4 3 : 2 0 FR E I G H T T R A I N 19 : 4 4 : 0 5 SB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 0 5 : 4 9 : 3 4 80 3 05 : 5 0 : 2 7 SB LO T S O F A R R I V A L S Th u r s d a y , A p r i l 1 4 , 2 0 1 6 0 6 : 2 0 : 0 0 80 5 06 : 2 2 : 1 5 SB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 0 6 : 5 8 : 0 5 80 7 06 : 5 9 : 1 7 SB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 0 7 : 4 4 : 0 5 80 9 07 : 4 5 : 1 6 SB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 0 8 : 0 8 : 4 1 81 1 08 : 0 9 : 4 3 SB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 0 8 : 5 2 : 5 5 80 0 08 : 5 3 : 4 5 NB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 0 9 : 3 7 : 3 0 80 2 09 : 3 8 : 1 0 NB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 1 : 1 5 : 1 6 81 3 11 : 1 5 : 4 5 SB ON L Y 2 O F F Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 3 : 1 3 : 0 4 80 4 13 : 1 3 : 2 7 NB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 3 : 2 3 : 0 5 M E T R O L I N K T O S A N B E R N A D I N O 1 3 : 2 4 : 0 5 SB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 5 : 4 5 : 0 3 81 7 15 : 4 5 : 3 1 SB ME T R O Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 7 : 1 6 : 5 9 80 8 17 : 2 2 : 3 0 NB VE R Y V E R Y B I G B U I L D U P . C A R S I N B A C K S T I L L F U L L Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 7 : 3 1 : 0 0 81 0 17 : 3 1 : 0 0 NB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 7 : 5 3 : 0 0 81 2 17 : 5 4 : 4 8 NB Th u r s d a y , A p r i l 1 4 , 2 0 1 6 1 9 : 0 9 : 0 9 81 4 19 : 0 9 : 4 8 NB GE N E R A L N O T E S : TH U R S D A Y - M e t r o l i n k 8 0 6 t o R i v e r s i d e i s c a n c e l l e d d u e t o m e c h a n i c a l i s s u e s . P l e a s e b o a r d n e x t t r a i n . - M e t r o l i n k 8 0 8 i s d e l a y e d 4 5 - 6 0 m i n u t e s d u e t o t r a i n 6 8 4 Pr e p a r e d b y N a t i o n a l D a t a & S u r v e y i n g S e r v i c e s Tr a i n A r r i v a l / D e p a r t u r e F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT G TRANSIT RIDERSHIP TRENDS IN THE SCAG REGION F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT H PACIFICENTER PARCEL MAP F EBRUARY 2018 L INK OC S HARED P ARKING A NALYSIS A NAHEIM, C ALIFORNIA P:\HNS1601\Parking\Shared Parking Letter12b.docx «02/07/18» ATTACHMENT I TRANSIT-ORIENTED DEVELOPMENT PARKING STUDIES Appendix B – Air Quality Technical Memorandum VISTA ENVIRONMENTAL 1021 DIDRIKSON WAY LAGUNA BEACH CALIFORNIA 92651 PHONE 949 510 5355 EMAIL GREG@VISTALB.COM Page 1 OF 7 February 2, 2018 Josh Haskins Sagecrest Planning & Environmental 2400 E. Katella Avenue, Suite 800 Anaheim, CA 92806 Subject: City of Anaheim – Hines OC Link Apartments Project Air Quality Technical Memorandum. Dear Mr. Haskins: Vista Environmental has conducted an analysis to evaluate whether the Hines OC Link Apartments Project (proposed project) would cause significant air quality impacts. This assessment was conducted within the context of the California Environmental Quality Act (CEQA, California Public Resources Code Sections 21000, et seq.). The methodology follows the South Coast Air Quality Management District (SCAQMD) recommendations for quantification of emissions and evaluation of potential air quality impacts. Project Description The proposed project would involve the construction of up to 406 apartment units and 5,000 square feet of new retail. The apartment component of the project encompasses two (2) sites (Site ‘A’ and ‘B’) within the larger Anaheim Pacificenter development, which is presently developed with a mix of office, retail and hotel uses. Site ‘A’ is located in the northwest corner of Anaheim Pacificenter on approximately 2.5-acres and would be developed with 192 units. Site ‘B’ is located on the southwestern portion of Anaheim Pacificenter on approximately 3.1-acres and would be developed with 214 units with the option of increasing to 222 units if recreational amenities are shared between both sites. Site amenities will include both active and passive open space areas including pools, spas, sitting areas and landscaped areas. The project also includes 5,000-square feet of retail uses within the existing retail center located at the northeast corner of the Anaheim Pacificenter site and adjacent to the intersection of La Palma Avenue and Tustin Avenue. Sensitive Receptors in Project Vicinity The project site is located within the Anaheim Pacificenter and the nearest sensitive receptors to the project site consist of workers and guests at the existing Extended Stay America hotel located as near as 60 feet south of the Site ‘B’ portion of the project site. There are also residential apartment units located as near as 100 feet west of both Site ‘A’ and Site ‘B’. The nearest school to the project site is El Camino Real High School, located as near as 0.9 mile north of the project site. VISTA ENVIRONMENTAL 1021 DIDRIKSON WAY LAGUNA BEACH CALIFORNIA 92651 PHONE 949 510 5355 EMAIL GREG@VISTALB.COM PAGE 2 of 7 Air Quality Thresholds of Significance Regional Air Quality To estimate if the proposed project may adversely affect the air quality in the region, the SCAQMD has prepared CEQA Air Quality Handbook (SCAQMD 1993) to provide guidance to those who analyze the air quality impacts of proposed projects. The SCAQMD CEQA Handbook states that any project in the Air Basin with daily emissions that exceed any of the identified significance thresholds should be considered as having an individually and cumulatively significant air quality impact. For the purposes of this air quality impact analysis, a regional air quality impact would be considered significant if emissions exceed the SCAQMD significance thresholds identified in Table A. Table A – SCAQMD Regional Criteria Pollutant Emission Thresholds of Significance Pollutant Emissions (pounds/day) VOC NOx CO SOx PM10 PM2.5 Construction 75 100 550 150 150 55 Operation 55 55 550 150 150 55 Source: http://www.aqmd.gov/ceqa/handbook/signthres.pdf Local Air Quality Project-related construction and operational air emissions may have the potential to exceed the State and Federal air quality standards in the project vicinity, even though these pollutant emissions may not be significant enough to create a regional impact to the Air Basin. In order to assess local air quality impacts the SCAQMD has developed Localized Significant Thresholds (LSTs) to assess the project-related air emissions in the project vicinity. SCAQMD has also provided Final Localized Significance Threshold Methodology (LST Methodology), July 2008, which details the methodology to analyze local air emission impacts. The LST Methodology found that the primary emissions of concern are NO2, CO, PM10, and PM2.5. The LST Methodology provides Look-Up Tables with different thresholds based on the location and size of the project site and distance to the nearest sensitive receptors. The area that would be disturbed during construction of the proposed project is approximately 11.75 acres. However, because the project applicant has stated that no more than 5-acres would be disturbed in any day during construction activities associated with the proposed project, the 5-acre project site shown in the Look-Up Tables was utilized for this analysis. The project site is located in Air Monitoring Area 17, which covers the Central Orange County. The nearest sensitive receptors are workers and guests at the nearby Extended Stay America Hotel located approximately 60 feet (18 meters) south of the Site ‘B’ portion of the project site. According to LST Methodology, any receptor located closer than 25 meters (82 feet) shall be based on the 25 meter thresholds. Table B below shows the NOx, CO, PM10, and PM2.5 for both construction and operational activities. VISTA ENVIRONMENTAL 1021 DIDRIKSON WAY LAGUNA BEACH CALIFORNIA 92651 PHONE 949 510 5355 EMAIL GREG@VISTALB.COM PAGE 3 of 7 Table B – SCAQMD Local Air Quality Thresholds of Significance Activity Allowable Emissions (pounds/day)1 NOx CO PM10 PM2.5 Construction 183 1,253 13 7 Operation 183 1,253 3 2 Notes: 1 The nearest offsite sensitive receptors are workers and guests located as near as 60 feet (17 meters) from the project site at the Extended Stay America Hotel. According to LST Methodology, any receptor located closer than 25 meters shall be based on the 25 meter thresholds. Source: Calculated from SCAQMD’s Mass Rate Look-up Tables for five acres in Air Monitoring Area 17, Central Orange County. Criteria Pollutant Emissions Modeling Results The proposed project would not violate an air quality standard or contribute substantially to an existing or projected air quality violation. The following section calculates the potential air emissions associated with the construction and operations of the proposed project and compares the emissions to the SCAQMD standards. Construction Emissions The proposed project would consist of development of up to 406 apartment units and 5,000 square feet of new retail uses. Construction activities would include demolition of 26,000-square feet of building space and 310,000-square feet of pavement, construction of 339,222-square feet of residential apartments, a 750-parking space parking garage, 5,000-square feet of retail space, and a 364-parking space surface parking lot. Construction-Related Regional Impacts The CalEEMod model has been utilized to calculate the construction-related regional emissions from the proposed project. The worst-case summer or winter daily construction-related criteria pollutant emissions from the proposed project for each phase of construction activities are shown below in Table C and the CalEEMod daily printouts are attached to this Memo. VISTA ENVIRONMENTAL 1021 DIDRIKSON WAY LAGUNA BEACH CALIFORNIA 92651 PHONE 949 510 5355 EMAIL GREG@VISTALB.COM PAGE 4 of 7 Table C – Construction-Related Regional Criteria Pollutant Emissions Pollutant Emissions (pounds/day) Activity VOC NOx CO SO2 PM10 PM2.5 Demolition1 Onsite 3.72 38.32 22.30 0.04 3.75 2.08 Offsite 0.29 7.57 2.38 0.02 0.61 0.19 Total 4.01 45.89 24.68 0.06 4.36 2.27 Site Preparation1 Onsite 4.56 48.20 22.48 0.04 9.62 6.24 Offsite 0.12 0.78 0.90 0.00 0.25 0.07 Total 4.68 48.98 23.38 0.04 9.87 6.31 Grading1 Onsite 5.09 59.52 35.09 0.06 6.02 3.83 Offsite 0.13 0.78 0.98 0.00 0.27 0.08 Total 5.22 60.30 36.07 0.06 6.29 3.91 Building Construction Onsite 2.68 23.39 17.58 0.03 1.50 1.41 Offsite 2.94 15.72 22.75 0.09 6.29 0.78 Total 5.62 39.11 40.33 0.12 7.79 2.19 Paving Onsite 1.62 14.07 14.65 0.02 0.75 0.69 Offsite 0.07 0.04 0.49 0.00 0.17 0.05 Total 1.69 14.11 15.14 0.02 0.92 0.74 Architectural Coatings Onsite 28.90 1.68 1.83 0.00 0.11 0.11 Offsite 0.42 0.26 3.18 0.01 1.09 0.29 Total 29.32 1.94 5.01 0.01 1.20 0.40 Combined Building Construction, Paving, & Architectural Coatings 36.63 55.16 60.48 0.15 9.91 3.33 SCQAMD Thresholds 75 100 550 150 150 55 Exceeds Threshold? No No No No No No Notes: 1 Demolition, Site Preparation, and Grading based on adherence to fugitive dust suppression requirements from SCAQMD Rule 403. 2 Onsite emissions from equipment not operated on public roads. 3 Offsite emissions from vehicles operating on public roads. Source: CalEEMod Version 2016.3.2. Table C shows that none of the analyzed criteria pollutants would exceed the regional emissions thresholds. Therefore, a less than significant regional air quality impact would occur from construction of the proposed project. Construction-Related Local Impacts Construction-related air emissions may have the potential to exceed the State and Federal air quality standards in the project vicinity, even though these pollutant emissions may not be significant enough to create a regional impact to the Air Basin. VISTA ENVIRONMENTAL 1021 DIDRIKSON WAY LAGUNA BEACH CALIFORNIA 92651 PHONE 949 510 5355 EMAIL GREG@VISTALB.COM PAGE 5 of 7 The local air quality emissions from construction were analyzed through utilizing the methodology described in Localized Significance Threshold Methodology (LST Methodology), prepared by SCAQMD, revised October 2009. The LST Methodology found the primary criteria pollutant emissions of concern are NOx, CO, PM10, and PM2.5. In order to determine if any of these pollutants require a detailed analysis of the local air quality impacts, each phase of construction was screened using the SCAQMD’s Mass Rate LST Look-up Tables. The Look-up Tables were developed by the SCAQMD in order to readily determine if the daily onsite emissions of CO, NOx, PM10, and PM2.5 from the proposed project could result in a significant impact to the local air quality. Table D shows the onsite emissions from the CalEEMod model for the different construction phases and the calculated emissions thresholds that have been detailed above. Table D – Construction-Related Local Criteria Pollutant Emissions Pollutant Emissions (pounds/day) Phase NOx CO PM10 PM2.5 Demolition1 38.32 22.30 3.75 2.08 Site Preparation1 48.20 22.48 9.62 6.24 Grading1 59.52 35.09 6.02 3.83 Combined Building Construction, Paving, and Architectural Coatings 39.14 34.06 2.36 2.21 - Building Construction 23.39 17.58 1.50 1.41 - Paving 14.07 14.65 0.75 0.69 - Architectural Coatings 1.68 1.83 0.11 0.11 SCAQMD Thresholds for 25 meters (82 feet)2 183 1,253 13 7 Exceeds Threshold? No No No No Notes: 1 Demolition, Site Preparation, and Grading based on adherence to fugitive dust suppression requirements from SCAQMD Rule 403. 2 The nearest offsite sensitive receptors are workers and guests located as near as 60 feet (17 meters) from the project site. According to LST Methodology, any receptor located closer than 25 meters shall be based on the 25 meter thresholds. Source: Calculated from CalEEMod and SCAQMD’s Mass Rate Look-up Tables for two acres in Air Monitoring Area 17, Central Orange County. The data provided in Table D shows that none of the analyzed criteria pollutants would exceed the local emissions thresholds for any phase of construction or the combined building construction, paving, and architectural coatings phases. In addition, construction emissions would be short-term, limited only to the period when construction activity is taking place. As such, construction related local air concentrations would be less than significant for the proposed project. Additionally, construction activities would be required to follow SCAQMD regulations that limit fugitive dust emissions, including SCAQMD Rules 401 and 403. These rules require that contractors working on the proposed project to implement measures to reduce fugitive dust emissions that include the following:  Limit speed of vehicles on dirt areas of the project site to 15 miles per hour or less.  Apply water and/or other dust suppressants as necessary to prevent or alleviate erosion by the forces of wind.  Limit all stockpiles that can be blown by wind to 8 feet in height or apply a soil stabilizer.  Cover all trucks hauling soil or other loose material.  Sweep daily all paved access roads and any trackout onto public road with water sweepers.  When winds exceed 25 mph, cease all grading operations other than dust suppression activities. VISTA ENVIRONMENTAL 1021 DIDRIKSON WAY LAGUNA BEACH CALIFORNIA 92651 PHONE 949 510 5355 EMAIL GREG@VISTALB.COM PAGE 6 of 7 Operational Emissions The on-going operation of the proposed project would result in a long-term increase in air quality emissions. This increase would be due to emissions from the project-generated vehicle trips and through operational emissions from the on-going use of the proposed project. The following provides an analysis of the potential long-term air quality impacts due to regional air quality and local air quality impacts with the on-going operations of the proposed project. Operations-Related Criteria Pollutant Analysis The operations-related criteria air quality impacts created by the proposed project have been analyzed through use of the CalEEMod model. The worst-case summer or winter VOC, NOx, CO, SO2, PM10, and PM2.5 daily emissions created from the proposed project’s long-term operations have been calculated and are summarized below in Table E and the CalEEMod daily emissions printouts are attached to this Memo. Table E – Operational Regional Criteria Pollutant Emissions Pollutant Emissions (pounds/day) Activity VOC NOx CO SO2 PM10 PM2.5 Area Sources1 8.63 0.39 33.89 0.00 0.19 0.19 Energy Usage2 0.14 1.18 0.50 0.01 0.10 0.10 Mobile Sources3 4.29 17.61 57.94 0.23 20.77 5.66 Total Emissions 13.06 19.18 92.33 0.24 21.06 5.95 SCQAMD Operational Thresholds 55 55 550 150 150 55 Exceeds Threshold? No No No No No No Notes: 1 Area sources consist of emissions from consumer products, architectural coatings, and landscaping equipment. 2 Energy usage consist of emissions from natural gas usage (excluding hearths). 3 Mobile sources consist of emissions from vehicles and road dust. Source: Calculated from CalEEMod Version 2016.3.2. The data provided in Table E above shows that none of the analyzed criteria pollutants would exceed the regional emissions thresholds. Therefore, a less than significant regional air quality impact would occur from operation of the proposed project. Operations-Related Local Air Quality Impacts Project-related air emissions from onsite sources such as architectural coatings, landscaping equipment, and onsite usage of natural gas appliances may have the potential to create emissions areas that exceed the State and Federal air quality standards in the project vicinity, even though these pollutant emissions may not be significant enough to create a regional impact to the Air Basin. The local air quality emissions from onsite operations were analyzed using the SCAQMD’s Mass Rate LST Look-up Tables and the methodology described in LST Methodology. The Look-up Tables were developed by the SCAQMD in order to readily determine if the daily emissions of CO, NOx, PM10, and PM2.5 from the proposed project could result in a significant impact to the local air quality. Table F shows the on-site emissions from the CalEEMod model that includes area sources, energy usage, and vehicles operating in the immediate vicinity of the project site and the calculated emissions thresholds. VISTA ENVIRONMENTAL 1021 DIDRIKSON WAY LAGUNA BEACH CALIFORNIA 92651 PHONE 949 510 5355 EMAIL GREG@VISTALB.COM PAGE 7 of 7 Table F – Operations-Related Local Criteria Pollutant Emissions Pollutant Emissions (pounds/day) Onsite Emission Source NOx CO PM10 PM2.5 Area Sources 0.39 33.89 0.19 0.19 Energy Usage 1.18 0.50 0.10 0.10 Onsite Vehicle Emissions1 2.20 7.24 2.60 0.71 Total Emissions 3.77 41.63 2.89 1.00 SCAQMD Thresholds for 25 meters (82 feet)2 183 1,253 3 2 Exceeds Threshold? No No No No Notes: 1 Onsite vehicle emissions based on 1/8 of the gross vehicular emissions, which is the estimated portion of vehicle emissions occurring within a quarter mile of the project site. 2 The nearest offsite sensitive receptors are workers and guests located as near as 60 feet (17 meters) from the project site. According to LST Methodology, any receptor located closer than 25 meters shall be based on the 25 meter thresholds. Source: Calculated from CalEEMod and SCAQMD’s Mass Rate Look-up Tables for five acres in Air Monitoring Area 17, Central Orange County. The data provided in Table F shows that the on-going operations of the proposed project would not exceed the local NOx, CO, PM10 and PM2.5 thresholds of significance discussed above. Therefore, the on-going operations of the proposed project would create a less than significant operations-related impact to local air quality due to on-site emissions and no mitigation would be required. Please let me know if you have any questions or need additional information with regard to the above analysis. I can be reached at (949) 510-5355, or email me at greg@vistalb.com. Sincerely, Greg Tonkovich, AICP Senior Analyst Vista Environmental Encl.: CalEEMod Printouts 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Apartments Mid Rise 409.00 Dwelling Unit 3.20 339,222.00 1170 Enclosed Parking with Elevator 750.00 Space 2.00 300,000.00 0 Strip Mall 5.00 1000sqft 2.54 5,000.00 0 Parking Lot 364.00 Space 4.01 145,600.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 8 Wind Speed (m/s)Precipitation Freq (Days)2.2 30 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2022Operational Year CO2 Intensity (lb/MWhr) 702.44 0.029CH4 Intensity (lb/MWhr) 0.006N2O Intensity (lb/MWhr) Anaheim OC Link Apartments Orange County, Summer CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 1 of 32 Anaheim OC Link Apartments - Orange County, Summer Project Characteristics - Opening Year 2022 Land Use - 409 Mid Rise Apartment units; 750-space Enclosed Parking with Elevator; 5 TSF Strip Mall; 364-space Surface Parking Lot. Construction Phase - 40 days Demo, 10 days Site Prep, 60 days Grading, 400 days Construction, 40 days Paving, 80 days Painting. Grading - Demolition - 1,196 tons of building material + 7,492 tons of paving debris = 8,687.67 tons of demo debris Trips and VMT - To account for water trucks, 6 vendor trips added to Demo, Site Prep, and Grading. Woodstoves - Per project design, no hearths or fireplaces will be installed in the proposed apartments. Energy Use - Construction Off-road Equipment Mitigation - Per SCAQMD Rule 403 minimum requirements, water exposure 3x per day selected. Area Mitigation - Per project design, no hearths will be installed in the proposed residential apartments. Table Name Column Name Default Value New Value tblConstructionPhase NumDays 20.00 80.00 tblConstructionPhase NumDays 300.00 400.00 tblConstructionPhase NumDays 20.00 40.00 tblConstructionPhase NumDays 30.00 60.00 tblConstructionPhase NumDays 20.00 40.00 tblConstructionPhase PhaseEndDate 1/10/2020 11/29/2020 tblConstructionPhase PhaseEndDate 11/15/2019 6/14/2020 tblConstructionPhase PhaseEndDate 7/27/2018 8/26/2018 tblConstructionPhase PhaseEndDate 9/21/2018 11/30/2018 tblConstructionPhase PhaseEndDate 12/13/2019 8/9/2020 tblConstructionPhase PhaseEndDate 8/10/2018 9/7/2018 tblConstructionPhase PhaseStartDate 12/14/2019 8/10/2020 tblConstructionPhase PhaseStartDate 9/22/2018 12/1/2018 tblConstructionPhase PhaseStartDate 8/11/2018 9/8/2018 tblConstructionPhase PhaseStartDate 11/16/2019 6/15/2020 CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 2 of 32 Anaheim OC Link Apartments - Orange County, Summer 2.0 Emissions Summary tblConstructionPhase PhaseStartDate 7/28/2018 8/27/2018 tblFireplaces NumberGas 347.65 0.00 tblFireplaces NumberNoFireplace 40.90 409.00 tblFireplaces NumberWood 20.45 0.00 tblLandUse LandUseSquareFeet 409,000.00 339,222.00 tblLandUse LotAcreage 10.76 3.20 tblLandUse LotAcreage 6.75 2.00 tblLandUse LotAcreage 0.11 2.54 tblLandUse LotAcreage 3.28 4.01 tblTripsAndVMT VendorTripNumber 0.00 6.00 tblTripsAndVMT VendorTripNumber 0.00 6.00 tblTripsAndVMT VendorTripNumber 0.00 6.00 tblWoodstoves NumberCatalytic 20.45 0.00 tblWoodstoves NumberNoncatalytic 20.45 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 3 of 32 Anaheim OC Link Apartments - Orange County, Summer 2.1 Overall Construction (Maximum Daily Emission) ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2018 5.3200 60.2984 40.3297 0.1128 18.3058 2.6405 20.8893 9.9951 2.4295 12.3721 0.0000 11,444.752 9 11,444.752 9 1.9644 0.0000 11,471.527 3 2019 4.7942 35.7746 37.9342 0.1111 6.1528 1.4164 7.5692 1.6488 1.3325 2.9812 0.0000 11,251.870 4 11,251.870 4 1.0370 0.0000 11,277.794 9 2020 29.2758 32.6484 35.9030 0.1091 6.1527 1.2169 7.3696 1.6488 1.1446 2.7933 0.0000 11,017.295 1 11,017.295 1 1.0016 0.0000 11,042.335 9 Maximum 29.2758 60.2984 40.3297 0.1128 18.3058 2.6405 20.8893 9.9951 2.4295 12.3721 0.0000 11,444.75 29 11,444.75 29 1.9644 0.0000 11,471.52 73 Unmitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2018 5.3200 60.2984 40.3297 0.1128 7.2854 2.6405 9.8689 3.9374 2.4295 6.3144 0.0000 11,444.752 9 11,444.752 9 1.9644 0.0000 11,471.527 3 2019 4.7942 35.7746 37.9342 0.1111 6.1528 1.4164 7.5692 1.6488 1.3325 2.9812 0.0000 11,251.870 4 11,251.870 4 1.0370 0.0000 11,277.794 9 2020 29.2758 32.6484 35.9030 0.1091 6.1527 1.2169 7.3696 1.6488 1.1446 2.7933 0.0000 11,017.295 1 11,017.295 1 1.0016 0.0000 11,042.335 9 Maximum 29.2758 60.2984 40.3297 0.1128 7.2854 2.6405 9.8689 3.9374 2.4295 6.3144 0.0000 11,444.75 29 11,444.75 29 1.9644 0.0000 11,471.52 73 Mitigated Construction CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 4 of 32 Anaheim OC Link Apartments - Orange County, Summer ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 36.00 0.00 30.76 45.57 0.00 33.38 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 5 of 32 Anaheim OC Link Apartments - Orange County, Summer 2.2 Overall Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 8.6325 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 0.0000 61.0028 61.0028 0.0593 0.0000 62.4844 Energy 0.1384 1.1828 0.5044 7.5500e- 003 0.0956 0.0956 0.0956 0.0956 1,509.695 8 1,509.695 8 0.0289 0.0277 1,518.667 1 Mobile 4.2905 17.1249 57.9381 0.2260 20.6101 0.1609 20.7709 5.5114 0.1496 5.6610 22,960.81 94 22,960.81 94 0.9120 22,983.62 03 Total 13.0615 18.6983 92.3363 0.2354 20.6101 0.4435 21.0536 5.5114 0.4323 5.9437 0.0000 24,531.51 80 24,531.51 80 1.0002 0.0277 24,564.77 19 Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 8.6325 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 0.0000 61.0028 61.0028 0.0593 0.0000 62.4844 Energy 0.1384 1.1828 0.5044 7.5500e- 003 0.0956 0.0956 0.0956 0.0956 1,509.695 8 1,509.695 8 0.0289 0.0277 1,518.667 1 Mobile 4.2905 17.1249 57.9381 0.2260 20.6101 0.1609 20.7709 5.5114 0.1496 5.6610 22,960.81 94 22,960.81 94 0.9120 22,983.62 03 Total 13.0615 18.6983 92.3363 0.2354 20.6101 0.4435 21.0536 5.5114 0.4323 5.9437 0.0000 24,531.51 80 24,531.51 80 1.0002 0.0277 24,564.77 19 Mitigated Operational CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 6 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 7/1/2018 8/26/2018 5 40 2 Site Preparation Site Preparation 8/27/2018 9/7/2018 5 10 3 Grading Grading 9/8/2018 11/30/2018 5 60 4 Building Construction Building Construction 12/1/2018 6/14/2020 5 400 5 Paving Paving 6/15/2020 8/9/2020 5 40 6 Architectural Coating Architectural Coating 8/10/2020 11/29/2020 5 80 OffRoad Equipment ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 686,925; Residential Outdoor: 228,975; Non-Residential Indoor: 7,500; Non-Residential Outdoor: 2,500; Striped Parking Area: 26,736 (Architectural Coating ±sqft) Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 150 Acres of Paving: 6.01 CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 7 of 32 Anaheim OC Link Apartments - Orange County, Summer Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Architectural Coating Air Compressors 1 6.00 78 0.48 Demolition Excavators 3 8.00 158 0.38 Demolition Concrete/Industrial Saws 1 8.00 81 0.73 Grading Excavators 2 8.00 158 0.38 Building Construction Cranes 1 7.00 231 0.29 Building Construction Forklifts 3 8.00 89 0.20 Building Construction Generator Sets 1 8.00 84 0.74 Paving Pavers 2 8.00 130 0.42 Paving Rollers 2 8.00 80 0.38 Demolition Rubber Tired Dozers 2 8.00 247 0.40 Grading Rubber Tired Dozers 1 8.00 247 0.40 Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Grading Graders 1 8.00 187 0.41 Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37 Paving Paving Equipment 2 8.00 132 0.36 Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Site Preparation Rubber Tired Dozers 3 8.00 247 0.40 Grading Scrapers 2 8.00 367 0.48 Building Construction Welders 1 8.00 46 0.45 Trips and VMT CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 8 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.2 Demolition - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 4.6477 0.0000 4.6477 0.7037 0.0000 0.7037 0.0000 0.0000 Off-Road 3.7190 38.3225 22.3040 0.0388 1.9386 1.9386 1.8048 1.8048 3,871.766 5 3,871.766 5 1.0667 3,898.434 4 Total 3.7190 38.3225 22.3040 0.0388 4.6477 1.9386 6.5862 0.7037 1.8048 2.5085 3,871.766 5 3,871.766 5 1.0667 3,898.434 4 Unmitigated Construction On-Site 3.1 Mitigation Measures Construction Water Exposed Area Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Demolition 6 15.00 6.00 859.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 6.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 6.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 483.00 118.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 97.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 9 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.2 Demolition - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.1853 6.7088 1.5266 0.0169 0.3740 0.0267 0.4006 0.1024 0.0255 0.1279 1,869.069 6 1,869.069 6 0.1953 1,873.951 2 Vendor 0.0243 0.7158 0.1920 1.5200e- 003 0.0383 5.3000e- 003 0.0436 0.0110 5.0700e- 003 0.0161 164.5970 164.5970 0.0143 164.9541 Worker 0.0672 0.0457 0.5892 1.7400e- 003 0.1677 1.1100e- 003 0.1688 0.0445 1.0200e- 003 0.0455 173.5014 173.5014 4.5900e- 003 173.6162 Total 0.2767 7.4703 2.3078 0.0201 0.5800 0.0331 0.6130 0.1579 0.0316 0.1895 2,207.168 0 2,207.168 0 0.2141 2,212.521 5 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 1.8126 0.0000 1.8126 0.2744 0.0000 0.2744 0.0000 0.0000 Off-Road 3.7190 38.3225 22.3040 0.0388 1.9386 1.9386 1.8048 1.8048 0.0000 3,871.766 5 3,871.766 5 1.0667 3,898.434 4 Total 3.7190 38.3225 22.3040 0.0388 1.8126 1.9386 3.7512 0.2744 1.8048 2.0793 0.0000 3,871.766 5 3,871.766 5 1.0667 3,898.434 4 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 10 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.2 Demolition - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.1853 6.7088 1.5266 0.0169 0.3740 0.0267 0.4006 0.1024 0.0255 0.1279 1,869.069 6 1,869.069 6 0.1953 1,873.951 2 Vendor 0.0243 0.7158 0.1920 1.5200e- 003 0.0383 5.3000e- 003 0.0436 0.0110 5.0700e- 003 0.0161 164.5970 164.5970 0.0143 164.9541 Worker 0.0672 0.0457 0.5892 1.7400e- 003 0.1677 1.1100e- 003 0.1688 0.0445 1.0200e- 003 0.0455 173.5014 173.5014 4.5900e- 003 173.6162 Total 0.2767 7.4703 2.3078 0.0201 0.5800 0.0331 0.6130 0.1579 0.0316 0.1895 2,207.168 0 2,207.168 0 0.2141 2,212.521 5 Mitigated Construction Off-Site 3.3 Site Preparation - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 4.5627 48.1988 22.4763 0.0380 2.5769 2.5769 2.3708 2.3708 3,831.623 9 3,831.623 9 1.1928 3,861.444 8 Total 4.5627 48.1988 22.4763 0.0380 18.0663 2.5769 20.6432 9.9307 2.3708 12.3014 3,831.623 9 3,831.623 9 1.1928 3,861.444 8 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 11 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.3 Site Preparation - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0243 0.7158 0.1920 1.5200e- 003 0.0383 5.3000e- 003 0.0436 0.0110 5.0700e- 003 0.0161 164.5970 164.5970 0.0143 164.9541 Worker 0.0806 0.0548 0.7071 2.0900e- 003 0.2012 1.3300e- 003 0.2025 0.0534 1.2200e- 003 0.0546 208.2016 208.2016 5.5100e- 003 208.3395 Total 0.1049 0.7706 0.8991 3.6100e- 003 0.2395 6.6300e- 003 0.2462 0.0644 6.2900e- 003 0.0707 372.7986 372.7986 0.0198 373.2935 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 7.0458 0.0000 7.0458 3.8730 0.0000 3.8730 0.0000 0.0000 Off-Road 4.5627 48.1988 22.4763 0.0380 2.5769 2.5769 2.3708 2.3708 0.0000 3,831.623 9 3,831.623 9 1.1928 3,861.444 8 Total 4.5627 48.1988 22.4763 0.0380 7.0458 2.5769 9.6228 3.8730 2.3708 6.2437 0.0000 3,831.623 9 3,831.623 9 1.1928 3,861.444 8 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 12 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.3 Site Preparation - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0243 0.7158 0.1920 1.5200e- 003 0.0383 5.3000e- 003 0.0436 0.0110 5.0700e- 003 0.0161 164.5970 164.5970 0.0143 164.9541 Worker 0.0806 0.0548 0.7071 2.0900e- 003 0.2012 1.3300e- 003 0.2025 0.0534 1.2200e- 003 0.0546 208.2016 208.2016 5.5100e- 003 208.3395 Total 0.1049 0.7706 0.8991 3.6100e- 003 0.2395 6.6300e- 003 0.2462 0.0644 6.2900e- 003 0.0707 372.7986 372.7986 0.0198 373.2935 Mitigated Construction Off-Site 3.4 Grading - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 5.0901 59.5218 35.0894 0.0620 2.6337 2.6337 2.4230 2.4230 6,244.428 4 6,244.428 4 1.9440 6,293.027 8 Total 5.0901 59.5218 35.0894 0.0620 8.6733 2.6337 11.3071 3.5965 2.4230 6.0195 6,244.428 4 6,244.428 4 1.9440 6,293.027 8 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 13 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.4 Grading - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0243 0.7158 0.1920 1.5200e- 003 0.0383 5.3000e- 003 0.0436 0.0110 5.0700e- 003 0.0161 164.5970 164.5970 0.0143 164.9541 Worker 0.0896 0.0609 0.7856 2.3200e- 003 0.2236 1.4800e- 003 0.2250 0.0593 1.3600e- 003 0.0607 231.3351 231.3351 6.1300e- 003 231.4883 Total 0.1139 0.7766 0.9777 3.8400e- 003 0.2619 6.7800e- 003 0.2687 0.0703 6.4300e- 003 0.0768 395.9321 395.9321 0.0204 396.4424 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 3.3826 0.0000 3.3826 1.4026 0.0000 1.4026 0.0000 0.0000 Off-Road 5.0901 59.5218 35.0894 0.0620 2.6337 2.6337 2.4230 2.4230 0.0000 6,244.428 4 6,244.428 4 1.9440 6,293.027 8 Total 5.0901 59.5218 35.0894 0.0620 3.3826 2.6337 6.0163 1.4026 2.4230 3.8257 0.0000 6,244.428 4 6,244.428 4 1.9440 6,293.027 8 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 14 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.4 Grading - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0243 0.7158 0.1920 1.5200e- 003 0.0383 5.3000e- 003 0.0436 0.0110 5.0700e- 003 0.0161 164.5970 164.5970 0.0143 164.9541 Worker 0.0896 0.0609 0.7856 2.3200e- 003 0.2236 1.4800e- 003 0.2250 0.0593 1.3600e- 003 0.0607 231.3351 231.3351 6.1300e- 003 231.4883 Total 0.1139 0.7766 0.9777 3.8400e- 003 0.2619 6.7800e- 003 0.2687 0.0703 6.4300e- 003 0.0768 395.9321 395.9321 0.0204 396.4424 Mitigated Construction Off-Site 3.5 Building Construction - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.6795 23.3900 17.5804 0.0269 1.4999 1.4999 1.4099 1.4099 2,620.935 1 2,620.935 1 0.6421 2,636.988 3 Total 2.6795 23.3900 17.5804 0.0269 1.4999 1.4999 1.4099 1.4099 2,620.935 1 2,620.935 1 0.6421 2,636.988 3 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 15 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.5 Building Construction - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4780 14.0767 3.7768 0.0298 0.7540 0.1042 0.8582 0.2170 0.0996 0.3166 3,237.074 4 3,237.074 4 0.2809 3,244.097 2 Worker 2.1626 1.4702 18.9725 0.0561 5.3988 0.0357 5.4345 1.4318 0.0329 1.4646 5,586.743 4 5,586.743 4 0.1479 5,590.441 9 Total 2.6405 15.5469 22.7492 0.0859 6.1528 0.1398 6.2926 1.6488 0.1325 1.7813 8,823.817 8 8,823.817 8 0.4289 8,834.539 1 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.6795 23.3900 17.5804 0.0269 1.4999 1.4999 1.4099 1.4099 0.0000 2,620.935 1 2,620.935 1 0.6421 2,636.988 3 Total 2.6795 23.3900 17.5804 0.0269 1.4999 1.4999 1.4099 1.4099 0.0000 2,620.935 1 2,620.935 1 0.6421 2,636.988 3 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 16 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.5 Building Construction - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4780 14.0767 3.7768 0.0298 0.7540 0.1042 0.8582 0.2170 0.0996 0.3166 3,237.074 4 3,237.074 4 0.2809 3,244.097 2 Worker 2.1626 1.4702 18.9725 0.0561 5.3988 0.0357 5.4345 1.4318 0.0329 1.4646 5,586.743 4 5,586.743 4 0.1479 5,590.441 9 Total 2.6405 15.5469 22.7492 0.0859 6.1528 0.1398 6.2926 1.6488 0.1325 1.7813 8,823.817 8 8,823.817 8 0.4289 8,834.539 1 Mitigated Construction Off-Site 3.5 Building Construction - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.3612 21.0788 17.1638 0.0269 1.2899 1.2899 1.2127 1.2127 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Total 2.3612 21.0788 17.1638 0.0269 1.2899 1.2899 1.2127 1.2127 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 17 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.5 Building Construction - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4424 13.3906 3.5398 0.0296 0.7540 0.0905 0.8444 0.2170 0.0865 0.3035 3,221.032 6 3,221.032 6 0.2719 3,227.830 6 Worker 1.9906 1.3052 17.2307 0.0546 5.3988 0.0361 5.4349 1.4318 0.0332 1.4650 5,439.257 6 5,439.257 6 0.1337 5,442.600 8 Total 2.4330 14.6958 20.7704 0.0842 6.1528 0.1265 6.2793 1.6488 0.1198 1.7685 8,660.290 3 8,660.290 3 0.4057 8,670.431 4 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.3612 21.0788 17.1638 0.0269 1.2899 1.2899 1.2127 1.2127 0.0000 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Total 2.3612 21.0788 17.1638 0.0269 1.2899 1.2899 1.2127 1.2127 0.0000 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 18 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.5 Building Construction - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4424 13.3906 3.5398 0.0296 0.7540 0.0905 0.8444 0.2170 0.0865 0.3035 3,221.032 6 3,221.032 6 0.2719 3,227.830 6 Worker 1.9906 1.3052 17.2307 0.0546 5.3988 0.0361 5.4349 1.4318 0.0332 1.4650 5,439.257 6 5,439.257 6 0.1337 5,442.600 8 Total 2.4330 14.6958 20.7704 0.0842 6.1528 0.1265 6.2793 1.6488 0.1198 1.7685 8,660.290 3 8,660.290 3 0.4057 8,670.431 4 Mitigated Construction Off-Site 3.5 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.1198 19.1860 16.8485 0.0269 1.1171 1.1171 1.0503 1.0503 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Total 2.1198 19.1860 16.8485 0.0269 1.1171 1.1171 1.0503 1.0503 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 19 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.5 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3770 12.2930 3.2446 0.0294 0.7539 0.0641 0.8181 0.2170 0.0614 0.2783 3,199.321 4 3,199.321 4 0.2588 3,205.790 3 Worker 1.8561 1.1694 15.8099 0.0528 5.3988 0.0357 5.4345 1.4318 0.0329 1.4647 5,264.910 6 5,264.910 6 0.1200 5,267.9111 Total 2.2331 13.4623 19.0545 0.0822 6.1527 0.0998 6.2526 1.6488 0.0942 1.7430 8,464.232 0 8,464.232 0 0.3788 8,473.701 4 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.1198 19.1860 16.8485 0.0269 1.1171 1.1171 1.0503 1.0503 0.0000 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Total 2.1198 19.1860 16.8485 0.0269 1.1171 1.1171 1.0503 1.0503 0.0000 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 20 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.5 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3770 12.2930 3.2446 0.0294 0.7539 0.0641 0.8181 0.2170 0.0614 0.2783 3,199.321 4 3,199.321 4 0.2588 3,205.790 3 Worker 1.8561 1.1694 15.8099 0.0528 5.3988 0.0357 5.4345 1.4318 0.0329 1.4647 5,264.910 6 5,264.910 6 0.1200 5,267.9111 Total 2.2331 13.4623 19.0545 0.0822 6.1527 0.0998 6.2526 1.6488 0.0942 1.7430 8,464.232 0 8,464.232 0 0.3788 8,473.701 4 Mitigated Construction Off-Site 3.6 Paving - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3566 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Paving 0.2627 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.6192 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 21 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.6 Paving - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0576 0.0363 0.4910 1.6400e- 003 0.1677 1.1100e- 003 0.1688 0.0445 1.0200e- 003 0.0455 163.5065 163.5065 3.7300e- 003 163.5997 Total 0.0576 0.0363 0.4910 1.6400e- 003 0.1677 1.1100e- 003 0.1688 0.0445 1.0200e- 003 0.0455 163.5065 163.5065 3.7300e- 003 163.5997 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3566 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 0.0000 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Paving 0.2627 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.6192 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 0.0000 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 22 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.6 Paving - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0576 0.0363 0.4910 1.6400e- 003 0.1677 1.1100e- 003 0.1688 0.0445 1.0200e- 003 0.0455 163.5065 163.5065 3.7300e- 003 163.5997 Total 0.0576 0.0363 0.4910 1.6400e- 003 0.1677 1.1100e- 003 0.1688 0.0445 1.0200e- 003 0.0455 163.5065 163.5065 3.7300e- 003 163.5997 Mitigated Construction Off-Site 3.7 Architectural Coating - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 28.6609 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2422 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 281.4481 281.4481 0.0218 281.9928 Total 28.9031 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 281.4481 281.4481 0.0218 281.9928 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 23 of 32 Anaheim OC Link Apartments - Orange County, Summer 3.7 Architectural Coating - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.3728 0.2348 3.1751 0.0106 1.0842 7.1700e- 003 1.0914 0.2875 6.6000e- 003 0.2941 1,057.342 3 1,057.342 3 0.0241 1,057.944 9 Total 0.3728 0.2348 3.1751 0.0106 1.0842 7.1700e- 003 1.0914 0.2875 6.6000e- 003 0.2941 1,057.342 3 1,057.342 3 0.0241 1,057.944 9 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 28.6609 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2422 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 0.0000 281.4481 281.4481 0.0218 281.9928 Total 28.9031 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 0.0000 281.4481 281.4481 0.0218 281.9928 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 24 of 32 Anaheim OC Link Apartments - Orange County, Summer 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile 3.7 Architectural Coating - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.3728 0.2348 3.1751 0.0106 1.0842 7.1700e- 003 1.0914 0.2875 6.6000e- 003 0.2941 1,057.342 3 1,057.342 3 0.0241 1,057.944 9 Total 0.3728 0.2348 3.1751 0.0106 1.0842 7.1700e- 003 1.0914 0.2875 6.6000e- 003 0.2941 1,057.342 3 1,057.342 3 0.0241 1,057.944 9 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 25 of 32 Anaheim OC Link Apartments - Orange County, Summer ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 4.2905 17.1249 57.9381 0.2260 20.6101 0.1609 20.7709 5.5114 0.1496 5.6610 22,960.81 94 22,960.81 94 0.9120 22,983.62 03 Unmitigated 4.2905 17.1249 57.9381 0.2260 20.6101 0.1609 20.7709 5.5114 0.1496 5.6610 22,960.81 94 22,960.81 94 0.9120 22,983.62 03 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Apartments Mid Rise 2,719.85 2,613.51 2396.74 9,084,498 9,084,498 Enclosed Parking with Elevator 0.00 0.00 0.00 Parking Lot 0.00 0.00 0.00 Strip Mall 221.60 210.20 102.15 386,050 386,050 Total 2,941.45 2,823.71 2,498.89 9,470,549 9,470,549 Miles Trip %Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Enclosed Parking with Elevator 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 Parking Lot 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15 4.4 Fleet Mix CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 26 of 32 Anaheim OC Link Apartments - Orange County, Summer 5.0 Energy Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day NaturalGas Mitigated 0.1384 1.1828 0.5044 7.5500e- 003 0.0956 0.0956 0.0956 0.0956 1,509.695 8 1,509.695 8 0.0289 0.0277 1,518.667 1 NaturalGas Unmitigated 0.1384 1.1828 0.5044 7.5500e- 003 0.0956 0.0956 0.0956 0.0956 1,509.695 8 1,509.695 8 0.0289 0.0277 1,518.667 1 5.1 Mitigation Measures Energy Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Mid Rise 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Enclosed Parking with Elevator 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Parking Lot 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Strip Mall 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Historical Energy Use: N CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 27 of 32 Anaheim OC Link Apartments - Orange County, Summer 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid Rise 12805 0.1381 1.1801 0.5022 7.5300e- 003 0.0954 0.0954 0.0954 0.0954 1,506.472 6 1,506.472 6 0.0289 0.0276 1,515.424 8 Enclosed Parking with Elevator 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Strip Mall 27.3973 3.0000e- 004 2.6900e- 003 2.2600e- 003 2.0000e- 005 2.0000e- 004 2.0000e- 004 2.0000e- 004 2.0000e- 004 3.2232 3.2232 6.0000e- 005 6.0000e- 005 3.2424 Total 0.1384 1.1828 0.5044 7.5500e- 003 0.0956 0.0956 0.0956 0.0956 1,509.695 8 1,509.695 8 0.0289 0.0277 1,518.667 1 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 28 of 32 Anaheim OC Link Apartments - Orange County, Summer No Hearths Installed 6.1 Mitigation Measures Area 6.0 Area Detail 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid Rise 12.805 0.1381 1.1801 0.5022 7.5300e- 003 0.0954 0.0954 0.0954 0.0954 1,506.472 6 1,506.472 6 0.0289 0.0276 1,515.424 8 Enclosed Parking with Elevator 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Strip Mall 0.0273973 3.0000e- 004 2.6900e- 003 2.2600e- 003 2.0000e- 005 2.0000e- 004 2.0000e- 004 2.0000e- 004 2.0000e- 004 3.2232 3.2232 6.0000e- 005 6.0000e- 005 3.2424 Total 0.1384 1.1828 0.5044 7.5500e- 003 0.0956 0.0956 0.0956 0.0956 1,509.695 8 1,509.695 8 0.0289 0.0277 1,518.667 1 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 29 of 32 Anaheim OC Link Apartments - Orange County, Summer ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 8.6325 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 0.0000 61.0028 61.0028 0.0593 0.0000 62.4844 Unmitigated 8.6325 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 0.0000 61.0028 61.0028 0.0593 0.0000 62.4844 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.6282 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 6.9734 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 1.0309 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 61.0028 61.0028 0.0593 62.4844 Total 8.6325 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 0.0000 61.0028 61.0028 0.0593 0.0000 62.4844 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 30 of 32 Anaheim OC Link Apartments - Orange County, Summer 8.1 Mitigation Measures Waste 7.1 Mitigation Measures Water 7.0 Water Detail 8.0 Waste Detail 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.6282 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 6.9734 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 1.0309 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 61.0028 61.0028 0.0593 62.4844 Total 8.6325 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 0.0000 61.0028 61.0028 0.0593 0.0000 62.4844 Mitigated 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 31 of 32 Anaheim OC Link Apartments - Orange County, Summer 11.0 Vegetation Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:03 PMPage 32 of 32 Anaheim OC Link Apartments - Orange County, Summer 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Apartments Mid Rise 409.00 Dwelling Unit 3.20 339,222.00 1170 Enclosed Parking with Elevator 750.00 Space 2.00 300,000.00 0 Strip Mall 5.00 1000sqft 2.54 5,000.00 0 Parking Lot 364.00 Space 4.01 145,600.00 0 1.2 Other Project Characteristics Urbanization Climate Zone Urban 8 Wind Speed (m/s)Precipitation Freq (Days)2.2 30 1.3 User Entered Comments & Non-Default Data 1.0 Project Characteristics Utility Company Southern California Edison 2022Operational Year CO2 Intensity (lb/MWhr) 702.44 0.029CH4 Intensity (lb/MWhr) 0.006N2O Intensity (lb/MWhr) Anaheim OC Link Apartments Orange County, Winter CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 1 of 32 Anaheim OC Link Apartments - Orange County, Winter Project Characteristics - Opening Year 2022 Land Use - 409 Mid Rise Apartment units; 750-space Enclosed Parking with Elevator; 5 TSF Strip Mall; 364-space Surface Parking Lot. Construction Phase - 40 days Demo, 10 days Site Prep, 60 days Grading, 400 days Construction, 40 days Paving, 80 days Painting. Grading - Demolition - 1,196 tons of building material + 7,492 tons of paving debris = 8,687.67 tons of demo debris Trips and VMT - To account for water trucks, 6 vendor trips added to Demo, Site Prep, and Grading. Woodstoves - Per project design, no hearths or fireplaces will be installed in the proposed apartments. Energy Use - Construction Off-road Equipment Mitigation - Per SCAQMD Rule 403 minimum requirements, water exposure 3x per day selected. Area Mitigation - Per project design, no hearths will be installed in the proposed residential apartments. Table Name Column Name Default Value New Value tblConstructionPhase NumDays 20.00 80.00 tblConstructionPhase NumDays 300.00 400.00 tblConstructionPhase NumDays 20.00 40.00 tblConstructionPhase NumDays 30.00 60.00 tblConstructionPhase NumDays 20.00 40.00 tblConstructionPhase PhaseEndDate 1/10/2020 11/29/2020 tblConstructionPhase PhaseEndDate 11/15/2019 6/14/2020 tblConstructionPhase PhaseEndDate 7/27/2018 8/26/2018 tblConstructionPhase PhaseEndDate 9/21/2018 11/30/2018 tblConstructionPhase PhaseEndDate 12/13/2019 8/9/2020 tblConstructionPhase PhaseEndDate 8/10/2018 9/7/2018 tblConstructionPhase PhaseStartDate 12/14/2019 8/10/2020 tblConstructionPhase PhaseStartDate 9/22/2018 12/1/2018 tblConstructionPhase PhaseStartDate 8/11/2018 9/8/2018 tblConstructionPhase PhaseStartDate 11/16/2019 6/15/2020 CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 2 of 32 Anaheim OC Link Apartments - Orange County, Winter 2.0 Emissions Summary tblConstructionPhase PhaseStartDate 7/28/2018 8/27/2018 tblFireplaces NumberGas 347.65 0.00 tblFireplaces NumberNoFireplace 40.90 409.00 tblFireplaces NumberWood 20.45 0.00 tblLandUse LandUseSquareFeet 409,000.00 339,222.00 tblLandUse LotAcreage 10.76 3.20 tblLandUse LotAcreage 6.75 2.00 tblLandUse LotAcreage 0.11 2.54 tblLandUse LotAcreage 3.28 4.01 tblTripsAndVMT VendorTripNumber 0.00 6.00 tblTripsAndVMT VendorTripNumber 0.00 6.00 tblTripsAndVMT VendorTripNumber 0.00 6.00 tblWoodstoves NumberCatalytic 20.45 0.00 tblWoodstoves NumberNoncatalytic 20.45 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 3 of 32 Anaheim OC Link Apartments - Orange County, Winter 2.1 Overall Construction (Maximum Daily Emission) ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2018 5.6146 60.3056 39.3420 0.1091 18.3058 2.6406 20.8894 9.9951 2.4296 12.3722 0.0000 11,067.840 2 11,067.840 2 1.9649 0.0000 11,094.810 9 2019 5.0682 35.9182 37.0028 0.1075 6.1528 1.4181 7.5709 1.6488 1.3341 2.9829 0.0000 10,882.25 76 10,882.25 76 1.0444 0.0000 10,908.36 81 2020 29.3243 32.7600 35.0174 0.1056 6.1527 1.2180 7.3707 1.6488 1.1456 2.7944 0.0000 10,656.49 25 10,656.49 25 1.0084 0.0000 10,681.70 14 Maximum 29.3243 60.3056 39.3420 0.1091 18.3058 2.6406 20.8894 9.9951 2.4296 12.3722 0.0000 11,067.84 02 11,067.84 02 1.9649 0.0000 11,094.81 09 Unmitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day 2018 5.6146 60.3056 39.3420 0.1091 7.2854 2.6406 9.8690 3.9374 2.4296 6.3145 0.0000 11,067.840 2 11,067.840 2 1.9649 0.0000 11,094.810 9 2019 5.0682 35.9182 37.0028 0.1075 6.1528 1.4181 7.5709 1.6488 1.3341 2.9829 0.0000 10,882.25 76 10,882.25 76 1.0444 0.0000 10,908.36 81 2020 29.3243 32.7600 35.0174 0.1056 6.1527 1.2180 7.3707 1.6488 1.1456 2.7944 0.0000 10,656.49 25 10,656.49 25 1.0084 0.0000 10,681.70 13 Maximum 29.3243 60.3056 39.3420 0.1091 7.2854 2.6406 9.8690 3.9374 2.4296 6.3145 0.0000 11,067.84 02 11,067.84 02 1.9649 0.0000 11,094.81 09 Mitigated Construction CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 4 of 32 Anaheim OC Link Apartments - Orange County, Winter ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 36.00 0.00 30.76 45.57 0.00 33.38 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 5 of 32 Anaheim OC Link Apartments - Orange County, Winter 2.2 Overall Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 8.6325 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 0.0000 61.0028 61.0028 0.0593 0.0000 62.4844 Energy 0.1384 1.1828 0.5044 7.5500e- 003 0.0956 0.0956 0.0956 0.0956 1,509.695 8 1,509.695 8 0.0289 0.0277 1,518.667 1 Mobile 4.2167 17.6055 55.3174 0.2159 20.6101 0.1615 20.7716 5.5114 0.1502 5.6616 21,947.67 96 21,947.67 96 0.9089 21,970.40 21 Total 12.9876 19.1789 89.7156 0.2253 20.6101 0.4442 21.0543 5.5114 0.4329 5.9443 0.0000 23,518.37 82 23,518.37 82 0.9971 0.0277 23,551.55 36 Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Area 8.6325 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 0.0000 61.0028 61.0028 0.0593 0.0000 62.4844 Energy 0.1384 1.1828 0.5044 7.5500e- 003 0.0956 0.0956 0.0956 0.0956 1,509.695 8 1,509.695 8 0.0289 0.0277 1,518.667 1 Mobile 4.2167 17.6055 55.3174 0.2159 20.6101 0.1615 20.7716 5.5114 0.1502 5.6616 21,947.67 96 21,947.67 96 0.9089 21,970.40 21 Total 12.9876 19.1789 89.7156 0.2253 20.6101 0.4442 21.0543 5.5114 0.4329 5.9443 0.0000 23,518.37 82 23,518.37 82 0.9971 0.0277 23,551.55 36 Mitigated Operational CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 6 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 7/1/2018 8/26/2018 5 40 2 Site Preparation Site Preparation 8/27/2018 9/7/2018 5 10 3 Grading Grading 9/8/2018 11/30/2018 5 60 4 Building Construction Building Construction 12/1/2018 6/14/2020 5 400 5 Paving Paving 6/15/2020 8/9/2020 5 40 6 Architectural Coating Architectural Coating 8/10/2020 11/29/2020 5 80 OffRoad Equipment ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 686,925; Residential Outdoor: 228,975; Non-Residential Indoor: 7,500; Non-Residential Outdoor: 2,500; Striped Parking Area: 26,736 (Architectural Coating ±sqft) Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 150 Acres of Paving: 6.01 CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 7 of 32 Anaheim OC Link Apartments - Orange County, Winter Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Architectural Coating Air Compressors 1 6.00 78 0.48 Demolition Excavators 3 8.00 158 0.38 Demolition Concrete/Industrial Saws 1 8.00 81 0.73 Grading Excavators 2 8.00 158 0.38 Building Construction Cranes 1 7.00 231 0.29 Building Construction Forklifts 3 8.00 89 0.20 Building Construction Generator Sets 1 8.00 84 0.74 Paving Pavers 2 8.00 130 0.42 Paving Rollers 2 8.00 80 0.38 Demolition Rubber Tired Dozers 2 8.00 247 0.40 Grading Rubber Tired Dozers 1 8.00 247 0.40 Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Grading Graders 1 8.00 187 0.41 Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37 Paving Paving Equipment 2 8.00 132 0.36 Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Site Preparation Rubber Tired Dozers 3 8.00 247 0.40 Grading Scrapers 2 8.00 367 0.48 Building Construction Welders 1 8.00 46 0.45 Trips and VMT CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 8 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.2 Demolition - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 4.6477 0.0000 4.6477 0.7037 0.0000 0.7037 0.0000 0.0000 Off-Road 3.7190 38.3225 22.3040 0.0388 1.9386 1.9386 1.8048 1.8048 3,871.766 5 3,871.766 5 1.0667 3,898.434 4 Total 3.7190 38.3225 22.3040 0.0388 4.6477 1.9386 6.5862 0.7037 1.8048 2.5085 3,871.766 5 3,871.766 5 1.0667 3,898.434 4 Unmitigated Construction On-Site 3.1 Mitigation Measures Construction Water Exposed Area Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Demolition 6 15.00 6.00 859.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 6.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 6.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 483.00 118.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 97.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 9 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.2 Demolition - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.1904 6.7987 1.6224 0.0166 0.3740 0.0273 0.4013 0.1024 0.0261 0.1285 1,841.605 1 1,841.605 1 0.2005 1,846.618 8 Vendor 0.0254 0.7169 0.2108 1.4800e- 003 0.0383 5.3900e- 003 0.0437 0.0110 5.1600e- 003 0.0162 160.6288 160.6288 0.0151 161.0053 Worker 0.0757 0.0502 0.5471 1.6500e- 003 0.1677 1.1100e- 003 0.1688 0.0445 1.0200e- 003 0.0455 164.2196 164.2196 4.3700e- 003 164.3288 Total 0.2914 7.5658 2.3803 0.0197 0.5800 0.0338 0.6138 0.1579 0.0323 0.1902 2,166.453 6 2,166.453 6 0.2200 2,171.952 8 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 1.8126 0.0000 1.8126 0.2744 0.0000 0.2744 0.0000 0.0000 Off-Road 3.7190 38.3225 22.3040 0.0388 1.9386 1.9386 1.8048 1.8048 0.0000 3,871.766 5 3,871.766 5 1.0667 3,898.434 4 Total 3.7190 38.3225 22.3040 0.0388 1.8126 1.9386 3.7512 0.2744 1.8048 2.0793 0.0000 3,871.766 5 3,871.766 5 1.0667 3,898.434 4 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 10 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.2 Demolition - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.1904 6.7987 1.6224 0.0166 0.3740 0.0273 0.4013 0.1024 0.0261 0.1285 1,841.605 1 1,841.605 1 0.2005 1,846.618 8 Vendor 0.0254 0.7169 0.2108 1.4800e- 003 0.0383 5.3900e- 003 0.0437 0.0110 5.1600e- 003 0.0162 160.6288 160.6288 0.0151 161.0053 Worker 0.0757 0.0502 0.5471 1.6500e- 003 0.1677 1.1100e- 003 0.1688 0.0445 1.0200e- 003 0.0455 164.2196 164.2196 4.3700e- 003 164.3288 Total 0.2914 7.5658 2.3803 0.0197 0.5800 0.0338 0.6138 0.1579 0.0323 0.1902 2,166.453 6 2,166.453 6 0.2200 2,171.952 8 Mitigated Construction Off-Site 3.3 Site Preparation - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 4.5627 48.1988 22.4763 0.0380 2.5769 2.5769 2.3708 2.3708 3,831.623 9 3,831.623 9 1.1928 3,861.444 8 Total 4.5627 48.1988 22.4763 0.0380 18.0663 2.5769 20.6432 9.9307 2.3708 12.3014 3,831.623 9 3,831.623 9 1.1928 3,861.444 8 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 11 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.3 Site Preparation - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0254 0.7169 0.2108 1.4800e- 003 0.0383 5.3900e- 003 0.0437 0.0110 5.1600e- 003 0.0162 160.6288 160.6288 0.0151 161.0053 Worker 0.0908 0.0602 0.6565 1.9800e- 003 0.2012 1.3300e- 003 0.2025 0.0534 1.2200e- 003 0.0546 197.0635 197.0635 5.2400e- 003 197.1945 Total 0.1162 0.7771 0.8673 3.4600e- 003 0.2395 6.7200e- 003 0.2463 0.0644 6.3800e- 003 0.0708 357.6924 357.6924 0.0203 358.1998 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 7.0458 0.0000 7.0458 3.8730 0.0000 3.8730 0.0000 0.0000 Off-Road 4.5627 48.1988 22.4763 0.0380 2.5769 2.5769 2.3708 2.3708 0.0000 3,831.623 9 3,831.623 9 1.1928 3,861.444 8 Total 4.5627 48.1988 22.4763 0.0380 7.0458 2.5769 9.6228 3.8730 2.3708 6.2437 0.0000 3,831.623 9 3,831.623 9 1.1928 3,861.444 8 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 12 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.3 Site Preparation - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0254 0.7169 0.2108 1.4800e- 003 0.0383 5.3900e- 003 0.0437 0.0110 5.1600e- 003 0.0162 160.6288 160.6288 0.0151 161.0053 Worker 0.0908 0.0602 0.6565 1.9800e- 003 0.2012 1.3300e- 003 0.2025 0.0534 1.2200e- 003 0.0546 197.0635 197.0635 5.2400e- 003 197.1945 Total 0.1162 0.7771 0.8673 3.4600e- 003 0.2395 6.7200e- 003 0.2463 0.0644 6.3800e- 003 0.0708 357.6924 357.6924 0.0203 358.1998 Mitigated Construction Off-Site 3.4 Grading - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 5.0901 59.5218 35.0894 0.0620 2.6337 2.6337 2.4230 2.4230 6,244.428 4 6,244.428 4 1.9440 6,293.027 8 Total 5.0901 59.5218 35.0894 0.0620 8.6733 2.6337 11.3071 3.5965 2.4230 6.0195 6,244.428 4 6,244.428 4 1.9440 6,293.027 8 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 13 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.4 Grading - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0254 0.7169 0.2108 1.4800e- 003 0.0383 5.3900e- 003 0.0437 0.0110 5.1600e- 003 0.0162 160.6288 160.6288 0.0151 161.0053 Worker 0.1009 0.0669 0.7294 2.2000e- 003 0.2236 1.4800e- 003 0.2250 0.0593 1.3600e- 003 0.0607 218.9595 218.9595 5.8200e- 003 219.1050 Total 0.1262 0.7838 0.9402 3.6800e- 003 0.2619 6.8700e- 003 0.2688 0.0703 6.5200e- 003 0.0768 379.5883 379.5883 0.0209 380.1103 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 3.3826 0.0000 3.3826 1.4026 0.0000 1.4026 0.0000 0.0000 Off-Road 5.0901 59.5218 35.0894 0.0620 2.6337 2.6337 2.4230 2.4230 0.0000 6,244.428 4 6,244.428 4 1.9440 6,293.027 8 Total 5.0901 59.5218 35.0894 0.0620 3.3826 2.6337 6.0163 1.4026 2.4230 3.8257 0.0000 6,244.428 4 6,244.428 4 1.9440 6,293.027 8 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 14 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.4 Grading - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0254 0.7169 0.2108 1.4800e- 003 0.0383 5.3900e- 003 0.0437 0.0110 5.1600e- 003 0.0162 160.6288 160.6288 0.0151 161.0053 Worker 0.1009 0.0669 0.7294 2.2000e- 003 0.2236 1.4800e- 003 0.2250 0.0593 1.3600e- 003 0.0607 218.9595 218.9595 5.8200e- 003 219.1050 Total 0.1262 0.7838 0.9402 3.6800e- 003 0.2619 6.8700e- 003 0.2688 0.0703 6.5200e- 003 0.0768 379.5883 379.5883 0.0209 380.1103 Mitigated Construction Off-Site 3.5 Building Construction - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.6795 23.3900 17.5804 0.0269 1.4999 1.4999 1.4099 1.4099 2,620.935 1 2,620.935 1 0.6421 2,636.988 3 Total 2.6795 23.3900 17.5804 0.0269 1.4999 1.4999 1.4099 1.4099 2,620.935 1 2,620.935 1 0.6421 2,636.988 3 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 15 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.5 Building Construction - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4987 14.0991 4.1456 0.0291 0.7540 0.1061 0.8601 0.2170 0.1015 0.3184 3,159.033 9 3,159.033 9 0.2961 3,166.436 9 Worker 2.4364 1.6163 17.6159 0.0531 5.3988 0.0357 5.4345 1.4318 0.0329 1.4646 5,287.871 2 5,287.871 2 0.1406 5,291.385 7 Total 2.9351 15.7153 21.7615 0.0822 6.1528 0.1417 6.2945 1.6488 0.1343 1.7831 8,446.905 1 8,446.905 1 0.4367 8,457.822 7 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.6795 23.3900 17.5804 0.0269 1.4999 1.4999 1.4099 1.4099 0.0000 2,620.935 1 2,620.935 1 0.6421 2,636.988 3 Total 2.6795 23.3900 17.5804 0.0269 1.4999 1.4999 1.4099 1.4099 0.0000 2,620.935 1 2,620.935 1 0.6421 2,636.988 3 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 16 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.5 Building Construction - 2018 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4987 14.0991 4.1456 0.0291 0.7540 0.1061 0.8601 0.2170 0.1015 0.3184 3,159.033 9 3,159.033 9 0.2961 3,166.436 9 Worker 2.4364 1.6163 17.6159 0.0531 5.3988 0.0357 5.4345 1.4318 0.0329 1.4646 5,287.871 2 5,287.871 2 0.1406 5,291.385 7 Total 2.9351 15.7153 21.7615 0.0822 6.1528 0.1417 6.2945 1.6488 0.1343 1.7831 8,446.905 1 8,446.905 1 0.4367 8,457.822 7 Mitigated Construction Off-Site 3.5 Building Construction - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.3612 21.0788 17.1638 0.0269 1.2899 1.2899 1.2127 1.2127 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Total 2.3612 21.0788 17.1638 0.0269 1.2899 1.2899 1.2127 1.2127 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 17 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.5 Building Construction - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4613 13.4047 3.8865 0.0289 0.7540 0.0922 0.8461 0.2170 0.0882 0.3051 3,142.990 6 3,142.990 6 0.2863 3,150.147 0 Worker 2.2457 1.4347 15.9526 0.0516 5.3988 0.0361 5.4349 1.4318 0.0332 1.4650 5,147.686 9 5,147.686 9 0.1268 5,150.857 6 Total 2.7070 14.8394 19.8390 0.0806 6.1528 0.1282 6.2810 1.6488 0.1214 1.7701 8,290.677 5 8,290.677 5 0.4131 8,301.004 7 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.3612 21.0788 17.1638 0.0269 1.2899 1.2899 1.2127 1.2127 0.0000 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Total 2.3612 21.0788 17.1638 0.0269 1.2899 1.2899 1.2127 1.2127 0.0000 2,591.580 2 2,591.580 2 0.6313 2,607.363 5 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 18 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.5 Building Construction - 2019 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4613 13.4047 3.8865 0.0289 0.7540 0.0922 0.8461 0.2170 0.0882 0.3051 3,142.990 6 3,142.990 6 0.2863 3,150.147 0 Worker 2.2457 1.4347 15.9526 0.0516 5.3988 0.0361 5.4349 1.4318 0.0332 1.4650 5,147.686 9 5,147.686 9 0.1268 5,150.857 6 Total 2.7070 14.8394 19.8390 0.0806 6.1528 0.1282 6.2810 1.6488 0.1214 1.7701 8,290.677 5 8,290.677 5 0.4131 8,301.004 7 Mitigated Construction Off-Site 3.5 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.1198 19.1860 16.8485 0.0269 1.1171 1.1171 1.0503 1.0503 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Total 2.1198 19.1860 16.8485 0.0269 1.1171 1.1171 1.0503 1.0503 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 19 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.5 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3937 12.2889 3.5564 0.0287 0.7539 0.0652 0.8192 0.2170 0.0624 0.2794 3,120.699 3 3,120.699 3 0.2718 3,127.494 6 Worker 2.0976 1.2851 14.6126 0.0500 5.3988 0.0357 5.4345 1.4318 0.0329 1.4647 4,982.730 2 4,982.730 2 0.1137 4,985.572 3 Total 2.4912 13.5740 18.1689 0.0787 6.1527 0.1009 6.2537 1.6488 0.0953 1.7440 8,103.429 4 8,103.429 4 0.3855 8,113.066 9 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 2.1198 19.1860 16.8485 0.0269 1.1171 1.1171 1.0503 1.0503 0.0000 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Total 2.1198 19.1860 16.8485 0.0269 1.1171 1.1171 1.0503 1.0503 0.0000 2,553.063 1 2,553.063 1 0.6229 2,568.634 5 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 20 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.5 Building Construction - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3937 12.2889 3.5564 0.0287 0.7539 0.0652 0.8192 0.2170 0.0624 0.2794 3,120.699 3 3,120.699 3 0.2718 3,127.494 6 Worker 2.0976 1.2851 14.6126 0.0500 5.3988 0.0357 5.4345 1.4318 0.0329 1.4647 4,982.730 2 4,982.730 2 0.1137 4,985.572 3 Total 2.4912 13.5740 18.1689 0.0787 6.1527 0.1009 6.2537 1.6488 0.0953 1.7440 8,103.429 4 8,103.429 4 0.3855 8,113.066 9 Mitigated Construction Off-Site 3.6 Paving - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3566 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Paving 0.2627 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.6192 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 21 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.6 Paving - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0651 0.0399 0.4538 1.5500e- 003 0.1677 1.1100e- 003 0.1688 0.0445 1.0200e- 003 0.0455 154.7432 154.7432 3.5300e- 003 154.8314 Total 0.0651 0.0399 0.4538 1.5500e- 003 0.1677 1.1100e- 003 0.1688 0.0445 1.0200e- 003 0.0455 154.7432 154.7432 3.5300e- 003 154.8314 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Off-Road 1.3566 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 0.0000 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Paving 0.2627 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.6192 14.0656 14.6521 0.0228 0.7528 0.7528 0.6926 0.6926 0.0000 2,207.733 4 2,207.733 4 0.7140 2,225.584 1 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 22 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.6 Paving - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0651 0.0399 0.4538 1.5500e- 003 0.1677 1.1100e- 003 0.1688 0.0445 1.0200e- 003 0.0455 154.7432 154.7432 3.5300e- 003 154.8314 Total 0.0651 0.0399 0.4538 1.5500e- 003 0.1677 1.1100e- 003 0.1688 0.0445 1.0200e- 003 0.0455 154.7432 154.7432 3.5300e- 003 154.8314 Mitigated Construction Off-Site 3.7 Architectural Coating - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 28.6609 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2422 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 281.4481 281.4481 0.0218 281.9928 Total 28.9031 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 281.4481 281.4481 0.0218 281.9928 Unmitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 23 of 32 Anaheim OC Link Apartments - Orange County, Winter 3.7 Architectural Coating - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4213 0.2581 2.9346 0.0100 1.0842 7.1700e- 003 1.0914 0.2875 6.6000e- 003 0.2941 1,000.672 5 1,000.672 5 0.0228 1,001.243 3 Total 0.4213 0.2581 2.9346 0.0100 1.0842 7.1700e- 003 1.0914 0.2875 6.6000e- 003 0.2941 1,000.672 5 1,000.672 5 0.0228 1,001.243 3 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Archit. Coating 28.6609 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2422 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 0.0000 281.4481 281.4481 0.0218 281.9928 Total 28.9031 1.6838 1.8314 2.9700e- 003 0.1109 0.1109 0.1109 0.1109 0.0000 281.4481 281.4481 0.0218 281.9928 Mitigated Construction On-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 24 of 32 Anaheim OC Link Apartments - Orange County, Winter 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile 3.7 Architectural Coating - 2020 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.4213 0.2581 2.9346 0.0100 1.0842 7.1700e- 003 1.0914 0.2875 6.6000e- 003 0.2941 1,000.672 5 1,000.672 5 0.0228 1,001.243 3 Total 0.4213 0.2581 2.9346 0.0100 1.0842 7.1700e- 003 1.0914 0.2875 6.6000e- 003 0.2941 1,000.672 5 1,000.672 5 0.0228 1,001.243 3 Mitigated Construction Off-Site CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 25 of 32 Anaheim OC Link Apartments - Orange County, Winter ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 4.2167 17.6055 55.3174 0.2159 20.6101 0.1615 20.7716 5.5114 0.1502 5.6616 21,947.67 96 21,947.67 96 0.9089 21,970.40 21 Unmitigated 4.2167 17.6055 55.3174 0.2159 20.6101 0.1615 20.7716 5.5114 0.1502 5.6616 21,947.67 96 21,947.67 96 0.9089 21,970.40 21 4.2 Trip Summary Information 4.3 Trip Type Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Apartments Mid Rise 2,719.85 2,613.51 2396.74 9,084,498 9,084,498 Enclosed Parking with Elevator 0.00 0.00 0.00 Parking Lot 0.00 0.00 0.00 Strip Mall 221.60 210.20 102.15 386,050 386,050 Total 2,941.45 2,823.71 2,498.89 9,470,549 9,470,549 Miles Trip %Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Enclosed Parking with Elevator 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 Parking Lot 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15 4.4 Fleet Mix CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 26 of 32 Anaheim OC Link Apartments - Orange County, Winter 5.0 Energy Detail ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day NaturalGas Mitigated 0.1384 1.1828 0.5044 7.5500e- 003 0.0956 0.0956 0.0956 0.0956 1,509.695 8 1,509.695 8 0.0289 0.0277 1,518.667 1 NaturalGas Unmitigated 0.1384 1.1828 0.5044 7.5500e- 003 0.0956 0.0956 0.0956 0.0956 1,509.695 8 1,509.695 8 0.0289 0.0277 1,518.667 1 5.1 Mitigation Measures Energy Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Mid Rise 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Enclosed Parking with Elevator 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Parking Lot 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Strip Mall 0.561378 0.043284 0.209473 0.111826 0.015545 0.005795 0.025829 0.017125 0.001747 0.001542 0.004926 0.000594 0.000934 Historical Energy Use: N CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 27 of 32 Anaheim OC Link Apartments - Orange County, Winter 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid Rise 12805 0.1381 1.1801 0.5022 7.5300e- 003 0.0954 0.0954 0.0954 0.0954 1,506.472 6 1,506.472 6 0.0289 0.0276 1,515.424 8 Enclosed Parking with Elevator 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Strip Mall 27.3973 3.0000e- 004 2.6900e- 003 2.2600e- 003 2.0000e- 005 2.0000e- 004 2.0000e- 004 2.0000e- 004 2.0000e- 004 3.2232 3.2232 6.0000e- 005 6.0000e- 005 3.2424 Total 0.1384 1.1828 0.5044 7.5500e- 003 0.0956 0.0956 0.0956 0.0956 1,509.695 8 1,509.695 8 0.0289 0.0277 1,518.667 1 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 28 of 32 Anaheim OC Link Apartments - Orange County, Winter No Hearths Installed 6.1 Mitigation Measures Area 6.0 Area Detail 5.2 Energy by Land Use - NaturalGas NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day Apartments Mid Rise 12.805 0.1381 1.1801 0.5022 7.5300e- 003 0.0954 0.0954 0.0954 0.0954 1,506.472 6 1,506.472 6 0.0289 0.0276 1,515.424 8 Enclosed Parking with Elevator 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Strip Mall 0.0273973 3.0000e- 004 2.6900e- 003 2.2600e- 003 2.0000e- 005 2.0000e- 004 2.0000e- 004 2.0000e- 004 2.0000e- 004 3.2232 3.2232 6.0000e- 005 6.0000e- 005 3.2424 Total 0.1384 1.1828 0.5044 7.5500e- 003 0.0956 0.0956 0.0956 0.0956 1,509.695 8 1,509.695 8 0.0289 0.0277 1,518.667 1 Mitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 29 of 32 Anaheim OC Link Apartments - Orange County, Winter ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Mitigated 8.6325 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 0.0000 61.0028 61.0028 0.0593 0.0000 62.4844 Unmitigated 8.6325 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 0.0000 61.0028 61.0028 0.0593 0.0000 62.4844 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.6282 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 6.9734 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 1.0309 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 61.0028 61.0028 0.0593 62.4844 Total 8.6325 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 0.0000 61.0028 61.0028 0.0593 0.0000 62.4844 Unmitigated CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 30 of 32 Anaheim OC Link Apartments - Orange County, Winter 8.1 Mitigation Measures Waste 7.1 Mitigation Measures Water 7.0 Water Detail 8.0 Waste Detail 6.2 Area by SubCategory ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day Architectural Coating 0.6282 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 6.9734 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 1.0309 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 61.0028 61.0028 0.0593 62.4844 Total 8.6325 0.3906 33.8938 1.7900e- 003 0.1871 0.1871 0.1871 0.1871 0.0000 61.0028 61.0028 0.0593 0.0000 62.4844 Mitigated 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 31 of 32 Anaheim OC Link Apartments - Orange County, Winter 11.0 Vegetation Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment Equipment Type Number CalEEMod Version: CalEEMod.2016.3.2 Date: 2/1/2018 3:08 PMPage 32 of 32 Anaheim OC Link Apartments - Orange County, Winter Appendix C – Health Risk Assessment & Odor Analysis HEALTH RISK ASSESSMENT & ODOR ANALYSIS OC LINK PROJECT CITY OF ANAHEIM PREPARED FOR: CITY OF ANAHEIM PLANNING & BUILDING DEPARTMENT 200 SOUTH ANAHEIM BOULEVARD 1ST FLOOR ANAHEIM, CA 92805 PREPARED BY: VISTA ENVIRONMENTAL 1021 DIDRIKSON WAY LAGUNA BEACH, CALIFORNIA 92651 MARISA JUE GREG TONKOVICH, AICP TELEPHONE (949) 510-5355 FACSIMILE (949) 494-3150 PROJECT NO. 17007 JANUARY 5, 2018 OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page ii TABLE OF CONTENTS 1.0 Introduction .................................................................................................................................... 1 1.1 Purpose of Analysis and Study Objectives ................................................................................ 1 1.2 Site Location and Study Area .................................................................................................... 1 1.3 Proposed Project Description ..................................................................................................... 1 1.4 Anaheim Canyon Specific Plan Development Standards .......................................................... 1 1.5 Mitigation Measures Required for the Proposed Project ........................................................... 6 2.0 Atmospheric Setting....................................................................................................................... 9 3.0 Toxic Air Contaminants .............................................................................................................. 11 3.1 Diesel Particulate Matter .......................................................................................................... 11 3.2 Asbestos ................................................................................................................................... 12 3.3 TAC Regulatory Setting .......................................................................................................... 13 4.0 Modeling Parameters and Assumptions .................................................................................... 16 5.1 Model Selection ....................................................................................................................... 16 5.2 Emissions Assumptions ........................................................................................................... 16 6.0 Project Impacts ............................................................................................................................ 25 6.1 Health Risks Associated with TAC Emissions ........................................................................ 25 6.2 Odor Impacts from Nearby Industrial Facilities ...................................................................... 29 7.0 References ..................................................................................................................................... 31 APPENDIX Appendix A – Anaheim Hills Auto Body TAC Emissions Estimates Appendix B – EMFAC2014 Model Printouts Appendix C – AERMOD Model Years 2019-2021 PM10 Cancer Risk Printouts Appendix D – AERMOD Model Years 2022-2036 PM10 Cancer Risk Printouts Appendix E – AERMOD Model Years 2037-2048 PM10 Cancer Risk Printouts Appendix F – AERMOD Model PM10 Non-Cancer Risk Printouts OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page iii LIST OF FIGURES Figure 1 – Project Study Area ....................................................................................................................... 7 Figure 2 – Proposed Site Plan ....................................................................................................................... 8 Figure 3 – Wind Rose from Anaheim Monitoring Station ......................................................................... 10 Figure 4 – Air Dispersion Model Emission Sources and Receptor Locations ............................................ 24 LIST OF TABLES Table A – ACSP DEIR Estimate of Regional Construction Emissions ........................................................ 2 Table B – ACSP DEIR Maximum Daily Operational Phase Regional Emissions ....................................... 2 Table C – Anaheim Monthly Climate Data .................................................................................................. 9 Table D – Diesel Emission Pollutants that Cause Acute and Chronic Health Impacts............................... 11 Table E – Facilities within a Quarter Mile with a SCAQMD Air Permit ................................................... 16 Table F – Anaheim Hills Auto Body Inventory of Stationary TAC Emissions .......................................... 19 Table G – Nearby Roadways Average Daily Traffic Volumes and Vehicle Mixes ................................... 20 Table H – EMFAC2014 DPM Emission Rates .......................................................................................... 20 Table I – Roadway Cancer Risk Emissions Rates used in the AERMOD Model ...................................... 21 Table J – SR-91 Non-Cancer Risk Emissions Rates used in the AERMOD Model ................................... 21 Table K – Locomotive Running Emissions used in the AERMOD Model ................................................ 23 Table L – Cancer Risks at the Proposed Residential Apartments Prior to Mitigation ................................ 26 Table M – Mitigated Cancer Risks at the Proposed Residential Apartments ............................................. 27 Table N – Potential Nearby Odor Emitting Facilities and Number of Complaints .................................... 30 OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page iv ACRONYMS AND ABBREVIATIONS ACSP Anaheim Canyon Specific Plan CalEEMod California Emissions Estimator Model CAPCOA California Air Pollution Control Officers Association CARB California Air Resources Board CEQA California Environmental Quality Act DPM Diesel particulate matter EPA Environmental Protection Agency HAP Hazardous Air Pollutants MICR Maximum Individual Cancer Risk MMRP Mitigation Monitoring and Reporting Program MSAT Mobile Source Air Toxics NAAQS National Ambient Air Quality Standards NMOC Nonmethane Organic Compounds NSPS New Source Performance Standards OEHHA Office of Environmental Health Hazard Assessment PM Particle Matter PM10 Particles that are less than 10 micrometers in diameter PM2.5 Particles that are less than 2.5 micrometers in diameter PPM Parts Per Million SCAQMD South Coast Air Quality Management District TAC Toxic Air Contaminants OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 1 1.0 INTRODUCTION 1.1 Purpose of Analysis and Study Objectives This Health Risk Assessment and Odor Analysis has been completed to determine the potential cancer and non-cancer (acute and chronic) risks to the proposed residential apartment units as well as to determine if odor emissions to the proposed residential apartment units would exceed the thresholds specified in the Mitigation Monitoring and Reporting Program No. 312 (MMRP No. 312) for Anaheim Canyon Specific Plan (ACSP) for the proposed OC Link Project (proposed project). The following is provided in this report:  A description of the proposed project;  A description of toxic air contaminants (TAC);  A description of the modeling parameters utilized in this analysis;  An analysis of TAC concentrations impacting the proposed residential uses and a comparison of the calculated cancer and acute non-cancer risks with the MMRP No. 312 for ACSP thresholds; and  An analysis of the odors impacting the proposed residential uses and a comparison of the odor impacts with the MMRP No. 312 for ACSP thresholds 1.2 Site Location and Study Area The proposed project is located within the Anaheim Pacificenter, which is located in the eastern portion of the City of Anaheim (City). The Anaheim Pacificenter is bounded by East La Palma Avenue and commercial uses to the north, North Tustin Avenue and commercial uses to the east, State Route 91 to the south, and the Metrolink Anaheim Canyon Station and multi-family residential uses to the west. The project study area is shown in Figure 1. 1.3 Proposed Project Description The proposed project would involve the construction of up to 406 apartment units and 5,000 square feet of new retail. The apartment component of the project encompasses two (2) sites (Site ‘A’ and ‘B’) within the larger Anaheim Pacificenter development, which is presently developed with a mix of office, retail and hotel uses. Site ‘A’ is located in the northwest corner of Anaheim Pacificenter on approximately 2.5-acres and would be developed with 192 units. Site ‘B’ is located on the southwestern portion of Anaheim Pacificenter on approximately 3.1-acres and would be developed with 214 units with the option of increasing to 222 units if recreational amenities are shared between both sites. Site amenities will include both active and passive open space areas including pools, spas, sitting areas and landscaped areas. The project also includes 5,000-square feet of retail uses within the existing retail center located at the northeast corner of the site and adjacent to the intersection of La Palma Avenue and Tustin Avenue. 1.4 Anaheim Canyon Specific Plan Development Standards The development of the proposed project falls under the Anaheim Canyon Specific Plan (ACSP) Mitigation Monitoring and Reporting Program (MMRP) No. 312. Many aspects of the ACSP serve to directly and indirectly reduce the air quality and odor impacts by and to development projects. Development of the proposed project would be consistent with the land use designations provided in the ACSP and would promote the goals and policies of the ACSP by providing multi-family residential uses OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 2 in close proximity to the existing Metrolink Station, employment and commercial opportunities that will promote a walkable community. The Anaheim Canyon Specific Plan Draft Environmental Impact Report (ACSP DEIR) (City of Anaheim, 2015), analyzed the environmental impacts of buildout of the ACSP, which included analysis of up to 2,919 residential units within Development Area 3 that encompasses the project site and surrounding properties. The proposed project would consist of the development of up to 406 residential units, which is well below the 2,919 residential units analyzed for Development Area 3. As such, the proposed project is consistent with the development assumptions utilized in the ACSP DEIR and development of the proposed project would not cause any new or more severe air quality impacts than what were analyzed in the ACSP DEIR. The ACSP DEIR analyzed criteria pollutant emissions from both construction and operational activities of the proposed 19,577,470 square feet of additional industrial and commercial uses and 2,607 additional residential units that would potentially be developed within the ACSP (the proposed project represents approximately 1.4 percent of total building area of ACSP). The calculated regional construction emissions from Table 5.2-8 of the ACSP DEIR is shown in Table A and the calculated regional operational emissions from Table 5.2-9 of the ACSP DEIR is shown in Table B. Table A – ACSP DEIR Estimate of Regional Construction Emissions Construction-Related Regional Emissions (pounds/day)3,4 Construction Phase1,2 VOC NOx CO SO2 PM10 PM2.5 Demolition 10 138 99 <1 30 8 Site Preparation1 5 58 44 <1 11 7 Grading1 7 81 53 <1 8 5 Building Construction 13 84 139 <1 16 6 Paving 2 26 16 <1 2 1 Architectural Coatings 217 4 15 <1 2 1 Worst-Case Day5 256 390 366 1 69 29 SCQAMD Standard 75 100 550 150 150 55 Significant? Yes Yes No No No No Notes: 1 Construction equipment mix is based on CalEEMod default construction mix. See ACSP DEIR’s Appendix C for a list of assumptions on emissions generated on a worst-case day. 2 Grading includes compliance with SCAQMD Rule 403 fugitive dust control measures. Measures include requiring an application of water at least twice per day to at least 80 percent of the unstabilized disturbed onsite surface areas, replacing disturbed ground cover quickly, and restricting speed on unpaved roads to less than 15 miles per hour. Modeling also assumes a VOC of 100 g/L for interior paints pursuant to SCAQMD Rule 1113. 3 It is assumed that approximately 13,953,078 building square feet (50 percent) of the existing nonresidential structures would be demolished. 4 The planned grade separation projects would occur as part of the OC Bridges Program and not a part of the Proposed Project. Therefore, potential short-term emissions associated with these planned projects are not accounted. 5 Based on overlap of the Building Construction, Paving, and Architectural Coatings phases. Source: ACSP DEIR Table 5.2-8. (City of Anaheim, 2015) Table B – ACSP DEIR Maximum Daily Operational Phase Regional Emissions Operation-Related Regional Emissions (pounds/day) Phase VOC NOx CO SO2 PM10 PM2.5 New Land Uses Area 940 3 218 0 5 5 Energy 12 107 88 1 8 8 Transportation 546 1,220 6,263 33 2,351 650 SCQAMD Regional Threshold 55 55 550 150 150 55 Significant? Yes Yes Yes No Yes Yes Source: ACSP DEIR Table 5.2-9. (City of Anaheim, 2015) OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 3 Table A and Table B show that the significant air quality impacts would occur from both construction and operation of the new development that would occur from implementation of all foreseeable development as detailed in the ACSP. However, as detailed above the proposed project would account for approximately 1.4 percent of the proposed development in the ACSP and 1.4 percent of the emissions provided in Table A and Table B would be well below the SCAQMD’s thresholds. In order to address the significant air quality impacts found in the ACSP DEIR, the City adopted a Statement of Overriding Considerations that found the merits of the ACSP outweigh the significant air quality impacts created from the ACSP. The Statement of Overriding Considerations justified its decision in part through acknowledging the benefits of implementation of the proposed mitigation measures provided in the ACSP DEIR that would lessen the air quality impacts (although not to less than significant levels). The applicable air quality related mitigation measures from the ACSP DEIR for the development of residential projects within the ACSP are described below. ACSP MMRP No. 312 Mitigation Measure AQ-1 Prior to issuance of grading, demolition or building plans, whichever occurs first, the property owner/developer shall provide a note on plans indicating that ongoing during grading and construction, contractors will use equipment that meets the following United States Environmental Protection Agency (EPA)-Certified emissions standards: All off-road diesel-powered construction equipment greater than 50 horsepower shall meet the Tier 4 Final emission standards. Any emissions control device used by the contractor shall achieve emissions reductions that are no less than what could be achieved by a Level 4 diesel emissions control strategy for a similarly sized engine, as defined by CARB regulations. ACSP MMRP No. 312 Mitigation Measure AQ-2 Prior to issuance of grading, demolition or building plans, whichever occurs first, the property owner/developer shall provide a list of all construction equipment proposed to be used on the project site. This list may be provided on the building plans. The construction equipment list shall state the makes, models, and numbers of the equipment; that the equipment shall be properly serviced and maintained in accordance with the manufacturer’s recommendations; and, that all nonessential idling of construction equipment is restricted to five minutes or less in compliance with California Air Resources Board’s Rule 2449. ACSP MMRP No. 312 Mitigation Measure AQ-3 Prior to issuance of grading, demolition or building plans, whichever occurs first, the property owner/developer shall submit a dust control plan that implements the following measures during ground- disturbing activities, in addition to the existing requirements for fugitive dust control under South Coast Air Quality Management District Rule 403, to further reduce PM10 and PM2.5 emissions: a) Following all grading activities, the construction contractor shall reestablish ground cover on the construction site through seeding and watering. b) During all construction activities, the construction contractor shall sweep streets with Rule 1186– compliant, PM10-efficient vacuum units on a daily basis if silt is carried over to adjacent public thoroughfares or occurs as a result of hauling. c) During all construction activities, the construction contractor shall maintain a minimum 24-inch freeboard on trucks hauling dirt, sand, soil, or other loose materials and tarp materials with a fabric cover or other cover that achieves the same amount of protection. OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 4 d) During all construction activities, the construction contractor shall water exposed ground surfaces and disturbed areas a minimum of every three hours on the construction site and a minimum of three times per day. e) During all construction activities, the construction contractor shall limit onsite vehicle speeds on unpaved roads to no more than 15 miles per hour. The Building Division shall verify compliance during normal construction site inspections. ACSP MMRP No. 312 Mitigation Measure AQ-4 Prior to issuance of a building permit, the property owner/developer shall provide a note on plans indicating that: a) All coatings and solvents will have a volatile organic compound (VOC) content lower than required under Rule 1113 (i.e., super compliant paints). b) All architectural coatings shall be applied either by (1) using a high-volume, low-pressure spray method operated at an air pressure between 0.1 and 10 pounds per square inch gauge to achieve a 65 percent application efficiency; or (2) manual application using a paintbrush, hand-roller, trowel, spatula, dauber, rag, or sponge, to achieve a 100 percent applicant efficiency. c) The construction contractor shall also use precoated/natural colored building materials, where feasible. The Building Division shall verify compliance during normal construction site inspections. ACSP MMRP No. 312 Mitigation Measure AQ-5 Prior to issuance of building permits, for residential development, the property owner/developer shall provide a note on building plans that indicates that all shared community barbeques will be electric powered barbeque units. These units shall be verified on site by the Building Division prior to issuance of a Certificate of Occupancy. ACSP MMRP No. 312 Mitigation Measure AQ-6 Prior to issuance of a building permit, the property owner/developer shall show on plans that all applicant-provided appliances be Energy Star appliances (dishwashers, refrigerators, clothes washers, and dryers). Installation of Energy Star appliances shall be verified by the Building Division prior to issuance of a Certificate of Occupancy. ACSP MMRP No. 312 Mitigation Measure AQ-7 Prior to issuance of building permits for new construction of residential development, the property owner/developer shall indicate on plans that garage and/or car port parking are electrically wired to accommodate a Level 2 (240 volt) electric vehicle charging. The location of the electrical outlets shall be specified on building plans, and proper installation shall be verified by the Building Division prior to issuance of a Certificate of Occupancy. ACSP MMRP No. 312 Mitigation Measure AQ-10 Prior to issuance of building permits for new residential projects, the property owner/developer shall submit a health risk assessment (HRA) to the Planning Department. OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 5 The HRA shall be prepared in accordance with policies and procedures of the State of California’s Office of Environmental Health Hazard Assessment (OEHHA) and the South Coast Air Quality Management District (SCAQMD). If the HRA shows that the incremental cancer risk exceeds one in one hundred thousand (1.0E-05), PM concentrations would exceed 2.5 μg/m3, or the appropriate noncancer hazard index exceeds 1.0, the following is required prior to issuance of building permits: a) The HRA shall identify the level of high-efficiency Minimum Efficiency Reporting Value (MERV) filter required to reduce indoor air concentrations of pollutants to achieve the cancer and/or noncancer threshold. b) Installation of high efficiency MERV filters in the intake of residential ventilation systems consistent with the recommendations of the HRA, shall be shown on plans. Heating, air conditioning, and ventilation (HVAC) systems shall be installed with a fan unit designed to force air through the MERV filter. c) To ensure long-term maintenance and replacement of the MERV filters in the individual units, the property owner/developer shall record a covenant on the property that requires ongoing implementation of the actions below. The form of the covenant shall be approved by the City Attorney’s Office prior to recordation. 1. The property owner/developer shall provide notification to all future tenants or owners of the potential health risk for affected units and the increased risk of exposure to diesel particulates when windows are open. 2. For rental units, the property owner/developer shall maintain and replace MERV filters in accordance with the manufacture’s recommendations. 3. For ownership units, the Homeowner’s Association shall incorporate requirements for long-term maintenance in the Covenant Conditions and Restrictions and inform homeowners of their responsibility to maintain the MERV filter in accordance with the manufacturer’s recommendations. ACSP MMRP No. 312 Mitigation Measure AQ-11 For projects located within 1,000 feet of an industrial facility that emits substantial odors, which includes but is not limited to:  Wastewater treatment plants  Composting, greenwaste, or recycling facilities  Fiberglass manufacturing facilities  Painting/coating operations  Large-capacity coffee roasters  Food-processing facilities The property owner/developer shall submit an odor assessment to the Planning Director prior to approval of any future discretionary action that verifies that the South Coast Air Quality Management District (SCAQMD) has not received three or more verified odor complaints. If the Odor Assessment identifies that the facility has received three such complaints, the applicant will be required to identify and demonstrate that Best Available Control Technologies for Toxics (T-BACTs) are capable of reducing OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 6 potential odors to an acceptable level, including appropriate enforcement mechanisms. T-BACTs may include, but are not limited to, scrubbers at the industrial facility, or installation of Minimum Efficiency Reporting Value (MERV) filters rated as 14 or better at all residential units. 1.5 Mitigation Measures Required for the Proposed Project This analysis found through implementation of the following mitigation all cancer and non-cancer risks from toxic air contaminants and from odors impacts to the proposed residential apartment units would be reduced to less than significant levels. Mitigation Measure 1: The project applicant shall install a positive static pressure forced air heating, ventilation, and air conditioning (HVAC) system into all residential apartment units. Each HVAC system shall be required to install a high efficiency Minimum Efficiency Reporting Value (MERV) filter in the air intake for the HVAC system and the air intake shall be installed with a fan designed to force air through the MERV 13 filter and to create positive static pressure. A MERV 16 filter shall be utilized for all units located on the west side of Buildings ‘A’ and ‘B’. All other residential units shall have MERV 13 filters. The installation of the MERV filters shall be incorporated into the mechanical plans for the proposed project. To ensure long-term maintenance and replacement of the MERV filters in the individual units, the property owner shall record a covenant on the property that requires ongoing implementation of the action below. The form of the covenant shall be approved by the City’s Attorney’s Office prior to recordation: 1. The property owner shall provide notification to all future tenants of the potential health risks due to the increased risk of exposure to diesel particulates when windows are open. 2. The property owner shall maintain and replace MERV filters in accordance with the manufacture’s recommendations. Figure 1 Project Local Study AreaVISTA ENVIRONMENTAL SOURCE: Google Earth. N Site 'B' Site 'A' Fi g u r e 2 Pr o p o s e d S i t e P l a n V IS T A E NV I R O N M E N T A L SO U R C E : A r c h i t e c t s O r a n g e . OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 9 2.0 ATMOSPHERIC SETTING The project site is located within the central portion of Orange County in the City of Anaheim, which is part of the South Coast Air Basin (Air Basin) that includes all of Orange County as well as the non-desert portions of Los Angeles, Riverside, and San Bernardino Counties. Orange County is located on a coastal plain with connecting broad valleys and low hills to the east. Regionally, the Air Basin is bounded by the Pacific Ocean to the southwest and high mountains to the east forming the inland perimeter. The general region lies in the semi-permanent high-pressure zone of the eastern Pacific. As a result, the climate is mild, tempered by cool sea breezes. Occasional periods of strong Santa Ana winds and winter storms interrupt the otherwise mild weather pattern. Although the Air Basin has a semi-arid climate, the air near the surface is typically moist because of the presence of a shallow marine layer. Except for infrequent periods when dry air is brought into the Air Basin by offshore winds, the ocean effect is dominant. Periods of heavy fog are frequent and low stratus clouds, often referred to as “high fog” are a characteristic climate feature. Winds are an important parameter in characterizing the air quality environment of a project site because they determine the regional pattern of air pollution transport and control the rate of dispersion near a source. Daytime winds in Orange County are usually light breezes from off the coast as air moves regionally onshore from the cool Pacific Ocean. These winds are usually the strongest in the dry summer months. Nighttime winds in Orange County are a result mainly from the drainage of cool air off of the mountains to the east and they occur more often during the winter months and are usually lighter than the daytime winds. Between the periods of dominant airflow, periods of air stagnation may occur, both in the morning and evening hours. Whether such a period of stagnation occurs is one of the critical determinants of air quality conditions on any given day. The wind rose from the Anaheim Monitoring Station, which is the nearest monitoring station to the project site is shown in Figure 3. During the winter and fall months, surface high-pressure systems north of the Air Basin combined with other meteorological conditions, can result in very strong winds, called “Santa Ana Winds”, from the northeast. These winds normally have durations of a few days before predominant meteorological conditions are reestablished. The highest wind speed typically occurs during the afternoon due to daytime thermal convection caused by surface heating. This convection brings about a downward transfer of momentum from stronger winds aloft. It is not uncommon to have sustained winds of 60 miles per hour with higher gusts during a Santa Ana Wind event. The temperature and precipitation levels for the Anaheim Monitoring Station are shown below in Table C. Table C shows that August is typically the warmest month and December is typically the coolest month. Rainfall in the project area varies considerably in both time and space. Almost all the annual rainfall comes from the fringes of mid-latitude storms from late November to early April, with summers being almost completely dry. Table C – Anaheim Monthly Climate Data Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Avg. Max. Temperature 70.0 70.0 72.4 74.7 77.1 80.1 85.2 87.1 86.5 81.2 75.4 69.7 Avg. Min. Temperature 47.5 48.2 50.4 52.8 57.3 60.5 64.2 64.5 62.7 57.7 51.8 46.9 Avg. Total Precipitation (in.) 3.34 3.47 1.86 0.83 0.53 0.15 0.07 0.01 0.10 0.72 0.99 2.02 Source: Source: http://www.wrcc.dri.edu/cgi-bin/cliMAIN.pl?ca0192 Figure 3 Wind Rose from Anaheim Monitoring StationVISTA ENVIRONMENTAL SOURCE: Anaheim Monitoring Station from 1/1/2006 to 12/31/2012. OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 11 3.0 TOXIC AIR CONTAMINANTS Toxic air contaminants (TACs) is a term that is defined under the California Clean Air Act and consists of the same substances that are defined as Hazardous Air Pollutants (HAPs) in the Federal Clean Air Act. There are over 700 hundred different types of TACs with varying degrees of toxicity. Sources of TACs include industrial processes such as petroleum refining and chrome plating operations, commercial operations such as gasoline stations and dry cleaners, and motor vehicle exhaust. Cars and trucks release at least 40 different toxic air contaminants. The most important of these TACs, in terms of health risk, are diesel particulates, benzene, formaldehyde, 1,3-butadiene, and acetaldehyde. Public exposure to TACs can result from emissions from normal operations as well as from accidental releases. Health effects of TACs include cancer, birth defects, neurological damage, and death. 3.1 Diesel Particulate Matter According to The California Almanac of Emissions and Air Quality 2013 Edition, the majority of the estimated health risk from TACs can be attributed to relatively few compounds, the most important of which is diesel particulate matter (DPM). DPM is a subset of PM2.5 because the size of diesel particles are typically 2.5 microns and smaller. The identification of DPM as a TAC in 1998 led the California Air Resources Board (CARB) to adopt the Risk Reduction Plan to Reduce Particulate Matter Emissions from Diesel-fueled Engines and Vehicles in September 2000. The plan’s goals are a 75-percent reduction in DPM by 2010 and an 85-percent reduction by 2020 from the 2000 baseline. Diesel engines emit a complex mixture of air pollutants, composed of gaseous and solid material. The visible emissions in diesel exhaust are known as particulate matter or PM, which includes carbon particles or “soot.” Diesel exhaust also contains a variety of harmful gases and over 40 other cancer-causing substances. California’s identification of DPM as a toxic air contaminant was based on its potential to cause cancer, premature deaths, and other health problems. Exposure to DPM is a health hazard, particularly to children whose lungs are still developing and the elderly who may have other serious health problems. Overall, diesel engine emissions are responsible for the majority of California’s potential airborne cancer risk from combustion sources. The various pollutants within DPM that also cause acute and chronic health impacts are detailed below in Table D. Table D was developed through crosschecking all diesel emissions pollutants provided in San Diego Air Pollution Control District’s (SDAPCD) Diesel Fired Engines Emissions Factor Table to the list of acute and chronic reference exposure levels provided at: http://oehha.ca.gov/air/allrels.html. According to the California Office of Environmental Health and Hazards Assessment (OEHHA), no acute risk has been found to be directly created from DPM, so there is no acute AREL assigned to DPM. However, as detailed in Table D, other TAC emissions associated with diesel exhaust do have an acute REL assigned to them. In order to account for the acute risk from all TAC emissions associated with diesel emissions, a hypothetical acute REL was calculated for DPM through multiplying each TAC with an acute REL to its diesel weight fraction and then adding together the results, which resulted in a hypothetical acute AREL of 137 for diesel emissions. Table D – Diesel Emission Pollutants that Cause Acute and Chronic Health Impacts TAC TAC Potency Factors (µg/m3)1 Percent of DPM Emission Rate3 Target Organ Systems Acute REL2 Chronic REL 1,3-Butadiene 660 140 0.51% Development Acetaldehyde 470 140 1.84% Eyes, respiratory system (sensory irritation) Acrolein 2.5 0.35 0.08% Eyes, respiratory system OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 12 TAC TAC Potency Factors (µg/m3)1 Percent of DPM Emission Rate3 Target Organ Systems Acute REL2 Chronic REL Arsenic 0.2 0.015 0.004% Reproductive/developmental, cardiovascular system, nervous system Benzene 27 3 0.44% Hematologic system, immune system, reproductive/developmental Cadmium -- 0.02 0.004% kidney, respiratory system Chlorobenzene -- 1,000 0.0005% Eyes, respiratory system Chromium (hexavalent) -- 0.2 0.001% Respiratory system, hematologic system Copper 100 -- 0.01% Respiratory system Ethyl benzene -- 5 0.03% Liver, kidney, developmental Formaldehyde 55 9 4.07% Eyes, immune system, respiratory Hexane -- 200 0.06% Nervous system Hydrogen Chloride 2,100 9 0.44% Eyes, respiratory system Manganese -- 0.09 0.01% Nervous system Mercury 0.6 0.03 0.005% Reproductive/developmental Naphthalene -- 9 0.05% Respiratory system Nickel 0.2 002 0.01% Immune system, respiratory system Propylene -- 3000 1.10% Respiratory System Selenium -- 20 0.01% Liver, cardiovascular system, nervous system Toluene 37000 300 0.25% Nervous system, eyes, respiratory system, reproductive/developmental Xylene 22000 700 0.10% Eyes, nervous and respiratory systems DPM -- 5 -- Respiratory system Notes: 1 Potency factors obtained from: http://www.oehha.ca.gov/risk/ChemicalDB/index.asp 2 REL = Reference Exposure Level 3 Percentage of DPM Emission Rate calculated by dividing the pollutant’s pounds per 1,000 gallons rate by the PM2.5 pounds per 1,000 gallons rate provided by the SDAPCD Sources: SDAPCD, 2011 and OEHHA, 2014. 3.2 Asbestos Asbestos is listed as a TAC by CARB and as a Hazardous Air Pollutant by the EPA. Asbestos occurs naturally in mineral formations and crushing or breaking these rocks, through construction or other means, can release asbestiform fibers into the air. Asbestos emissions can result from the sale or use of asbestos-containing materials, road surfacing with such materials, grading activities, and surface mining. The risk of disease is dependent upon the intensity and duration of exposure. When inhaled, asbestos fibers may remain in the lungs and with time may be linked to such diseases as asbestosis, lung cancer, and mesothelioma. The nearest likely locations of naturally occurring asbestos, as identified in the General Location Guide for Ultramafic Rocks in California, prepared by the California Division of Mines and Geology, is located in Santa Barbara County. The nearest historic asbestos mine to the project site, as identified in the Reported Historic Asbestos Mines, Historic Asbestos Prospects, and Other Natural Occurrences of Asbestos in California, prepared by U.S. Geological Survey, is located at Asbestos Mountain, which is approximately 65 miles northwest of the project site in the San Jacinto Mountains. Due to the distance to the nearest natural occurrences of asbestos, the project site is not likely to contain asbestos. OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 13 3.3 TAC Regulatory Setting The TACs emissions from the proposed project are addressed through the efforts of various federal, state, regional, and local government agencies. These agencies work jointly, as well as individually, to reduce TACs through legislation, regulations, planning, policy-making, education, and a variety of programs. The agencies responsible for improving TACs are discussed below. Federal and State The United States Environmental Protection Agency (EPA) is responsible for setting and enforcing the National Ambient Air Quality Standards (NAAQS) for atmospheric pollutants. There are national standards for six common “criteria” air pollutants including ozone, nitrogen dioxide, carbon monoxide, particulate matter (PM10 and PM2.5), lead, and sulfur dioxide, which were identified from provisions of the Clean Air Act of 1970. California, under the California Clean Air Act, has also defined a set of health protective California Ambient Air Quality Standards (CAAQS). Besides the “criteria” air pollutants, there is another group of substances found in ambient air referred as Hazardous Air Pollutants (HAPs) under the Federal Clean Air Act and Toxic Air Contaminants (TACs) under the California Clean Air Act. These contaminants tend to be localized to their sources and are found in relatively low concentrations in ambient air. They are regulated at the federal, state and regional levels, due to their potential of causing adverse health effects from exposure to low concentrations for long periods of time. HAPs are the air contaminants identified by the EPA as known or suspected to cause cancer, serious illness, birth defects, or death. Many of the contaminants originate from human activities, such as fuel combustion and solvent use. Mobile Source Air Toxics (MSATs) are a subset of the 188 identified HAPs. Of the 21 different HAPs that constitute the MSATs, there are six primary HAPs identified that include diesel exhaust, benzene, formaldehyde, acetaldehyde, acrolein, and 1, 3- butadiene. While vehicle miles traveled in the United States is anticipated to increase by 64 percent between 2000 and 2020, emissions of MSATs are anticipated to decrease between 57 and 67 percent as a result of efforts to control mobile source emissions. The CARB Statewide comprehensive air toxics program was established in the early 1980s. The TAC Identification and Control Act (Assembly Bill 1807, Tanner 1983 [AB 1807]) created California’s program to reduce exposure to air toxics. The Air Toxics “Hot Spots” Information and Assessment Act (Assembly Bill 2588, Connelly 1987 [AB 2588]) supplements the AB 1807 program by requiring a statewide air toxics inventory, notification of people exposed to a significant health risk, and facility plans to reduce these risks. AB 1807, requires the CARB to identify and control TACs. In selecting substances, the CARB must consider “the risk of harm to the public health, amount or potential amount of emissions, manner of, and exposure to, usage of the substance in California, persistence in the atmosphere, and ambient concentrations in the community.” AB 1807 also requires the CARB to use available information gathered from the AB 2588 program to include in the prioritization of compounds. In 1992, the Hot Spots Act was amended by Senate Bill 1731, to require facilities that pose a significant health risk to reduce their risk through a risk management plan. In 2000, the CARB approved a comprehensive Diesel Risk Reduction Plan to reduce diesel emissions from both new and existing diesel-fueled engines and vehicles. The goal of the plan is to reduce PM emissions and the associated health risks by 75 percent by 2010 and 85 percent by 2020. The plan provides a roadmap that identifies steps CARB will be taking to develop specific regulations to reduce diesel particulate matter (DPM) emissions. OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 14 As a result of controls on motor vehicles, fuels, stationary sources, and consumer products, the public’s exposure to air toxics has decreased dramatically. Between the early 1990’s and today, the decrease in statewide average health risk ranged from approximately 20 percent from formaldehyde to approximately 90 for perchlorethylene. 1,3-butadiene and benzene have also seen significant decreases of 80 to 85 percent as a result of CARB’s mobile source control program. In addition dioxins have been reduced by 99 percent in that time period, however that is primarily due to CARB’s restrictions on medical waste incinerators. CCR Title 13, Section 2025 - On-Road Diesel Truck Fleets On December 12, 2008 the CARB adopted Resolution 08-43, which limits NOx, PM10 and PM2.5 emissions from on-road diesel truck fleets that operate in California. On October 12, 2009 Executive Order R-09-010 was adopted that codified Resolution 08-43 into Section 2025, title 13 of the California Code of Regulations. This regulation requires that by the year 2023 all commercial diesel trucks that operate in California shall meet model year 2010 (Tier 4 Final or Tier 4f) or latter emission standards. In the interim period, this regulation provides annual interim targets for fleet owners to meet. By January 1, 2017, 80 percent of a truck fleet is required to have installed Best Available Control Technology (BACT) for NOx emissions and 100 percent of a truck fleet installed BACT for PM10 emissions. This regulation also provides a few exemptions including a delayed implementation rate for truck fleets of three or fewer trucks, exemptions for agricultural trucks that drive less than 1,000 miles per year, and a onetime per year 3-day pass for trucks registered outside of California. All diesel trucks that utilize public roads in California are required to comply with CCR Title 13, Section 2025. CCR Title 13, Section 2485 - Commercial Vehicle Idling and Auxiliary Power Systems On October 20, 2005 the CARB approved regulatory measures including the adoption of Title 13, Chapter 9, Article 8, Section 2485 of the California Code of Regulations (CCR) (Section 2485), which regulates idling activities and auxiliary power systems (APS) in commercial vehicle vehicles with a vehicle weight rating of greater than 10,000 pounds. On December 5, 2014, the OAL approved new Amendments Section 2485, which became effective on January 1, 2015, and now all APS systems operated in California are required to meet the model year 2007 or newer emissions standards and all new APS systems are required to meet the Tier 4f emission standards and by 2023 all APS systems operating in California will be required to meet the Tier 4f emissions standards. Section 2485 also restricts vehicle idling to no more than five minutes at any one location and restricts the operation of an APS to no more than five minutes in any location within 100 feet of a sensitive receptor. Regional The South Coast Air Quality Management District (SCAQMD) is the agency principally responsible for comprehensive air pollution control for the South Coast Air Basin (Air Basin). The SCAQMD is responsible for regulating emissions primarily from stationary sources and certain areawide and indirect sources, but has no authority over motor vehicle emissions and other non-stationary sources of TAC emissions. To that end, as a regional agency, the SCAQMD works directly with the Southern California Association of Governments (SCAG), county transportation commissions, and local governments and cooperates actively with all federal and state agencies. The SCAQMD with coordination of SCAG is also responsible for developing, updating and implementing the Air Quality Plans for the Air Basin. In addition, the SCAQMD has prepared the Health Risk Assessment Guidance for Analyzing Cancer Risks from Mobile Source Diesel Idling Emissions for CEQA Air Quality Analysis, August 2003, which sets forth recommended thresholds of significance, analysis methodologies, and provides guidance on mitigating significant TAC impacts. OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 15 In order to determine the Air Basin-wide risks associated with major airborne carcinogens, the SCAQMD conducted the Multiple Air Toxics Exposure Study (MATES) studies. According to the SCAQMD’s 2014 MATES-IV study, the cancer risk at the project site is 1,027 per million persons. In comparison, the average cancer risk for the Air Basin is 367 per million persons. However it should be noted that the MATES-IV study analyzed the Air Basin based on four square kilometer grids, which does not provide precise results at the locations of the proposed residential apartments. In order to provide a perspective of risk, it is often estimated that the incidence in cancer over a lifetime for the U.S. population ranges between 1 in 3 to 4 and 1 in 3, or a risk of about 300,000 per million persons. The previous 2008 MATES-III study referenced a Harvard Report on Cancer Prevention, which estimated that of cancers associated with known risk factors, about 30 percent were related to tobacco, about 30 percent were related to diet and obesity, and about 2 percent were associated with environmental pollution related exposures that includes hazardous air pollutants. OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 16 4.0 MODELING PARAMETERS AND ASSUMPTIONS The dispersion modeling utilized for analyzing TAC emissions in this analysis has been based on the recommended methodology described in Health Risk Assessments for Proposed Land Use Projects (CAPCOA Guidance), prepared by CCAPCOA, July 2009 and Air Toxics Hot Spots Program Risk Assessment Guidelines Guidance Manual for Preparation of Health Risk Assessments (OEHHA Guidance), prepared by OEHHA, February 2015. Important issues that affect the dispersion modeling include the following: 1) Model Selection, 2) Source Treatment, 3) Meteorological Data, and 4) Receptor Grid. Each of these issues are addressed below. 5.1 Model Selection The AERMOD View Version 9.3.0 Model was used for all dispersion modeling. Key dispersion modeling options selected include the regulatory default option and urban modeling option for Orange County with a population of 3,010,759. Flagpole receptor height was set to 0 meters. AERMAP was run with a 1 degree USGS DEM Map of Santa Ana. Meteorological Data Meteorological data from SCAQMD’s Anaheim monitoring site was selected for this modeling application. Five full years of meteorological data was collected at the Anaheim Monitoring Station that included 2006, 2007, 2008, 2009, and 2012. The SCAQMD processed the data for input to the model. The data was obtained at: http://www.aqmd.gov/home/library/air-quality-data-studies/meteorological- data/aermod-table-1 Receptor Grid Discrete receptors were placed on each side of the two proposed apartment buildings (Site ‘A’ and Site ‘B’). Figure 4 shows the locations of the sources and receptors modeled in the AERMOD model. 5.2 Emissions Assumptions This assessment focused on estimating potential health risk impacts to the residents of the project from TAC emissions from the nearby industrial facilities, railroad emissions, and on-road diesel vehicle emissions located within a quarter mile (1,320 feet) of the project site. Stationary Source Emissions The SCAQMD requires all facilities that utilize stationary equipment that emit air emissions or TACs to obtain an air permit, and the details of each air permit can be found at: http://www.aqmd.gov/webappl/pubinfo/mapviewer.aspx. Air permits are required for chrome plating operations, facilities that use Hexavalent Chromium, dry cleaning facilities, gas stations, and from any industrial facility that releases TACs. Table E provides a list of all facilities that have an air permit within a quarter mile of the proposed residential uses. Table E – Facilities within a Quarter Mile with a SCAQMD Air Permit Facility Name Facility Address Distance from Project (feet) Facility Sources of TAC Emissions Cleaners Plus3 1071 N Tustin Avenue, #107 851 Dry cleaning/executive rug plants with perchloroethylene dry cleaning equipment and compress and condense vapor recovery unit OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 17 Facility Name Facility Address Distance from Project (feet) Facility Sources of TAC Emissions Carl’s Jr Restaurant #6153 Tustin Avenue & La Palma Avenue 951 Eating place with natural gas integrated catalyst charbroiler, natural gas charbroiler, and electrostatic precipitator R.B.S. Auto 1040 N Grove Street 1651 Air conditioning fluid (CFC-12) recovery Anvil Arts 1137 N Fountain Way 2101 Paint and solvent spray booth General Electric Company 3601 E La Palma Avenue 2201 Electrical equipment and supplies with drying ovens, baking ovens, waste oil/water separator, impregnating equipment, burn-off furnace, natural gas kiln, rubber curing oven, electrostatic precipitators, abrasive blasting equipment, burn-off furnace, and baghouse The Flame Broiler3 1039 N Tustin Avenue 3902 Restaurant with natural gas charbroiler Anaheim Hills Auto Body 1070 Grove Street 4501 Auto body shop Mechanized Enterprises 1021 N Grove Street 4902 N/A Bitetto Motorsport Performance 1011 N Grove Street 5402 N/A Advanced Tech Plating 1061 N Grove Street 5802 Plating and polishing facility with nickel plating line tanks, negative air machine, sulfuric/phosphoric acid- anodizing tank, and other plating tanks Pacific Utility Products 3703 Melville Way 5901 Baking oven and powder coating system spray booth SRS Ventures, Inc./Prestige Collision Auto 3470 E La Palma Avenue 6301 Top and body repair/paint shop with automotive spray booths, paint and solvent spray booth, and baking oven M.V. Mktg, Inc., M. Angelos Paint and Body 1133 N Tustin Avenue 6601 Paint and body shop Chevallier Auto Body 1133 N Tustin Avenue 6601 Top and body repair/paint shop with paint and solvent spray booth R & M Food Services, Inc. 1074 N Tustin Avenue 6701 Eating places with natural gas charbroiler Anglers Marine 3475 E La Palma Avenue 7001 N/A X Cell Circuit Technology 1166 N Grove Street 7401 Electric components Aircraft Repair/Overhaul Service, ARO SE 1186 N Grove Street 7401 Airports/Flying fields servicer with drying ovens, paint and solvent spray booths, and vacuum metalizing Minolta Business Systems, Inc. 1120 N Tustin Avenue 8501 N/A Quad/Graphics 1174 N Grove Street 9201 Lithographic heat set printing press Kaiser Permanente 3460 E La Palma Avenue 9302 General medical/surgical hospital with natural gas only boilers and emergency diesel electricity generators Aquarian Coatings Corp 1140 Tustin Avenue 9801 Metal coating/allied services with paint and solvent spray booths, powder coating system OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 18 Facility Name Facility Address Distance from Project (feet) Facility Sources of TAC Emissions spay booths, powder coating ovens and baking ovens Environmental Management & Construction 1126 Fountain Way 9901 Air, water and solid waste management waste management Precision Photography 1150 N Tustin Avenue 1,0601 Photography studio Moyes Custom Furniture 3431 E La Palma Avenue 1,1702 Wood household furniture with paint and solvent spray booth D & E Precision Sheet Metal 3431 E La Palma Avenue 1,1702 N/A Limos by Moonlight 1173 N Grove Street 1,1901 Automotive services provider with automotive spray booth Notes: 1 Facility is closet to Site ‘A’ of the proposed project. 2 Facility is closest to Site ‘B’ of the proposed project. 3 Facility is located on the greater Pacificenter development. Source: SCAQMD, 2014. The SCAQMD requires that any new stationary source of emissions that would result in a facility increasing its emissions by one pound per day is subject to SCAQMD’s New Source Review (NSR) and Regulation XX. NSR requires facilities to utilizes the best available control technologies (BACT) to reduce emissions and provides a regulatory process to ensure compliance, which includes calculating the facilities total emissions of each pollutant. The SCAQMD provides these facility emissions at: http://www3.aqmd.gov/webappl/fim/prog/search.aspx. Of the facilities listed in Table E, only Anaheim Hills Auto Body is required to report their TAC emissions, which is located as near as 450 feet west of the project Site A at 1070 Grove Street. The other facilities listed in Table E, either do not produce TAC emissions or produce only negligible amounts of TACs that would not alter the findings of this analysis. Several sources of TAC emission data were accessed to identify and quantify the estimated TAC emissions from the identified facility. These sources included the Annual Emission Reports that facilities are required to submit to the SCAQMD annually, listing the quantities of various emissions from their stationary source operations. Anaheim Hills Auto Body Stationary Source Emissions The Annual Emissions Reports for Anaheim Hills Auto Body facility were examined for the years 2010, 2014, and 2015 which are the most current three years of data available in the FIND database. The Annual Emission Reports for the Anaheim Hills Auto Body facility are provided in Appendix A. Based on this examination, an inventory of maximum annual TAC emissions from the facility was derived and is shown in Table F. Table F also shows which TACs are evaluated for cancer risk and for chronic and acute non-cancer health effects. OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 19 Table F – Anaheim Hills Auto Body Inventory of Stationary TAC Emissions Toxic Air Contaminant Annual Emissions (pounds per year)1 TAC Potency factors (μ g/m3)2 Cancer Acute REL3 Chronic REL3 Ammonia 23.040 3200 200 Benzene 0.010 0.000029 27 3 Formaldehyde 0.021 0.000006 55 9 Naphthalene 0.002 0.000034 9 PAH (total with components not reported) 0.000 0.000006 9 Notes: 1 Based on the facility’s Maximum Annual Emissions Report to the SCAQMD for the years 2010, 2014, and 2015. 2 Potency factors obtained from http://www.oehha.ca.gov/risk/ChemicalDB/index.asp 3 REL = Reference Exposure Level Source: SCAQMD, 2015; OEHHA, 2015. In order to simplify the analysis, each TAC pollutant was converted to a DPM equivalent emission rate, through multiplying each TAC emissions by a ratio of the TAC’s cancer potency factor to the cancer potency factor for DPM of 0.0003 µg/m3 in order to derive a DPM equivalent cancer risk. The DPM conversion calculations for the Anaheim Hills Auto Body facility is provided in a spreadsheet in Appendix A, which calculated a total DPM equivalent cancer risk annual emission rate of 7.818E-08 grams per second, a non-cancer acute emission rate of 0.001 grams per second, and a non-cancer chronic emission rate of 0.045 grams per second. The Anaheim Hills Auto Body facility was modelled in the AERMOD model as a point source, with a release height of 30 feet, a temperature of 366 K, a stack inside diameter of 1.0 meter, and a velocity of 5 meters per second. Diesel Vehicle Emissions The diesel vehicle emissions created from La Palma Avenue and Tustin Avenue have been calculated through use of the vehicle trip rates provided in Anaheim Canyon Specific Plan Draft Environmental Impact Report No. 348 (ACSP DEIR), prepared by PlaceWorks, May 2015 and for State Route 91, the vehicle trip rates were obtained from 2015 Annual Average Daily Truck Traffic on the California State Highway System, prepared by Caltrans which found SR-91currently has 231,000 ADT and from the Westbound State Route 91 Lane Extension and Auxiliary Lane Reconstruction Initial Study with Proposed Mitigated Negative Declaration, prepared by Caltrans, November 2010 the traffic on SR-91 is anticipated to increase by 13.8 percent over the next 20 years, which results in 262,878 ADT. The traffic volumes utilized in this analysis were based on General Plan buildout conditions and are shown in Table G. In order to determine the percentage of vehicles that are diesel-powered, the California, Texas & Florida Lead U.S. in High-Mileage Diesel & Hybrid Passenger Vehicles, prepared by The Diesel Technology Forum, June 4, 2014, was utilized, which found that diesel vehicles represent 1.85 percent of all vehicles in California, and that 95 percent of heavy trucks are powered by diesel and approximately 50 percent of light trucks are powered by diesel. The diesel vehicles ADTs for the nearby roadways is shown in Table G. OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 20 Table G – Nearby Roadways Average Daily Traffic Volumes and Vehicle Mixes Roadway ADTs All Vehicles (ADT) Diesel Vehicles (ADT)1 Automobiles Medium Trucks Heavy Trucks Automobiles Medium Trucks Heavy Trucks La Palma Avenue2 32,800 31,816 787 197 589 394 187 Tustin Avenue2 83,100 80,607 1,994 499 1,491 997 474 State Route 913 262,878 245,791 9,928 7,159 4,547 4,964 6,802 Notes: 1 1.85% of Autos, 50% of Medium Trucks and 95% of Heavy Trucks calculated to be diesel-powered (The Diesel Technology Forum, 2014) 2 ADTs and vehicle mixes obtained from City of Anaheim, 2015 3 SR-91 ADTs and vehicle Mixes obtained from Caltrans, 2014 and Caltrans, 2010. Cancer Risk Emissions Factors Since, cancer risk is determined over three exposure time periods (the third trimester of a pregnancy to 2 years of age, 2 to 16 years, and 16 to 30 years) mobile source emissions were calculated based on the annual average emission factors from different model years for each of the three time exposure periods associated with evaluating exposures to residential populations. The proposed project expects an initial occupancy in 2019. Therefore, for the assessment of health risks to sensitive/residential receptors, the DPM emissions factors derived from the CARB EMFAC model as diesel PM10 were developed as an average of truck fleet emission factors from the Project’s initial occupancy year of 2019 to 2021, 2022 to 2036, and 2037 to 2048. This averaging of emissions takes into account the fact that emissions from diesel vehicles are expected to significantly decline in future years as a result of vehicle turnover and implementation of existing mobile source emission control rules in place from the CARB. The vehicle speeds for each class of vehicle were based on the posted speed limits on La Palma Avenue and Tustin Street and SR-91. The cancer risk PM10 emission factors assumed in the assessment are shown in Table H and the EMFAC2014 model printouts are provided in Appendix B. Table H – EMFAC2014 DPM Emission Rates Vehicle Class Speed (mph) EMFAC2014 PM10 Running Emissions Rates (grams/mile) 2019-2021 2022-2036 2037-2048 La Palma Avenue and Tustin Avenue Non-Trucks 45 0.0150 0.0050 0.0015 Truck 1 45 0.0163 0.0102 0.0061 Truck 2 45 0.0331 0.0043 0.0037 State Route 91 Non-Trucks 65 0.0192 0.0062 0.0015 Truck 1 65 0.0188 0.0104 0.0054 Truck 2 55 0.0384 0.0038 0.0035 Source: EMFAC2014. In order to simplify the modeling, the non-trucks, Trucks 1, and Trucks 2 PM10 emissions from the analyzed roadways were combined and analyzed as a single line volume source in AERMOD. The line volume source for La Palma Avenue was modeled with an 80 foot width (24 meters), Tustin Avenue was modeled with a 116 foot width (35 meters), and SR-91 was modeled with a 92 foot width (28 meters) which are the distances between the outside lanes. All roadways were modeled with a 6-foot height. The cancer PM10 emission rates entered into the AERMOD model are shown below in Table I. The road source emissions were determined by calculating the time each vehicle takes to cross the road length and then multiplying that amount of time by the daily operations for each vehicle class and dividing it by 24 OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 21 hours in order to determine the percent of daily running time. The daily running time was then multiplied by the EMFAC2014 emissions rates that are detailed above and were converted to grams per second. Table I – Roadway Cancer Risk Emissions Rates used in the AERMOD Model Source ID Description Diesel Vehicles Daily Trips1 PM10 Emission Rate (grams/second)2 2019-2021 2022-2036 2037-2048 LAPALMA La Palma Non-Trucks 589 4.93E-05 1.66E-05 4.99E-06 La Palma Trucks 1 394 3.57E-05 2.23E-05 1.33E-05 La Palma Trucks 2 187 6.13E-05 3.12E-05 3.06E-05 La Palma Total Emissions 1.46E-04 7.01E-05 4.89E-05 TUSTIN Tustin Non-Trucks 1,491 1.43E-04 4.82E-05 1.45E-05 Tustin Trucks 1 997 1.04E-04 6.50E-05 3.88E-05 Tustin Trucks 2 474 1.78E-04 9.06E-05 8.91E-05 Tustin Total Emissions 4.26E-04 2.04E-04 1.42E-04 SR91 SR-91 Non-Trucks 4,547 7.59E-04 2.43E-04 5.89E-05 SR-91 Trucks 1 4,964 8.08E-04 4.46E-04 2.32E-04 SR-91 Trucks 2 6,802 3.50E-03 1.46E-03 1.44E-03 SR-91 Total Emissions 5.07E-03 2.15E-03 1.73E-03 Notes: 1 Diesel Vehicles Daily Trips obtained from Table G above. 2 Emission Rates calculated by converting the EMFAC emissions factors to grams per second and multiplying by percent running time (time of travel for one vehicle across roadway * daily vehicle trips / 24 hours) Non-Cancer (Acute and Chronic) Risk Emissions Factors Since, the non-cancer acute and chronic exposure time periods range from one hour to over one year, the opening year 2019 emissions rates were utilized from the EMFAC2014 model. The non-cancer risk PM10 emission factors assumed in the assessment are detailed in Appendix B and shows that for La Palma Avenue and Tustin Avenue non-trucks create 0.0171 grams per mile, Trucks 1 create 0.0172 grams per mile, and Trucks 2 create 0.0517 grams per mile for SR-91 non-trucks create 0.0220 grams per mile, Trucks 1 create 0.0201 grams per mile, and Trucks 2 create 0.0615 grams per mile. All other parameters were the same as what were used for the cancer risk emissions factors and the results. The non-cancer PM10 emission rates entered into the AERMOD model are shown below in Table J. Table J – SR-91 Non-Cancer Risk Emissions Rates used in the AERMOD Model Source ID Description Daily Vehicle Operations1 PM10 Emission Rate2 (grams/second) LAPALMA La Palma Non-Trucks 589 5.62E-05 La Palma Trucks 1 394 3.77E-05 La Palma Trucks 2 187 8.07E-05 La Palma Total Emissions 1.75E-04 TUSTIN Tustin Non-Trucks 1,491 1.63E-04 Tustin Trucks 1 997 1.10E-04 Tustin Trucks 2 474 2.35E-04 Tustin Total Emissions 5.08E-04 SR91 SR-91 Non-Trucks 4,547 8.68E-04 SR-91 Trucks 1 4,964 8.66E-04 SR-91 Trucks 2 6,802 4.87E-03 SR-91 Total Emissions 6.60E-03 OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 22 Notes: 1 Diesel Vehicles Daily Trips obtained from Table G above. 2 Emission Rates calculated by converting the EMFAC emissions factors to grams per second and multiplying by percent running time (time of travel for one vehicle across roadway * daily vehicle trips / 24 hours) It should be noted that the acute analysis is based on the worst-case 1-hour concentrations of TAC emissions, which would most likely occur during the peak travel periods on the nearby roadways, however neither Caltrans nor the City provide this detail of data in their traffic volumes, so it is not possible to compute. It should also be noted that as detailed below in Section 6.1, the acute risks would have to be in the range of 285 times higher before they would be considered significant so any minor changes in traffic volumes would not result in a change to significance levels. Railroad Emissions The BNSF Railroad that runs adjacent to the west side of the project site is utilized for both freight trains and Metrolink commuter trains. Metrolink’s Anaheim Canyon Station is also located adjacent to the west side of the project site, which results in all Metrolink trains coming to a complete stop at this location and idling for approximately one minute while passengers load and unload the trains. According to www.metrolinktrains.com the Anaheim Canyon Station is part of the Inland Empire – Orange County Metrolink Line, which has 8 trains per day traveling to Orange County and 8 trains per day traveling to the Inland Empire, that results in 16 Metrolink trains that pass by the project site each weekday that were modelled in the AERMOD model. According to www.railroadforums.com there are four daily freight trains that pass by the project site on the BNSF Railroad that were also modelled in the AERMOD model. The railroad emissions have been analyzed separately for locomotive running and idling. Locomotives Running Emissions The locomotives running emission rates were obtained from Health Risk Assessment for the Central Maintenance Facility, prepared for Metrolink, November 2014, which found that by the year 2017 the Metrolink engine fleet will consist of 20 Tier 4 locomotives (Model F125) with 4,700 horsepower and 32 Tier 2 locomotives (Models F59PHI, MP36PH-3C and 59PH Repowered) with 3,000 to 3,600 horsepower. The Metrolink fleet of locomotives in 2017 will have an average of 3,827 horsepower and an average emission rate of 109 grams of DPM per hour per locomotive at Notch 3, which is the anticipated average power level that trains will operate in the vicinity of the project site. The emission rates of the freight trains operated by BNSF on the railroad are unknown, so in order to provide a worst-case analysis, it was assumed that the BNSF locomotives were Tier 0 locomotives (Model F59PH) operating at Notch 3 that produces 213 grams of DPM per hour. The locomotive running emissions were analyzed as a line volume source in AERMOD that is 435 meters long with a plume height of 5.6 meters, a plume width of 4.0 meters and an initial vertical dimension of 2.60 meters. A summary of the locomotive running emissions parameters are provided in Table K. The locomotive running emissions were determined by calculating the time each train takes to cross the 435 meters of analyzed rail line and then multiplying that amount of time by the daily train operations and dividing it by 24 hours in order to determine the percent of daily running time. The daily running time was then multiplied by the emissions rate of 213 grams of DPM per hour. The emission rate was then converted to grams per second for use in the AERMOD model. OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 23 Table K – Locomotive Running Emissions used in the AERMOD Model Source ID Description Daily Operations1 Train Speed (MPH) DPM Emission Rates2 (grams/second) TRAINS Metrolink Trains 16 30 1.82E-04 Freight Trains 6 30 1.33E-04 Total Trains Running Emissions 3.15E-04 Notes: 1 Obtained from www.metrolinktrains.com and www.railroadforums.com 2 Emission rates obtained from Metrolink, 2014. Locomotive Idling Emissions The Metrolink locomotives idling emissions rates were obtained from Metrolink (Metrolink, 2014), which found by the year 2017 the average DPM idling emission rate for the Metrolink fleet will be 10.3 grams per hour. From site observations of Metrolink train stops at Anaheim Canyon Station, it was observed that the loading/unloading activities takes less than a minute. In order to provide a conservative analysis, it was assumed that each Metrolink train idles at Anaheim Canyon Station for one minute. The locomotive idling emissions were analyzed as a point source in AERMOD with a release height of 4.6 meters, a stack diameter of 0.666 meters, an exit velocity of 3.73 meters per second, an exit temperature of 351 Kelvin, which were the same parameters utilized by Metrolink (Metrolink, 2014). The locomotive idling emission rate utilized in this analysis was calculated based on converting the 10.3 grams per hour DPM idling emission rate to grams per second and then multiplying by the 16 Metrolink trips that would each operate 1 minute per day. This resulted in an emission rate of 3.179E-05 grams per second that was entered into the AERMOD model. . Fi g u r e 4 Ai r D i s p e r s i o n M o d e l E m i s s i o n S o u r c e s a n d R e c e p t o r L o c a t i o n s V IS T A E NV I R O N M E N T A L SO U R C E : A E R M O D V e r s i o n 9 . 3 . 0 . N OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 25 6.0 PROJECT IMPACTS This section assesses the potential health risks from TAC concentrations and odor impacts at the proposed residential apartment units. 6.1 Health Risks Associated with TAC Emissions Health risks from TACs are twofold. First, TACs are carcinogens according to the State of California. Second, short-term acute and long-term chronic exposure to TACs can cause health effects to the respiratory system. Each of these health risks is discussed below. Cancer Risks According to the OEHHA Guidance, the cancer risk should be calculated using the following formula: [Dose-inh (mg/(Kg-day)] * [Oral Slope Factor (kg-day)/mg]*[1x106] * Age Sensitivity Factor * Fraction of Time at Home = Potential Cancer Risk Where: Oral Slope Factor = 1.1 Age Sensitivity Factor = 10 for 3rd trimester to 2 years; 3 for 2 to 16 years; and 1 for 16 to 29.75 years Fraction of Time at Home = 0.85 for 3rd trimester to 2 years; 0.72 for 2 to 16 years; and 0.73 for 16 to 70 years Dose-inh = (Cair * DBR * A * EF * ED * 106) / AT Where: Cair [Concentration in air (µg/m3)] = (Calculated by AERMOD Model) DBR [Daily breathing rate (L/kg body weight – day)] = 867 for 3rd trimester to 2 years; 572 for 2 to 16 years and 233 for 16 to 69.75 years. A [Inhalation absorption factor] = 1 EF [Exposure frequency (days/year)] = 350 for residential uses ED [Exposure duration (years)] = 30 for residential uses 106 [Micrograms to milligrams conversion] AT [Average time period over which exposure is averaged in days] = 25,550 The OEHHA guidance recommends that Age Sensitivity Factors be utilized, which includes a 10-fold multiplier to infants (3rd trimester to age 2), a 3-fold increase in exposure for children (ages 2 to 16 years old), and an exposure factor of 1 for ages 16 and older. The OEHHA guidance also recommends separate breathing rates for each age group and the SCAQMD recommends utilizing the 90th percentile breathing rates for the 3rd trimester to 2 years and the 80th percentile breathing rates for all older persons. The 90th percentile breathing rates for 3rd trimester is 333 and for 0 to 2 years is 934. In order to simplify the analysis, the 3rd trimester and 0 to 2 year breathing rates were time-weighted averaged together, which resulted in a breathing rate of 867. The 80th percentile breathing rate for 2 to 16 years is 572 and for 16 to 30 years is 261. The OEHHA guidance also recommends utilizing the Fraction of Time at Home in the in the calculation, since exposure to TAC emissions from the proposed project is not occurring when not at home. The OEHHA developed these calculations from analyzing over 175,000 trips in a survey and determined that only 0.68 percent of these trips overlap with the EF (days per year when residents are on vacation). According to the above formula, the potential cancer risk for residential receptors equates to Cair * 3,336 for 3rd trimester to age 2, Cair * 559 for ages 2 to 16, and Cair * 86.1 for ages 16 to 29.75. Table L provides a summary of the calculated diesel emission concentrations for each side of the two proposed OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 26 apartment buildings. The AERMOD model run printouts for years 2019-2021 is provided in Appendix C, for years 2022-2036 is provided in Appendix D, and for years 2037-2048 is provided in Appendix E. Table L – Cancer Risks at the Proposed Residential Apartments Prior to Mitigation Building Side of Building Receptor Location1 Annual PM10 Concentration (µg/m3) Cancer Risk Per 100,000 People2 X Y 2019-2021 2022-2036 2037-2048 Site ‘A’ North Side 422,325 3,746,432 0.0605 0.0375 0.0258 2.6 East Side 422,367 3,746,349 0.0541 0.0307 0.0172 2.2 South Side 422,308 3,746,335 0.0679 0.0446 0.0307 3.0 West Side 422,272 3,746,371 0.1293 0.1075 0.0950 6.4 Site ‘B’ North Side 422,290 3,746,205 0.0849 0.0486 0.0254 3.5 East Side 422,338 3,746,131 0.1063 0.0511 0.0153 4.1 South Side 422,251 3,746,144 0.1167 0.0659 0.0327 4.8 West Side 422,221 3,746,189 0.1592 0.1209 0.0960 7.5 ACSP MMRP No.312 Mitigation Measure AQ-10 Threshold 1.0 Exceed Threshold? Yes Notes: 1 Receptor location based on World Geodetic System 1984 (WGS84), Universal Transverse Mercator (UTM). 2 Cancer risk based on a residential receptor cancer risk of: Cair (2019-2021) * 3,336 * 2.25 years + Cair (2022-2036) * 559 * 14 years + Cair (2037-2048) *86.1 * 13.75 years. Source: Calculated from ISC-AERMOD View Version 9.3.0. Table L shows that the calculated cancer risks at all sides of the two proposed residential apartment buildings would range between 2.2 and 7.5 per 100,000 people. This would exceed the cancer risk threshold of 1.0 per 100,000 persons provided in Mitigation Measure AQ-10 from the ACSP MMRP No. 312. Per Mitigation Measure AQ-10 requirements, all residential developments that exceed the 1.0 per 100,000 persons cancer risk threshold, shall identify the level of high-efficiency Minimum Efficiency Reporting Value (MERV) filter required to reduce indoor air concentrations of pollutants to achieve the cancer threshold. According to Status of Research on Potential Mitigation Concepts to Reduce Exposure to Nearby Traffic Pollution, prepared by CARB, August 23, 2012, research has shown that homes with positive static pressure HVAC systems with MERV 13 air filters result in a 80 percent reduction in fine particles (PM10) when compared to outdoor levels of PM10 and MERV 16 air filters result in a 95 percent reduction in fine particles (PM10) when compared to outdoor levels of PM10. Table M shows the cancer risks at the proposed residential apartment buildings with installation of MERV 13 and MERV 16 air filters. OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 27 Table M – Mitigated Cancer Risks at the Proposed Residential Apartments Building Side of Building Receptor Location1 Cancer Risk Per 100,000 People X Y Unmitigated MERV 13 Filters2 MERV 16 Filters3 Site ‘A’ North Side 422,325 3,746,432 2.6 0.5 0.1 East Side 422,367 3,746,349 2.2 0.4 0.1 South Side 422,308 3,746,335 3.0 0.6 0.1 West Side 422,272 3,746,371 6.4 1.3 0.3 Site ‘B’ North Side 422,290 3,746,205 3.5 0.7 0.2 East Side 422,338 3,746,131 4.1 0.8 0.2 South Side 422,251 3,746,144 4.8 1.0 0.2 West Side 422,221 3,746,189 7.5 1.5 0.4 ACSP MMRP No.312 Mitigation Measure AQ-10 Threshold 1.0 1.0 1.0 Exceed Threshold? Yes Yes No Notes: 1 Receptor location based on World Geodetic System 1984 (WGS84), Universal Transverse Mercator (UTM). 2 MERV 13 filters provides 80 percent reduction in fine particles (CARB, 2012) 3 MERV 16 filters provides 95 percent reduction in fine particles (CARB, 2012) Source: Calculated from ISC-AERMOD View Version 9.3.0. Table M shows that if MERV 16 air filters are installed in all residential apartments that are on the west side of Buildings ‘A’ and ‘B’ and MERV 13 air filters are installed in all other residential apartment units in Buildings ‘A’ and ‘B’, the cancer risk at the proposed residential apartments would be reduced to within the 1.0 per 100,000 person cancer risk threshold. Mitigation Measure 1 has been provided that would require that the project applicant to install forced air heating, air conditioning and ventilation (HVAC) systems with a high efficiency Minimum Efficiency Reporting Value (MERV) filter of MERV 16 for all units on the west side of Buildings ‘A’ and ‘B’ and MERV 13 filters for all other units in Buildings ‘A’ and ‘B’. With implementation of Mitigation Measure 1, the proposed project would conform with Mitigation Measure AQ-10 from the ACSP MMRP No. 312. Non-Cancer Risks In addition to the cancer risk from exposure to TACs there is also the potential TAC exposure may result in adverse health impacts from acute and chronic illnesses as well as from PM2.5 concentration, which are detailed below. Chronic Health Impacts Chronic health effects are characterized by prolonged or repeated exposure to a TAC over many days, months, or years. Symptoms from chronic health impacts may not be immediately apparent and are often irreversible. The chronic hazard index is based on the most impacted sensitive receptor from the proposed project and is calculated from the annual average concentrations of DPM. The relationship for non-cancer chronic health effects is given by the equation: HIDPM = CDPM / RELDPM Where, HIDPM = Hazard Index; an expression of the potential for non-cancer health effects. OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 28 CDPM = Annual average diesel particulate matter concentration in g/m3. RELDPM= Reference Exposure Level (REL) for diesel particulate matter; the DPM concentration at which no adverse health effects are anticipated. The RELDPM is 5 µg/m3. The OEHHA, as protective for the respiratory system has established this concentration. The AERMOD model found that the highest annual concentration at the proposed residential apartment units is 0.179 µg/m3 for DPM equivalent chronic non-cancer risk emissions. The resulting Hazard Index is: HIDPM = 0.179 / 5 = 0.036 The criterion for significance provided in Mitigation Measure AQ-10 from the ACSP MMRP No. 312 is a Chronic Hazard Index increase of greater than 1.0. Therefore, the proposed residential apartment units would not be exposed to non-cancer chronic health risks from TAC emissions and would meet the requirements of Mitigation Measure AQ-10. Acute Health Impacts Acute health effects are characterized by sudden and severe exposure and rapid absorption of a TAC. Normally, a single large exposure is involved. Acute health effects are often treatable and reversible. The acute hazard index is calculated from the maximum hourly concentrations of DPM at the point of maximum impact (PMI) on the project site, which has been calculated with the AERMOD model and the parameters detailed above in Section 4.0. The relationship for non-cancer acute health effects is given by the equation: AHI = C / AREL Where, AHI = Acute Hazard Index; an expression of the potential for non-cancer health effects. C = Maximum hourly concentration of DPM in g/m3. AREL = Acute Reference Exposure Level. No acute risk has been found to be directly created from DPM, so there is no AREL assigned to DPM, however in order to provide a DPM equivalent AREL, the ARELs from all of the other TACs that are emitted in diesel exhaust were added together based on their diesel weighting shown above in Table D. This resulted in a diesel emission weighted equivalent AREL of 137 µg/m3. The AERMOD model found that the highest 1-hour concentration at the proposed residential apartment units is 0.48 µg/m3 for DPM equivalent acute non-cancer risk emissions and Appendix F provides the DPM equivalent emission concentration calculation printouts from the AERMOD model. The resulting Hazard Index is: AHI = 0.48 / 137 = 0.0035 The criterion for significance provided in Mitigation Measure AQ-10 from the ACSP MMRP No. 312 is an Acute Hazard Index increase of greater than 1.0. Therefore, the proposed residential apartment units would not be exposed to non-cancer acute health risks from TAC emissions and would meet the requirements of Mitigation Measure AQ-10. PM2.5 Concentrations The final significance threshold examined relates to the maximum annual concentration PM2.5 concentrations in the vicinity of the proposed residential apartment units. As detailed above for the chronic health impacts analysis, the AERMOD model found that the highest annual concentration at the proposed residential apartment units is 0.179 µg/m3 DPM equivalent PM10 emissions. Since PM2.5 is a OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 29 subset of PM10 emissions, it is not possible for PM2.5 emissions to exceed PM10 emissions levels. The criterion for significance provided in Mitigation Measure AQ-10 from the ACSP MMRP No. 312 is a PM2.5 concentration level of 2.5 µg/m3. Therefore, the proposed residential apartment units would not be exposed to significant PM2.5 concentrations and would meet the requirements of Mitigation Measure AQ-10. 6.2 Odor Impacts from Nearby Industrial Facilities Individual responses to odors are highly variable and can result in a variety of effects. Generally, the impact of an odor results from a variety of factors such as frequency, duration, offensiveness, location, and sensory perception. The frequency is a measure of how often an individual is exposed to an odor in the ambient environment. The intensity refers to an individual’s or group’s perception of the odor strength or concentration. The duration of an odor refers to the elapsed time over which an odor is experienced. The offensiveness of the odor is the subjective rating of the pleasantness or unpleasantness of an odor. The location accounts for the type of area in which a potentially affected person lives, works, or visits; the type of activity in which he or she is engaged; and the sensitivity of the impacted receptor. Sensory perception has four major components: detectability, intensity, character, and hedonic tone. The detection (or threshold) of an odor is based on a panel of responses to the odor. There are two types of thresholds: the odor detection threshold and the recognition threshold. The detection threshold is the lowest concentration of an odor that will elicit a response in a percentage of the people that live and work in the immediate vicinity of the project site and is typically presented as the mean (or 50 percent of the population). The recognition threshold is the minimum concentration that is recognized as having a characteristic odor quality, this is typically represented by recognition by 50 percent of the population. The intensity refers to the perceived strength of the odor. The odor character is what the substance smells like. The hedonic tone is a judgment of the pleasantness or unpleasantness of the odor. The hedonic tone varies in subjective experience, frequency, odor character, odor intensity, and duration. Mitigation Measure AQ-11 from the ACSP MMRP No. 312 requires that all residential projects located within 1,000 feet of an industrial facility that emits substantial odors to submit an odor assessment and provides the following list of potential odor generating facilities:  Wastewater treatment plants  Composting, greenwaste, or recycling facilities  Fiberglass manufacturing facilities  Painting/coating operations  Large-capacity coffee roasters  Food-processing facilities Mitigation Measure AQ-11 requires that if the SCAQMD has received three or more verified odor complaints from any odor producing facilities that are located within 1,000 feet of the project site, than the project applicant is required to implement Best Available Control Technologies for Toxics (T- BACTs) that are capable of reducing potential odors to an acceptable level. SCAQMD’s Facility Information Detail (FIND) website was utilized to access SCAQMD’s Compliance database that provides notices on verified odor complaints, in order to determine if any of the nearby industrial facilities have received three or more verified odor complaints. Table N provides a list of the facilities that are located within 1,000 feet of the proposed residential apartment units that meet the above OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 30 criteria of potential odor generating facilities. Table N also shows the number of verified odor complaints received by SCAQMD for each listed facility. Table N – Potential Nearby Odor Emitting Facilities and Number of Complaints Facility Name Facility Address Distance from Project (feet) Facility Activities No. of Verified Odor Complaints Received by SCAQMD1 Anvil Arts 1137 N Fountain Way 2102 Paint and solvent spray booth 0 Anaheim Hills Auto Body 1070 Grove Street 4502 Auto body shop 0 Advanced Tech Plating 1061 N Grove Street 5803 Plating and polishing facility with nickel plating line tanks, negative air machine, sulfuric/phosphoric acid- anodizing tank, and other plating tanks 0 Pacific Utility Products 3703 Melville Way 5902 Baking oven and powder coating system spray booth 0 SRS Ventures, Inc./Prestige Collision Auto 3470 E La Palma Avenue 6302 Top and body repair/paint shop with automotive spray booths, paint and solvent spray booth, and baking oven 0 M.V. Mktg, Inc., M. Angelos Paint and Body 1133 N Tustin Avenue 6602 Paint and body shop 0 Chevallier Auto Body 1133 N Tustin Avenue 6602 Top and body repair/paint shop with paint and solvent spray booth 0 Aircraft Repair/Overhaul Service, ARO SE 1186 N Grove Street 7402 Airports/Flying fields servicer with drying ovens, paint and solvent spray booths, and vacuum metalizing 0 Aquarian Coatings Corp 1140 Tustin Avenue 9802 Metal coating/allied services with paint and solvent spray booths, powder coating system spay booths, powder coating ovens and baking ovens 0 Notes: 1 No. of verified odor complaints obtained from http://www3.aqmd.gov/webappl/fim/prog/search.aspx 2 Facility is closet to Site ‘A’ of the proposed project. 3 Facility is closest to Site ‘B’ of the proposed project. Source: SCAQMD, 2016. Table N shows that none of the potential odor generating facilities that are located within 1,000 feet of the proposed residential apartment buildings have received any verified odor complaints as recorded by SCAQMD. The criterion for significance provided in Mitigation Measure AQ-11 from the ACSP MMRP No. 312 is three or more odor complaints from a facility within 1,000 feet of the project site. Therefore, the proposed residential apartment units would not be exposed to significant odor impacts and would meet the requirements of Mitigation Measure AQ-11. OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Page 31 7.0 REFERENCES California Air Pollution Control Officers Association, Health Risk Assessments for Proposed Land Use Projects, 2009. California Air Resources Board, 2010 California Toxic Inventory in Tons per Year, November 2013. California Air Resources Board, Ambient Air Quality Standards, June 4, 2013. California Air Resources Board, Appendix VII Risk Characterization Scenarios, October 2000. California Air Resources Board, The California Almanac of Emissions and Air Quality – 2013 Edition. California Air Resources Board, Resolution 08-43, December 12, 2008. California Air Resources Board, Status of Research on Potential Mitigation Concepts to reduce Exposure to Nearby Traffic Pollution, August 23, 2012. California Department of Transportation (Caltrans), 2015 Annual Average Daily Truck Traffic on the California State Highway System, 2016. California Department of Transportation (Caltrans), Westbound State Route 91 Lane Extension and Auxiliary Lane Reconstruction Initial Study with Proposed Mitigated Negative Declaration, November 2010 City of Anaheim, Anaheim Canyon Specific Plan Draft Environmental Impact Report No. 348, May 2015 City of Anaheim, Mitigation Monitoring and Reporting Program No. 312 Diesel Technology Forum, California, Texas & Florida Lead U.S. in High-Mileage Diesel & Hybrid Passenger Vehicles, June 4, 2014 Environmental Protection Agency, Code of Federal Regulation Title 40 Protection of Environment Part 60, July, 2013. Environmental Protection Agency, EPA’s Proposal to Update the Air Quality Standards for Ground- Level Ozone By the Numbers, November 25, 2014. Environmental Protection Agency, Quantitative Health Risk Assessment for Particulate Matter, June 2010. Office of Environmental Health Hazard Assessment (OEHHA), Air Toxics Hot Spots Program Risk Assessment Guidelines, February 2015. Metrolink, Health Risk Assessment for the Central Maintenance Facility, November 2014 South Coast Air Quality Management District, CEQA Air Quality Handbook, April 1993. South Coast Air Quality Management District, Draft Report Multiple Air Toxics Exposure Study in the South Coast Air Basin, MATES-IV, October 2014. OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Appendix A APPENDIX A Anaheim Hills Auto Body TAC Emissions Estimates An a h e i m Hi l l s Au t o Bo d y ht t p : / / w w w . o e h h a . c a . g o v / r i s k / C h e m i c a l D B / i n d e x . a s p An n u a l Em i s s i o n s (p o u n d s / y e a r ) M a x i m u m Em i s s i o n s C a n c e r Po t e n c y Di e s e l We i g h t e d A c u t e RE L Am m o n i a We i g h t e d C h r o n i c In h a l a t i o n R Di e s e l We i g h t e d Po l l u t a n t ID P o l l u t a n t De s c r i p t i o n 2 0 1 5 2 0 1 4 2 0 1 0 ( p o u n d s / y e a r ) ( u g / m ^ 3 ) ( l b s / y r ) ( u g / m ^ 3 ) ( l b s / y r ) ( u g / m ^ 3 ) ( l b s / y r ) O t h e r Na m e s 76 6 4 4 1 7 A m m o n i a 2 0 . 0 8 8 2 3 . 0 4 2 2 . 6 8 2 3 . 0 4 0 3 2 0 0 2 3 . 0 4 0 0 2 0 0 9 2 1 . 6 0 0 0 71 4 3 2 B e n z e n e 0 . 0 0 8 0 . 0 1 0 . 0 1 0 . 0 1 0 0 . 0 0 0 0 2 9 0 . 0 0 0 9 7 2 7 0 . 0 0 0 1 3 0 . 0 0 6 0 50 0 0 0 F o r m a l d e h y d e 0 . 0 1 8 0 . 0 2 1 0 . 0 2 1 0 . 0 2 1 0 . 0 0 0 0 0 6 0 . 0 0 0 4 2 5 5 0 . 0 0 0 4 9 0 . 0 3 7 8 11 5 1 P A H (t o t a l wi t h co m p o n e n 0 0 0 0 . 0 0 0 0 . 0 0 0 0 0 6 0 . 0 0 0 0 0 9 0 . 0 0 0 91 2 0 3 N a p h t h a l e n e 0 0 0 . 0 0 2 0 . 0 0 2 0 . 0 0 0 0 3 4 0 . 0 0 0 2 3 9 0 . 0 0 4 N a p h t h a l e n e is pr i m a r y PA H Di e s e l Ex h a u s t 0. 0 0 0 3 3 2 0 0 5 Di e s e l We i g h t e d To t a l (p o u n d s / y r ) 0 . 0 0 1 6 2 3 . 0 4 0 4 9 2 1 . 6 4 7 Po u n d s / d a y (2 6 0 wo r k d a y s ) 6 . 2 0 5 1 3 E ‐06 0 . 0 8 8 6 1 7 0 9 7 3 . 5 4 4 7 9 7 6 9 2 Po u n d s / s e c o n d (1 0 ho u r wo r k d a y ) 1 . 7 2 3 6 5 E ‐10 2 . 4 6 1 5 9 E ‐06 9 . 8 4 6 6 6 E ‐05 1 0 Gr a m s / s e c o n d 7 . 8 1 8 E ‐08 0 . 0 0 1 0 . 0 4 5 1 Po u n d = 4 5 3 . 5 9 g r a m s OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Appendix B APPENDIX B EMFAC2014 Model Printouts EMFAC2014 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2019 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.017104 2019 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.018127 2019 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.022021 2019 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.001316 2019 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.001292 2019 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.001565 2019 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.003954 2019 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.004709 2019 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.006876 2019 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.017174 2019 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.017092 2019 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.020123 2019 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000947 2019 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000941 2019 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001153 2019 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.051702 2019 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.061548 2019 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.065195 2019 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000695 2019 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000687 2019 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000839 2019 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.005324 2019 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.005961 2019 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.006211 2019 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.07526 2019 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008766 2019 Annual Orange (SC NonTruck Dsl PMBW PM10 0.088198 2019 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2019 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2019 Annual Orange (SC NonTruck Gas PMTW PM10 0.007989 2019 Annual Orange (SC NonTruck Gas PMBW PM10 0.036994 2019 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2019 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2019 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.786591 2019 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2019 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080309 2019 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2019 Annual Orange (SC Truck1 Gas PMBW PM10 0.078884 2019 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.075454 2019 Annual Orange (SC Truck2 Dsl PMTW PM10 0.021574 2019 Annual Orange (SC Truck2 Dsl PMBW PM10 0.102974 2019 Annual Orange (SC Truck2 Gas PMTW PM10 0.012536 2019 Annual Orange (SC Truck2 Gas PMBW PM10 0.125746 2019 Annual Orange (SC Truck2 NG IDLEX PM10 0.066894 2019 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2019 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2020 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.014992 2020 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.015848 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2020 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.019184 2020 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.001326 2020 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.001301 2020 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.001577 2020 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.003639 2020 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.004315 2020 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.006268 2020 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.016253 2020 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.016061 2020 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.018729 2020 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.00092 2020 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000914 2020 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001119 2020 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.037582 2020 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.044202 2020 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.046482 2020 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000681 2020 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000672 2020 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000819 2020 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.004905 2020 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.00542 2020 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.005627 2020 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.06545 2020 Annual Orange (SC NonTruck Dsl PMTW PM10 0.00873 2020 Annual Orange (SC NonTruck Dsl PMBW PM10 0.08457 2020 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2020 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2020 Annual Orange (SC NonTruck Gas PMTW PM10 0.007989 2020 Annual Orange (SC NonTruck Gas PMBW PM10 0.036997 2020 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2020 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2020 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.771097 2020 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2020 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080367 2020 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2020 Annual Orange (SC Truck1 Gas PMBW PM10 0.078978 2020 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.047369 2020 Annual Orange (SC Truck2 Dsl PMTW PM10 0.021576 2020 Annual Orange (SC Truck2 Dsl PMBW PM10 0.102969 2020 Annual Orange (SC Truck2 Gas PMTW PM10 0.012574 2020 Annual Orange (SC Truck2 Gas PMBW PM10 0.125418 2020 Annual Orange (SC Truck2 NG IDLEX PM10 0.058011 2020 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2020 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2021 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.012918 2021 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.013649 2021 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.016533 2021 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.001316 2021 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.001291 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2021 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.001566 2021 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.003344 2021 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.003946 2021 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.005702 2021 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.015373 2021 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.015087 2021 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.017428 2021 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000895 2021 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000888 2021 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001086 2021 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.010114 2021 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.009545 2021 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.009477 2021 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.00068 2021 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.00067 2021 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000817 2021 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.00455 2021 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.00496 2021 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.005132 2021 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.055872 2021 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008702 2021 Annual Orange (SC NonTruck Dsl PMBW PM10 0.081665 2021 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2021 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2021 Annual Orange (SC NonTruck Gas PMTW PM10 0.007989 2021 Annual Orange (SC NonTruck Gas PMBW PM10 0.037002 2021 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2021 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2021 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.751064 2021 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2021 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080419 2021 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2021 Annual Orange (SC Truck1 Gas PMBW PM10 0.079071 2021 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.023425 2021 Annual Orange (SC Truck2 Dsl PMTW PM10 0.021613 2021 Annual Orange (SC Truck2 Dsl PMBW PM10 0.102864 2021 Annual Orange (SC Truck2 Gas PMTW PM10 0.012615 2021 Annual Orange (SC Truck2 Gas PMBW PM10 0.12507 2021 Annual Orange (SC Truck2 NG IDLEX PM10 0.050449 2021 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2021 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2022 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.011431 2022 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.012014 2022 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.014505 2022 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.001309 2022 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.001285 2022 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.001559 2022 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.003053 2022 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.003582 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2022 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.005148 2022 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.014503 2022 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.014138 2022 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.01618 2022 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000879 2022 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000871 2022 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001065 2022 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.00889 2022 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.008178 2022 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.008056 2022 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000684 2022 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000674 2022 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000821 2022 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.004251 2022 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.004574 2022 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.004715 2022 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.047188 2022 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008682 2022 Annual Orange (SC NonTruck Dsl PMBW PM10 0.079762 2022 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2022 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2022 Annual Orange (SC NonTruck Gas PMTW PM10 0.007988 2022 Annual Orange (SC NonTruck Gas PMBW PM10 0.037008 2022 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2022 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2022 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.726392 2022 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2022 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080465 2022 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2022 Annual Orange (SC Truck1 Gas PMBW PM10 0.079168 2022 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.020536 2022 Annual Orange (SC Truck2 Dsl PMTW PM10 0.021658 2022 Annual Orange (SC Truck2 Dsl PMBW PM10 0.102735 2022 Annual Orange (SC Truck2 Gas PMTW PM10 0.012654 2022 Annual Orange (SC Truck2 Gas PMBW PM10 0.124729 2022 Annual Orange (SC Truck2 NG IDLEX PM10 0.044095 2022 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2022 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2023 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.009551 2023 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.010085 2023 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.012217 2023 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.001306 2023 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.001282 2023 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.001556 2023 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.00278 2023 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.003241 2023 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.004626 2023 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.01368 2023 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.013246 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2023 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.015017 2023 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000866 2023 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000858 2023 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001048 2023 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.004048 2023 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003666 2023 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003592 2023 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000693 2023 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000682 2023 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000831 2023 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.003994 2023 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.00424 2023 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.004356 2023 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.040049 2023 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008664 2023 Annual Orange (SC NonTruck Dsl PMBW PM10 0.078081 2023 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2023 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2023 Annual Orange (SC NonTruck Gas PMTW PM10 0.007988 2023 Annual Orange (SC NonTruck Gas PMBW PM10 0.037013 2023 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2023 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2023 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.701811 2023 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2023 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080504 2023 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2023 Annual Orange (SC Truck1 Gas PMBW PM10 0.079264 2023 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.014834 2023 Annual Orange (SC Truck2 Dsl PMTW PM10 0.021693 2023 Annual Orange (SC Truck2 Dsl PMBW PM10 0.102634 2023 Annual Orange (SC Truck2 Gas PMTW PM10 0.012692 2023 Annual Orange (SC Truck2 Gas PMBW PM10 0.124408 2023 Annual Orange (SC Truck2 NG IDLEX PM10 0.038589 2023 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2023 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2024 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.008364 2024 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.008795 2024 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.010579 2024 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.001306 2024 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.001282 2024 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.001556 2024 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.002553 2024 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.002956 2024 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.004193 2024 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.012903 2024 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.01241 2024 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.013933 2024 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000855 2024 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000846 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2024 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001033 2024 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.00406 2024 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.00367 2024 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003594 2024 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000704 2024 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000693 2024 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000844 2024 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.003772 2024 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.003954 2024 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.004047 2024 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.034937 2024 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008647 2024 Annual Orange (SC NonTruck Dsl PMBW PM10 0.076715 2024 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2024 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2024 Annual Orange (SC NonTruck Gas PMTW PM10 0.007988 2024 Annual Orange (SC NonTruck Gas PMBW PM10 0.037019 2024 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2024 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2024 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.677942 2024 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2024 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080537 2024 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2024 Annual Orange (SC Truck1 Gas PMBW PM10 0.07936 2024 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.013258 2024 Annual Orange (SC Truck2 Dsl PMTW PM10 0.021746 2024 Annual Orange (SC Truck2 Dsl PMBW PM10 0.102483 2024 Annual Orange (SC Truck2 Gas PMTW PM10 0.012727 2024 Annual Orange (SC Truck2 Gas PMBW PM10 0.124103 2024 Annual Orange (SC Truck2 NG IDLEX PM10 0.033849 2024 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2024 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2025 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.007377 2025 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.007729 2025 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.00925 2025 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.001308 2025 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.001284 2025 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.00156 2025 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.002362 2025 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.002716 2025 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.003828 2025 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.012174 2025 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.01163 2025 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.01293 2025 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000849 2025 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.00084 2025 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001025 2025 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.004053 2025 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003658 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2025 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.00358 2025 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000717 2025 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000706 2025 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.00086 2025 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.003581 2025 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.003706 2025 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.00378 2025 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.03005 2025 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008633 2025 Annual Orange (SC NonTruck Dsl PMBW PM10 0.075465 2025 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2025 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2025 Annual Orange (SC NonTruck Gas PMTW PM10 0.007988 2025 Annual Orange (SC NonTruck Gas PMBW PM10 0.037025 2025 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2025 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2025 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.654798 2025 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2025 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080566 2025 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2025 Annual Orange (SC Truck1 Gas PMBW PM10 0.079454 2025 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.011781 2025 Annual Orange (SC Truck2 Dsl PMTW PM10 0.0218 2025 Annual Orange (SC Truck2 Dsl PMBW PM10 0.102328 2025 Annual Orange (SC Truck2 Gas PMTW PM10 0.01276 2025 Annual Orange (SC Truck2 Gas PMBW PM10 0.123823 2025 Annual Orange (SC Truck2 NG IDLEX PM10 0.029746 2025 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2025 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2026 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.006425 2026 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.006703 2026 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.007968 2026 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.001285 2026 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.001261 2026 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.001532 2026 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.002159 2026 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.002462 2026 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.003439 2026 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.011496 2026 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.01091 2026 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.012012 2026 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000844 2026 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000834 2026 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001018 2026 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.004033 2026 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003634 2026 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003554 2026 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000732 2026 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.00072 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2026 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000877 2026 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.003416 2026 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.003492 2026 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.003549 2026 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.025224 2026 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008624 2026 Annual Orange (SC NonTruck Dsl PMBW PM10 0.074492 2026 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2026 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2026 Annual Orange (SC NonTruck Gas PMTW PM10 0.007988 2026 Annual Orange (SC NonTruck Gas PMBW PM10 0.037031 2026 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2026 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2026 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.63254 2026 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2026 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080592 2026 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2026 Annual Orange (SC Truck1 Gas PMBW PM10 0.079546 2026 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.010382 2026 Annual Orange (SC Truck2 Dsl PMTW PM10 0.021862 2026 Annual Orange (SC Truck2 Dsl PMBW PM10 0.102151 2026 Annual Orange (SC Truck2 Gas PMTW PM10 0.01279 2026 Annual Orange (SC Truck2 Gas PMBW PM10 0.123568 2026 Annual Orange (SC Truck2 NG IDLEX PM10 0.026198 2026 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2026 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2027 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.005543 2027 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.00575 2027 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.006778 2027 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.001228 2027 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.001206 2027 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.001465 2027 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.001978 2027 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.002237 2027 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.003091 2027 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.01087 2027 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.010252 2027 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.01118 2027 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000842 2027 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000831 2027 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001014 2027 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.004006 2027 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003605 2027 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003524 2027 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000746 2027 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000734 2027 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000894 2027 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.003273 2027 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.003308 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2027 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.00335 2027 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.020882 2027 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008615 2027 Annual Orange (SC NonTruck Dsl PMBW PM10 0.073735 2027 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2027 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2027 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2027 Annual Orange (SC NonTruck Gas PMBW PM10 0.037037 2027 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2027 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2027 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.610836 2027 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2027 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080614 2027 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2027 Annual Orange (SC Truck1 Gas PMBW PM10 0.079634 2027 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.009258 2027 Annual Orange (SC Truck2 Dsl PMTW PM10 0.021922 2027 Annual Orange (SC Truck2 Dsl PMBW PM10 0.101981 2027 Annual Orange (SC Truck2 Gas PMTW PM10 0.012816 2027 Annual Orange (SC Truck2 Gas PMBW PM10 0.123342 2027 Annual Orange (SC Truck2 NG IDLEX PM10 0.023123 2027 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2027 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2028 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.004594 2028 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.004754 2028 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.005584 2028 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.001142 2028 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.001122 2028 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.001362 2028 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.001837 2028 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.00206 2028 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.00282 2028 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.010288 2028 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.009643 2028 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.010418 2028 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000841 2028 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.00083 2028 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001012 2028 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003984 2028 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003581 2028 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003498 2028 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.00076 2028 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000748 2028 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000911 2028 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.003149 2028 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.003147 2028 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.003178 2028 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.017063 2028 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008608 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2028 Annual Orange (SC NonTruck Dsl PMBW PM10 0.072859 2028 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2028 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2028 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2028 Annual Orange (SC NonTruck Gas PMBW PM10 0.037042 2028 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2028 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2028 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.589766 2028 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2028 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080634 2028 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2028 Annual Orange (SC Truck1 Gas PMBW PM10 0.079719 2028 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.008162 2028 Annual Orange (SC Truck2 Dsl PMTW PM10 0.021972 2028 Annual Orange (SC Truck2 Dsl PMBW PM10 0.101838 2028 Annual Orange (SC Truck2 Gas PMTW PM10 0.012839 2028 Annual Orange (SC Truck2 Gas PMBW PM10 0.123148 2028 Annual Orange (SC Truck2 NG IDLEX PM10 0.02045 2028 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2028 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2029 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.004003 2029 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.00411 2029 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.00478 2029 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.001065 2029 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.001046 2029 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.001271 2029 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.001686 2029 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.001871 2029 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.002532 2029 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.009754 2029 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.009089 2029 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.009729 2029 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.00084 2029 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000828 2029 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001009 2029 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.00396 2029 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003555 2029 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003471 2029 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000774 2029 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000761 2029 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000926 2029 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.003042 2029 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.003008 2029 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.003028 2029 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.013754 2029 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008602 2029 Annual Orange (SC NonTruck Dsl PMBW PM10 0.072294 2029 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2029 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2029 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2029 Annual Orange (SC NonTruck Gas PMBW PM10 0.037048 2029 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2029 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2029 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.569617 2029 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2029 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080651 2029 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2029 Annual Orange (SC Truck1 Gas PMBW PM10 0.0798 2029 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.007275 2029 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022021 2029 Annual Orange (SC Truck2 Dsl PMBW PM10 0.101698 2029 Annual Orange (SC Truck2 Gas PMTW PM10 0.012858 2029 Annual Orange (SC Truck2 Gas PMBW PM10 0.122981 2029 Annual Orange (SC Truck2 NG IDLEX PM10 0.018117 2029 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2029 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2030 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.003483 2030 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.003544 2030 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.00408 2030 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.000996 2030 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000979 2030 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.001189 2030 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.001557 2030 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.001708 2030 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.002287 2030 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.009263 2030 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.008584 2030 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.009108 2030 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000836 2030 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000823 2030 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001003 2030 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003927 2030 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003523 2030 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003438 2030 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000786 2030 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000772 2030 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000941 2030 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002949 2030 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002889 2030 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002899 2030 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.011145 2030 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008599 2030 Annual Orange (SC NonTruck Dsl PMBW PM10 0.071853 2030 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2030 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2030 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2030 Annual Orange (SC NonTruck Gas PMBW PM10 0.037053 2030 Annual Orange (SC NonTruck NG PMTW PM10 0.012 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2030 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2030 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.550487 2030 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2030 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080667 2030 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2030 Annual Orange (SC Truck1 Gas PMBW PM10 0.079875 2030 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.006389 2030 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022069 2030 Annual Orange (SC Truck2 Dsl PMBW PM10 0.10156 2030 Annual Orange (SC Truck2 Gas PMTW PM10 0.012875 2030 Annual Orange (SC Truck2 Gas PMBW PM10 0.122836 2030 Annual Orange (SC Truck2 NG IDLEX PM10 0.016103 2030 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2030 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2031 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.003162 2031 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.003191 2031 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.003651 2031 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.000934 2031 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000918 2031 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.001116 2031 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.00147 2031 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.0016 2031 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.002125 2031 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.008814 2031 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.008125 2031 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.00855 2031 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000832 2031 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000818 2031 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.000997 2031 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003897 2031 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003492 2031 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003407 2031 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000796 2031 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000783 2031 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000953 2031 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.00287 2031 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002786 2031 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002788 2031 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.008857 2031 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008596 2031 Annual Orange (SC NonTruck Dsl PMBW PM10 0.071511 2031 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2031 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2031 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2031 Annual Orange (SC NonTruck Gas PMBW PM10 0.037057 2031 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2031 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2031 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.532289 2031 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2031 Annual Orange (SC Truck1 Dsl PMBW PM10 0.08068 2031 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2031 Annual Orange (SC Truck1 Gas PMBW PM10 0.079944 2031 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.005677 2031 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022107 2031 Annual Orange (SC Truck2 Dsl PMBW PM10 0.101451 2031 Annual Orange (SC Truck2 Gas PMTW PM10 0.012889 2031 Annual Orange (SC Truck2 Gas PMBW PM10 0.122717 2031 Annual Orange (SC Truck2 NG IDLEX PM10 0.014363 2031 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2031 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2032 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.002845 2032 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.002846 2032 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.003235 2032 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.000877 2032 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000862 2032 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.001048 2032 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.001385 2032 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.001492 2032 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.001963 2032 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.008415 2032 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.007722 2032 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.008065 2032 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.00083 2032 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000815 2032 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.000993 2032 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003868 2032 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003463 2032 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003378 2032 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000806 2032 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000792 2032 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000965 2032 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002801 2032 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002697 2032 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002693 2032 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.006924 2032 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008594 2032 Annual Orange (SC NonTruck Dsl PMBW PM10 0.071214 2032 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2032 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2032 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2032 Annual Orange (SC NonTruck Gas PMBW PM10 0.037062 2032 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2032 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2032 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.516278 2032 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2032 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080691 2032 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2032 Annual Orange (SC Truck1 Gas PMBW PM10 0.080006 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2032 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.005138 2032 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022143 2032 Annual Orange (SC Truck2 Dsl PMBW PM10 0.101347 2032 Annual Orange (SC Truck2 Gas PMTW PM10 0.0129 2032 Annual Orange (SC Truck2 Gas PMBW PM10 0.122619 2032 Annual Orange (SC Truck2 NG IDLEX PM10 0.012862 2032 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2032 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2033 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.002519 2033 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.002506 2033 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.002845 2033 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.000826 2033 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000811 2033 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.000987 2033 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.001298 2033 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.001383 2033 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.001797 2033 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.008055 2033 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.007361 2033 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.007636 2033 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000829 2033 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000815 2033 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.000993 2033 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.00384 2033 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003436 2033 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.00335 2033 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000814 2033 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.0008 2033 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000974 2033 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002743 2033 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002622 2033 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002611 2033 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.005487 2033 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008592 2033 Annual Orange (SC NonTruck Dsl PMBW PM10 0.070789 2033 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2033 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2033 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2033 Annual Orange (SC NonTruck Gas PMBW PM10 0.037067 2033 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2033 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2033 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.501253 2033 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2033 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080699 2033 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2033 Annual Orange (SC Truck1 Gas PMBW PM10 0.080061 2033 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.004607 2033 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022179 2033 Annual Orange (SC Truck2 Dsl PMBW PM10 0.101246 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2033 Annual Orange (SC Truck2 Gas PMTW PM10 0.01291 2033 Annual Orange (SC Truck2 Gas PMBW PM10 0.122536 2033 Annual Orange (SC Truck2 NG IDLEX PM10 0.011572 2033 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2033 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2034 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.00231 2034 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.002278 2034 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.002572 2034 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.000778 2034 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000764 2034 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.00093 2034 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.001238 2034 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.001308 2034 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.001682 2034 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.007726 2034 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.007034 2034 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.007252 2034 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000826 2034 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000812 2034 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.000989 2034 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003809 2034 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003405 2034 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003319 2034 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000821 2034 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000808 2034 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000983 2034 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002693 2034 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002557 2034 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002542 2034 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.004205 2034 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008591 2034 Annual Orange (SC NonTruck Dsl PMBW PM10 0.070544 2034 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2034 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2034 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2034 Annual Orange (SC NonTruck Gas PMBW PM10 0.037071 2034 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2034 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2034 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.487074 2034 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2034 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080704 2034 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2034 Annual Orange (SC Truck1 Gas PMBW PM10 0.080113 2034 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.004029 2034 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022212 2034 Annual Orange (SC Truck2 Dsl PMBW PM10 0.101151 2034 Annual Orange (SC Truck2 Gas PMTW PM10 0.012918 2034 Annual Orange (SC Truck2 Gas PMBW PM10 0.122469 2034 Annual Orange (SC Truck2 NG IDLEX PM10 0.010464 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2034 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2034 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2035 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.002122 2035 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.002078 2035 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.002339 2035 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.000734 2035 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000722 2035 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.000878 2035 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.001192 2035 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.001251 2035 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.001595 2035 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.007419 2035 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.006731 2035 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.006898 2035 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000824 2035 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.00081 2035 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.000986 2035 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003782 2035 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003378 2035 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003292 2035 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000828 2035 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000814 2035 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000991 2035 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002651 2035 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002503 2035 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002483 2035 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.003222 2035 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008591 2035 Annual Orange (SC NonTruck Dsl PMBW PM10 0.070332 2035 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2035 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2035 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2035 Annual Orange (SC NonTruck Gas PMBW PM10 0.037075 2035 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2035 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2035 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.473654 2035 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2035 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080708 2035 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2035 Annual Orange (SC Truck1 Gas PMBW PM10 0.080157 2035 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.003542 2035 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022244 2035 Annual Orange (SC Truck2 Dsl PMBW PM10 0.101059 2035 Annual Orange (SC Truck2 Gas PMTW PM10 0.012924 2035 Annual Orange (SC Truck2 Gas PMBW PM10 0.122419 2035 Annual Orange (SC Truck2 NG IDLEX PM10 0.009519 2035 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2035 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2036 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.001983 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2036 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.001926 2036 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.002156 2036 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.000696 2036 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000685 2036 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.000833 2036 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.001154 2036 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.001203 2036 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.001525 2036 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.00715 2036 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.006466 2036 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.006592 2036 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000827 2036 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000813 2036 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.00099 2036 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003767 2036 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003362 2036 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003276 2036 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000834 2036 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000819 2036 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.000998 2036 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002616 2036 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002457 2036 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002433 2036 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.002495 2036 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008591 2036 Annual Orange (SC NonTruck Dsl PMBW PM10 0.070176 2036 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2036 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2036 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2036 Annual Orange (SC NonTruck Gas PMBW PM10 0.03708 2036 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2036 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2036 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.461545 2036 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2036 Annual Orange (SC Truck1 Dsl PMBW PM10 0.08071 2036 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2036 Annual Orange (SC Truck1 Gas PMBW PM10 0.080194 2036 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.003214 2036 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022281 2036 Annual Orange (SC Truck2 Dsl PMBW PM10 0.100953 2036 Annual Orange (SC Truck2 Gas PMTW PM10 0.012928 2036 Annual Orange (SC Truck2 Gas PMBW PM10 0.122378 2036 Annual Orange (SC Truck2 NG IDLEX PM10 0.008709 2036 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2036 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2037 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.001862 2037 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.001794 2037 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.001994 2037 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.000663 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2037 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000652 2037 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.000793 2037 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.00111 2037 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.001148 2037 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.001441 2037 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.006902 2037 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.006223 2037 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.006313 2037 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.00083 2037 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000816 2037 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.000993 2037 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003755 2037 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.00335 2037 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003263 2037 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000838 2037 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000824 2037 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.001003 2037 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002585 2037 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002417 2037 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002391 2037 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.001993 2037 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008592 2037 Annual Orange (SC NonTruck Dsl PMBW PM10 0.070034 2037 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2037 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2037 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2037 Annual Orange (SC NonTruck Gas PMBW PM10 0.037084 2037 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2037 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2037 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.45023 2037 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2037 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080713 2037 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2037 Annual Orange (SC Truck1 Gas PMBW PM10 0.080225 2037 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.00296 2037 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022317 2037 Annual Orange (SC Truck2 Dsl PMBW PM10 0.100851 2037 Annual Orange (SC Truck2 Gas PMTW PM10 0.012932 2037 Annual Orange (SC Truck2 Gas PMBW PM10 0.122346 2037 Annual Orange (SC Truck2 NG IDLEX PM10 0.008012 2037 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2037 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2038 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.001772 2038 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.001698 2038 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.001877 2038 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.000633 2038 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000623 2038 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.000758 2038 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.001073 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2038 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.001101 2038 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.00137 2038 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.006677 2038 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.006004 2038 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.006062 2038 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000831 2038 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000817 2038 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.000995 2038 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003747 2038 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003342 2038 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003254 2038 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000842 2038 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000827 2038 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.001007 2038 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002559 2038 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002383 2038 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002354 2038 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.001718 2038 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008593 2038 Annual Orange (SC NonTruck Dsl PMBW PM10 0.069929 2038 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2038 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2038 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2038 Annual Orange (SC NonTruck Gas PMBW PM10 0.037088 2038 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2038 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2038 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.439777 2038 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2038 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080714 2038 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2038 Annual Orange (SC Truck1 Gas PMBW PM10 0.080252 2038 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.002742 2038 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022352 2038 Annual Orange (SC Truck2 Dsl PMBW PM10 0.100752 2038 Annual Orange (SC Truck2 Gas PMTW PM10 0.012935 2038 Annual Orange (SC Truck2 Gas PMBW PM10 0.122321 2038 Annual Orange (SC Truck2 NG IDLEX PM10 0.007404 2038 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2038 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2039 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.001695 2039 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.001615 2039 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.001774 2039 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.000608 2039 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000597 2039 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.000728 2039 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.001051 2039 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.001074 2039 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.001328 2039 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.006477 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2039 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.00581 2039 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.005841 2039 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000833 2039 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000819 2039 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.000997 2039 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003743 2039 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003337 2039 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003249 2039 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000845 2039 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.00083 2039 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.001011 2039 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002536 2039 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002354 2039 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002322 2039 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.00156 2039 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008594 2039 Annual Orange (SC NonTruck Dsl PMBW PM10 0.069832 2039 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2039 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2039 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2039 Annual Orange (SC NonTruck Gas PMBW PM10 0.037092 2039 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2039 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2039 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.430422 2039 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2039 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080715 2039 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2039 Annual Orange (SC Truck1 Gas PMBW PM10 0.080276 2039 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.002571 2039 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022385 2039 Annual Orange (SC Truck2 Dsl PMBW PM10 0.100655 2039 Annual Orange (SC Truck2 Gas PMTW PM10 0.012937 2039 Annual Orange (SC Truck2 Gas PMBW PM10 0.122301 2039 Annual Orange (SC Truck2 NG IDLEX PM10 0.006864 2039 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2039 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2040 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.001633 2040 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.001549 2040 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.001691 2040 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.000585 2040 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000576 2040 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.000701 2040 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.001025 2040 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.001041 2040 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.001278 2040 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.006305 2040 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.005644 2040 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.005652 2040 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000834 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2040 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000819 2040 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.000998 2040 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003741 2040 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003334 2040 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003245 2040 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000847 2040 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000833 2040 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.001014 2040 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002515 2040 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002327 2040 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002293 2040 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.001446 2040 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008595 2040 Annual Orange (SC NonTruck Dsl PMBW PM10 0.069751 2040 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2040 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2040 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2040 Annual Orange (SC NonTruck Gas PMBW PM10 0.037095 2040 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2040 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2040 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.42208 2040 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2040 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080715 2040 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2040 Annual Orange (SC Truck1 Gas PMBW PM10 0.080298 2040 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.002413 2040 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022418 2040 Annual Orange (SC Truck2 Dsl PMBW PM10 0.100563 2040 Annual Orange (SC Truck2 Gas PMTW PM10 0.012939 2040 Annual Orange (SC Truck2 Gas PMBW PM10 0.122286 2040 Annual Orange (SC Truck2 NG IDLEX PM10 0.006382 2040 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2040 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2041 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.001584 2041 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.001495 2041 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.001622 2041 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.000568 2041 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000558 2041 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.00068 2041 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.000999 2041 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.001008 2041 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.001228 2041 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.006157 2041 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.0055 2041 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.00549 2041 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000836 2041 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000822 2041 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001001 2041 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003738 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2041 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003331 2041 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003242 2041 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000849 2041 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000834 2041 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.001016 2041 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002496 2041 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002302 2041 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002266 2041 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.001411 2041 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008597 2041 Annual Orange (SC NonTruck Dsl PMBW PM10 0.069677 2041 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2041 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2041 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2041 Annual Orange (SC NonTruck Gas PMBW PM10 0.037098 2041 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2041 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2041 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.41469 2041 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2041 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080714 2041 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2041 Annual Orange (SC Truck1 Gas PMBW PM10 0.080319 2041 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.002282 2041 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022434 2041 Annual Orange (SC Truck2 Dsl PMBW PM10 0.100515 2041 Annual Orange (SC Truck2 Gas PMTW PM10 0.012941 2041 Annual Orange (SC Truck2 Gas PMBW PM10 0.122273 2041 Annual Orange (SC Truck2 NG IDLEX PM10 0.005926 2041 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2041 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2042 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.001472 2042 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.001362 2042 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.001422 2042 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.000553 2042 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000544 2042 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.000662 2042 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.000947 2042 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.000945 2042 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.001126 2042 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.006032 2042 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.00538 2042 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.005354 2042 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000839 2042 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000824 2042 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001004 2042 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003738 2042 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003329 2042 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.00324 2042 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.00085 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2042 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000836 2042 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.001018 2042 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002477 2042 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002278 2042 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002241 2042 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.001411 2042 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008598 2042 Annual Orange (SC NonTruck Dsl PMBW PM10 0.069449 2042 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2042 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2042 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2042 Annual Orange (SC NonTruck Gas PMBW PM10 0.037101 2042 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2042 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2042 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.408233 2042 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2042 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080713 2042 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2042 Annual Orange (SC Truck1 Gas PMBW PM10 0.080337 2042 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.002144 2042 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022461 2042 Annual Orange (SC Truck2 Dsl PMBW PM10 0.100439 2042 Annual Orange (SC Truck2 Gas PMTW PM10 0.012942 2042 Annual Orange (SC Truck2 Gas PMBW PM10 0.122263 2042 Annual Orange (SC Truck2 NG IDLEX PM10 0.005503 2042 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2042 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2043 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.001425 2043 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.001308 2043 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.001344 2043 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.00054 2043 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000532 2043 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.000647 2043 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.000921 2043 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.000911 2043 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.001074 2043 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.005928 2043 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.00528 2043 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.005243 2043 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000841 2043 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000826 2043 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001006 2043 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003739 2043 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.00333 2043 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.00324 2043 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000852 2043 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000837 2043 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.001019 2043 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002458 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2043 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002253 2043 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002214 2043 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.001412 2043 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008599 2043 Annual Orange (SC NonTruck Dsl PMBW PM10 0.069363 2043 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2043 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2043 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2043 Annual Orange (SC NonTruck Gas PMBW PM10 0.037103 2043 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2043 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2043 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.402599 2043 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2043 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080711 2043 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2043 Annual Orange (SC Truck1 Gas PMBW PM10 0.080353 2043 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.002049 2043 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022487 2043 Annual Orange (SC Truck2 Dsl PMBW PM10 0.100365 2043 Annual Orange (SC Truck2 Gas PMTW PM10 0.012943 2043 Annual Orange (SC Truck2 Gas PMBW PM10 0.122255 2043 Annual Orange (SC Truck2 NG IDLEX PM10 0.005081 2043 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2043 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2044 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.001404 2044 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.001284 2044 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.001312 2044 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.00053 2044 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000522 2044 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.000635 2044 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.000905 2044 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.000892 2044 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.001045 2044 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.005832 2044 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.005187 2044 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.005137 2044 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000842 2044 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000828 2044 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001008 2044 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003741 2044 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.00333 2044 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003241 2044 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000853 2044 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000838 2044 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.001021 2044 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002439 2044 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002228 2044 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002187 2044 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.001413 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2044 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008602 2044 Annual Orange (SC NonTruck Dsl PMBW PM10 0.069333 2044 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 2044 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2044 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2044 Annual Orange (SC NonTruck Gas PMBW PM10 0.037104 2044 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2044 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2044 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.397455 2044 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2044 Annual Orange (SC Truck1 Dsl PMBW PM10 0.08071 2044 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2044 Annual Orange (SC Truck1 Gas PMBW PM10 0.08037 2044 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.001945 2044 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022512 2044 Annual Orange (SC Truck2 Dsl PMBW PM10 0.100294 2044 Annual Orange (SC Truck2 Gas PMTW PM10 0.012944 2044 Annual Orange (SC Truck2 Gas PMBW PM10 0.122249 2044 Annual Orange (SC Truck2 NG IDLEX PM10 0.004671 2044 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2044 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2045 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.001379 2045 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.001255 2045 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.001272 2045 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.000522 2045 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000514 2045 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.000625 2045 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.000856 2045 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.000831 2045 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.000947 2045 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.00575 2045 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.005107 2045 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.005046 2045 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000843 2045 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.000829 2045 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.001009 2045 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003742 2045 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003331 2045 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003241 2045 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000854 2045 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.000839 2045 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.001022 2045 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002418 2045 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002201 2045 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002157 2045 Annual Orange (SC NonTruck Dsl IDLEX PM10 0.001413 2045 Annual Orange (SC NonTruck Dsl PMTW PM10 0.008603 2045 Annual Orange (SC NonTruck Dsl PMBW PM10 0.069266 2045 Annual Orange (SC NonTruck Elec PMTW PM10 0.008 calendar_y season_mosub_area vehicle_cla fuel tempera relative_huprocess speed_ti pollutant emission_r 2045 Annual Orange (SC NonTruck Elec PMBW PM10 0.03675 2045 Annual Orange (SC NonTruck Gas PMTW PM10 0.007987 2045 Annual Orange (SC NonTruck Gas PMBW PM10 0.037105 2045 Annual Orange (SC NonTruck NG PMTW PM10 0.012 2045 Annual Orange (SC NonTruck NG PMBW PM10 0.84182 2045 Annual Orange (SC Truck1 Dsl IDLEX PM10 0.392939 2045 Annual Orange (SC Truck1 Dsl PMTW PM10 0.012 2045 Annual Orange (SC Truck1 Dsl PMBW PM10 0.080708 2045 Annual Orange (SC Truck1 Gas PMTW PM10 0.008 2045 Annual Orange (SC Truck1 Gas PMBW PM10 0.080387 2045 Annual Orange (SC Truck2 Dsl IDLEX PM10 0.001846 2045 Annual Orange (SC Truck2 Dsl PMTW PM10 0.022536 2045 Annual Orange (SC Truck2 Dsl PMBW PM10 0.100225 2045 Annual Orange (SC Truck2 Gas PMTW PM10 0.012944 2045 Annual Orange (SC Truck2 Gas PMBW PM10 0.122244 2045 Annual Orange (SC Truck2 NG IDLEX PM10 0.004231 2045 Annual Orange (SC Truck2 NG PMTW PM10 0.036 2045 Annual Orange (SC Truck2 NG PMBW PM10 0.06174 2046 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 45 PM10 0.00135 2046 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 55 PM10 0.001222 2046 Annual Orange (SC NonTruck Dsl 68 50 RUNEX 65 PM10 0.001223 2046 Annual Orange (SC NonTruck Gas 68 50 RUNEX 45 PM10 0.000516 2046 Annual Orange (SC NonTruck Gas 68 50 RUNEX 55 PM10 0.000507 2046 Annual Orange (SC NonTruck Gas 68 50 RUNEX 65 PM10 0.000618 2046 Annual Orange (SC NonTruck NG 68 50 RUNEX 45 PM10 0.00073 2046 Annual Orange (SC NonTruck NG 68 50 RUNEX 55 PM10 0.000676 2046 Annual Orange (SC NonTruck NG 68 50 RUNEX 65 PM10 0.000696 2046 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 45 PM10 0.005673 2046 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 55 PM10 0.005032 2046 Annual Orange (SC Truck1 Dsl 68 50 RUNEX 65 PM10 0.004959 2046 Annual Orange (SC Truck1 Gas 68 50 RUNEX 45 PM10 0.000844 2046 Annual Orange (SC Truck1 Gas 68 50 RUNEX 55 PM10 0.00083 2046 Annual Orange (SC Truck1 Gas 68 50 RUNEX 65 PM10 0.00101 2046 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 45 PM10 0.003744 2046 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 55 PM10 0.003332 2046 Annual Orange (SC Truck2 Dsl 68 50 RUNEX 65 PM10 0.003241 2046 Annual Orange (SC Truck2 Gas 68 50 RUNEX 45 PM10 0.000854 2046 Annual Orange (SC Truck2 Gas 68 50 RUNEX 55 PM10 0.00084 2046 Annual Orange (SC Truck2 Gas 68 50 RUNEX 65 PM10 0.001022 2046 Annual Orange (SC Truck2 NG 68 50 RUNEX 45 PM10 0.002393 2046 Annual Orange (SC Truck2 NG 68 50 RUNEX 55 PM10 0.002169 2046 Annual Orange (SC Truck2 NG 68 50 RUNEX 65 PM10 0.002123 OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Appendix C APPENDIX C AERMOD Model Years 2019-2021 PM10 Cancer Risk Printouts ** **************************************** ** ** AERMOD Input Produced by: ** AERMOD View Ver. 9.3.0 ** Lakes Environmental Software Inc. ** Date: 3/11/2017 ** File: C:\Vista Env\2017\17007 Anaheim\AERMOD\Cancer19-21\Cancer19- 21.ADI ** **************************************** ** ** **************************************** ** AERMOD Control Pathway **************************************** ** ** CO STARTING TITLEONE Anaheim OC Link Residential Apartments TITLETWO PM10 Cancer Risk 2019 to 2021 MODELOPT DFAULT CONC AVERTIME 24 ANNUAL URBANOPT 3010759 Orange_County POLLUTID PM_10 RUNORNOT RUN ERRORFIL Cancer19-21.err CO FINISHED ** **************************************** ** AERMOD Source Pathway **************************************** ** ** SO STARTING ** Source Location ** ** Source ID - Type - X Coord. - Y Coord. ** ** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = LAPALMA ** DESCRSRC La Palma Avenue ** PREFIX ** Length of Side = 24.38 ** Configuration = Adjacent ** Emission Rate = 0.000146 ** Vertical Dimension = 1.83 ** SZINIT = 0.85 ** Nodes = 7 ** 421777.087, 3746298.902, 85.94, 0.00, 11.34 ** 422076.430, 3746383.133, 88.96, 0.00, 11.34 ** 422137.617, 3746403.973, 89.01, 0.00, 11.34 ** 422206.040, 3746440.197, 89.87, 0.00, 11.34 ** 422262.389, 3746455.147, 89.94, 0.00, 11.34 ** 422319.887, 3746456.872, 90.00, 0.00, 11.34 ** 422527.367, 3746450.366, 90.00, 0.00, 11.34 ** --------------------------------------------------------------------- LOCATION L0000402 VOLUME 421788.823 3746302.205 86.38 LOCATION L0000403 VOLUME 421812.295 3746308.809 86.75 LOCATION L0000404 VOLUME 421835.768 3746315.414 87.00 LOCATION L0000405 VOLUME 421859.240 3746322.019 87.00 LOCATION L0000406 VOLUME 421882.713 3746328.624 87.00 LOCATION L0000407 VOLUME 421906.185 3746335.229 87.00 LOCATION L0000408 VOLUME 421929.658 3746341.833 87.26 LOCATION L0000409 VOLUME 421953.130 3746348.438 87.57 LOCATION L0000410 VOLUME 421976.603 3746355.043 87.87 LOCATION L0000411 VOLUME 422000.075 3746361.648 88.18 LOCATION L0000412 VOLUME 422023.548 3746368.253 88.48 LOCATION L0000413 VOLUME 422047.020 3746374.857 88.78 LOCATION L0000414 VOLUME 422070.492 3746381.462 89.00 LOCATION L0000415 VOLUME 422093.673 3746389.006 89.00 LOCATION L0000416 VOLUME 422116.755 3746396.868 89.00 LOCATION L0000417 VOLUME 422139.690 3746405.071 89.00 LOCATION L0000418 VOLUME 422161.240 3746416.480 89.26 LOCATION L0000419 VOLUME 422182.790 3746427.888 89.54 LOCATION L0000420 VOLUME 422204.340 3746439.297 89.82 LOCATION L0000421 VOLUME 422227.750 3746445.957 90.00 LOCATION L0000422 VOLUME 422251.319 3746452.210 90.00 LOCATION L0000423 VOLUME 422275.314 3746455.535 90.00 LOCATION L0000424 VOLUME 422299.687 3746456.266 90.00 LOCATION L0000425 VOLUME 422324.060 3746456.741 90.00 LOCATION L0000426 VOLUME 422348.432 3746455.977 90.00 LOCATION L0000427 VOLUME 422372.804 3746455.213 90.00 LOCATION L0000428 VOLUME 422397.176 3746454.448 90.00 LOCATION L0000429 VOLUME 422421.548 3746453.684 90.00 LOCATION L0000430 VOLUME 422445.920 3746452.920 90.00 LOCATION L0000431 VOLUME 422470.292 3746452.156 90.00 LOCATION L0000432 VOLUME 422494.664 3746451.391 90.00 LOCATION L0000433 VOLUME 422519.036 3746450.627 90.00 ** End of LINE VOLUME Source ID = LAPALMA ** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = TUSTIN ** DESCRSRC Tustin Ave ** PREFIX ** Length of Side = 35.36 ** Configuration = Adjacent ** Emission Rate = 0.000426 ** Vertical Dimension = 1.83 ** SZINIT = 0.85 ** Nodes = 10 ** 422443.912, 3746847.551, 90.00, 0.00, 16.45 ** 422484.810, 3746795.600, 90.00, 0.00, 16.45 ** 422520.181, 3746735.912, 90.00, 0.00, 16.45 ** 422545.603, 3746659.644, 90.00, 0.00, 16.45 ** 422548.919, 3746550.215, 90.00, 0.00, 16.45 ** 422542.287, 3746410.942, 90.00, 0.00, 16.45 ** 422534.747, 3746262.937, 90.00, 0.00, 16.45 ** 422529.110, 3746192.471, 90.00, 0.00, 16.45 ** 422510.319, 3746095.697, 90.16, 0.00, 16.45 ** 422483.688, 3745990.592, 90.62, 0.00, 16.45 ** --------------------------------------------------------------------- LOCATION L0000334 VOLUME 422454.848 3746833.660 90.00 LOCATION L0000335 VOLUME 422476.718 3746805.879 90.00 LOCATION L0000336 VOLUME 422496.166 3746776.437 90.00 LOCATION L0000337 VOLUME 422514.191 3746746.020 90.00 LOCATION L0000338 VOLUME 422527.646 3746713.516 90.00 LOCATION L0000339 VOLUME 422538.827 3746679.974 90.00 LOCATION L0000340 VOLUME 422546.025 3746645.723 90.00 LOCATION L0000341 VOLUME 422547.096 3746610.383 90.00 LOCATION L0000342 VOLUME 422548.167 3746575.042 90.00 LOCATION L0000343 VOLUME 422548.419 3746539.709 90.00 LOCATION L0000344 VOLUME 422546.737 3746504.392 90.00 LOCATION L0000345 VOLUME 422545.056 3746469.075 90.00 LOCATION L0000346 VOLUME 422543.374 3746433.758 90.00 LOCATION L0000347 VOLUME 422541.651 3746398.444 90.00 LOCATION L0000348 VOLUME 422539.852 3746363.133 90.00 LOCATION L0000349 VOLUME 422538.053 3746327.822 90.00 LOCATION L0000350 VOLUME 422536.254 3746292.511 90.00 LOCATION L0000351 VOLUME 422534.289 3746257.210 90.00 LOCATION L0000352 VOLUME 422531.470 3746221.966 90.00 LOCATION L0000353 VOLUME 422528.011 3746186.809 90.01 LOCATION L0000354 VOLUME 422521.271 3746152.101 90.00 LOCATION L0000355 VOLUME 422514.532 3746117.392 90.00 LOCATION L0000356 VOLUME 422507.063 3746082.847 90.29 LOCATION L0000357 VOLUME 422498.379 3746048.573 90.50 LOCATION L0000358 VOLUME 422489.695 3746014.299 90.56 ** End of LINE VOLUME Source ID = TUSTIN ** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SR91 ** DESCRSRC State Route 91 ** PREFIX ** Length of Side = 28.04 ** Configuration = Adjacent ** Emission Rate = 0.00507 ** Vertical Dimension = 1.83 ** SZINIT = 0.85 ** Nodes = 10 ** 421774.855, 3745891.117, 85.54, 0.00, 13.04 ** 422020.904, 3745962.763, 88.55, 0.00, 13.04 ** 422123.660, 3745991.988, 89.08, 0.00, 13.04 ** 422198.135, 3746004.243, 89.86, 0.00, 13.04 ** 422321.631, 3746000.472, 90.00, 0.00, 13.04 ** 422425.330, 3745985.388, 90.09, 0.00, 13.04 ** 422516.993, 3745951.772, 90.98, 0.00, 13.04 ** 422621.966, 3745886.064, 92.23, 0.00, 13.04 ** 422723.685, 3745804.719, 93.43, 0.00, 13.04 ** 422860.105, 3745676.063, 95.51, 0.00, 13.04 ** --------------------------------------------------------------------- LOCATION L0000359 VOLUME 421788.316 3745895.037 85.48 LOCATION L0000360 VOLUME 421815.240 3745902.876 85.83 LOCATION L0000361 VOLUME 421842.163 3745910.716 86.18 LOCATION L0000362 VOLUME 421869.087 3745918.556 86.52 LOCATION L0000363 VOLUME 421896.010 3745926.396 86.87 LOCATION L0000364 VOLUME 421922.933 3745934.235 87.22 LOCATION L0000365 VOLUME 421949.857 3745942.075 87.57 LOCATION L0000366 VOLUME 421976.780 3745949.915 87.92 LOCATION L0000367 VOLUME 422003.704 3745957.755 88.27 LOCATION L0000368 VOLUME 422030.645 3745965.534 88.61 LOCATION L0000369 VOLUME 422057.616 3745973.204 88.96 LOCATION L0000370 VOLUME 422084.588 3745980.875 89.00 LOCATION L0000371 VOLUME 422111.560 3745988.546 89.00 LOCATION L0000372 VOLUME 422138.917 3745994.498 89.02 LOCATION L0000373 VOLUME 422166.587 3745999.051 89.37 LOCATION L0000374 VOLUME 422194.256 3746003.605 89.73 LOCATION L0000375 VOLUME 422222.234 3746003.507 90.00 LOCATION L0000376 VOLUME 422250.263 3746002.651 90.00 LOCATION L0000377 VOLUME 422278.291 3746001.795 90.00 LOCATION L0000378 VOLUME 422306.320 3746000.939 90.00 LOCATION L0000379 VOLUME 422334.222 3745998.641 90.00 LOCATION L0000380 VOLUME 422361.971 3745994.604 90.00 LOCATION L0000381 VOLUME 422389.721 3745990.568 90.00 LOCATION L0000382 VOLUME 422417.471 3745986.532 90.00 LOCATION L0000383 VOLUME 422444.200 3745978.468 90.00 LOCATION L0000384 VOLUME 422470.527 3745968.813 90.32 LOCATION L0000385 VOLUME 422496.854 3745959.158 90.66 LOCATION L0000386 VOLUME 422522.580 3745948.275 91.00 LOCATION L0000387 VOLUME 422546.349 3745933.396 91.30 LOCATION L0000388 VOLUME 422570.118 3745918.518 91.62 LOCATION L0000389 VOLUME 422593.887 3745903.640 91.93 LOCATION L0000390 VOLUME 422617.656 3745888.761 92.11 LOCATION L0000391 VOLUME 422639.895 3745871.726 92.34 LOCATION L0000392 VOLUME 422661.795 3745854.212 92.68 LOCATION L0000393 VOLUME 422683.695 3745836.699 93.10 LOCATION L0000394 VOLUME 422705.595 3745819.186 93.38 LOCATION L0000395 VOLUME 422727.234 3745801.372 93.67 LOCATION L0000396 VOLUME 422747.635 3745782.132 93.93 LOCATION L0000397 VOLUME 422768.035 3745762.893 94.16 LOCATION L0000398 VOLUME 422788.436 3745743.654 94.47 LOCATION L0000399 VOLUME 422808.836 3745724.414 94.73 LOCATION L0000400 VOLUME 422829.236 3745705.175 95.00 LOCATION L0000401 VOLUME 422849.637 3745685.935 95.27 ** End of LINE VOLUME Source ID = SR91 LOCATION IDMETRO POINT 422238.090 3746310.320 90.000 ** DESCRSRC Metrolink Train Idling LOCATION AUTOBODY POINT 422095.220 3746340.820 89.000 ** DESCRSRC Anaheim Hills Auto Body ** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = TRAIN ** DESCRSRC BNSF Railroad & Metrolink ** PREFIX ** Length of Side = 4.00 ** Configuration = Adjacent ** Emission Rate = 0.000315 ** Vertical Dimension = 5.60 ** SZINIT = 2.60 ** Nodes = 4 ** 422156.384, 3746023.487, 89.09, 0.00, 1.86 ** 422188.049, 3746132.500, 89.67, 0.00, 1.86 ** 422228.978, 3746272.717, 89.92, 0.00, 1.86 ** 422275.586, 3746442.280, 89.94, 0.00, 1.86 ** --------------------------------------------------------------------- LOCATION L0000434 VOLUME 422156.942 3746025.408 89.10 LOCATION L0000435 VOLUME 422158.057 3746029.249 89.12 LOCATION L0000436 VOLUME 422159.173 3746033.090 89.14 LOCATION L0000437 VOLUME 422160.289 3746036.931 89.16 LOCATION L0000438 VOLUME 422161.405 3746040.773 89.18 LOCATION L0000439 VOLUME 422162.521 3746044.614 89.20 LOCATION L0000440 VOLUME 422163.636 3746048.455 89.22 LOCATION L0000441 VOLUME 422164.752 3746052.296 89.24 LOCATION L0000442 VOLUME 422165.868 3746056.137 89.26 LOCATION L0000443 VOLUME 422166.984 3746059.979 89.28 LOCATION L0000444 VOLUME 422168.100 3746063.820 89.30 LOCATION L0000445 VOLUME 422169.215 3746067.661 89.33 LOCATION L0000446 VOLUME 422170.331 3746071.502 89.35 LOCATION L0000447 VOLUME 422171.447 3746075.344 89.37 LOCATION L0000448 VOLUME 422172.563 3746079.185 89.39 LOCATION L0000449 VOLUME 422173.678 3746083.026 89.41 LOCATION L0000450 VOLUME 422174.794 3746086.867 89.43 LOCATION L0000451 VOLUME 422175.910 3746090.709 89.45 LOCATION L0000452 VOLUME 422177.026 3746094.550 89.47 LOCATION L0000453 VOLUME 422178.142 3746098.391 89.49 LOCATION L0000454 VOLUME 422179.257 3746102.232 89.51 LOCATION L0000455 VOLUME 422180.373 3746106.073 89.53 LOCATION L0000456 VOLUME 422181.489 3746109.915 89.55 LOCATION L0000457 VOLUME 422182.605 3746113.756 89.57 LOCATION L0000458 VOLUME 422183.721 3746117.597 89.59 LOCATION L0000459 VOLUME 422184.836 3746121.438 89.61 LOCATION L0000460 VOLUME 422185.952 3746125.280 89.63 LOCATION L0000461 VOLUME 422187.068 3746129.121 89.65 LOCATION L0000462 VOLUME 422188.184 3746132.962 89.67 LOCATION L0000463 VOLUME 422189.305 3746136.802 89.68 LOCATION L0000464 VOLUME 422190.426 3746140.641 89.68 LOCATION L0000465 VOLUME 422191.547 3746144.481 89.69 LOCATION L0000466 VOLUME 422192.668 3746148.321 89.70 LOCATION L0000467 VOLUME 422193.788 3746152.161 89.71 LOCATION L0000468 VOLUME 422194.909 3746156.000 89.71 LOCATION L0000469 VOLUME 422196.030 3746159.840 89.72 LOCATION L0000470 VOLUME 422197.151 3746163.680 89.73 LOCATION L0000471 VOLUME 422198.272 3746167.520 89.73 LOCATION L0000472 VOLUME 422199.392 3746171.359 89.74 LOCATION L0000473 VOLUME 422200.513 3746175.199 89.75 LOCATION L0000474 VOLUME 422201.634 3746179.039 89.75 LOCATION L0000475 VOLUME 422202.755 3746182.879 89.76 LOCATION L0000476 VOLUME 422203.876 3746186.719 89.77 LOCATION L0000477 VOLUME 422204.996 3746190.558 89.77 LOCATION L0000478 VOLUME 422206.117 3746194.398 89.78 LOCATION L0000479 VOLUME 422207.238 3746198.238 89.79 LOCATION L0000480 VOLUME 422208.359 3746202.078 89.79 LOCATION L0000481 VOLUME 422209.480 3746205.917 89.80 LOCATION L0000482 VOLUME 422210.601 3746209.757 89.81 LOCATION L0000483 VOLUME 422211.721 3746213.597 89.81 LOCATION L0000484 VOLUME 422212.842 3746217.437 89.82 LOCATION L0000485 VOLUME 422213.963 3746221.276 89.83 LOCATION L0000486 VOLUME 422215.084 3746225.116 89.84 LOCATION L0000487 VOLUME 422216.205 3746228.956 89.84 LOCATION L0000488 VOLUME 422217.325 3746232.796 89.85 LOCATION L0000489 VOLUME 422218.446 3746236.635 89.86 LOCATION L0000490 VOLUME 422219.567 3746240.475 89.86 LOCATION L0000491 VOLUME 422220.688 3746244.315 89.87 LOCATION L0000492 VOLUME 422221.809 3746248.155 89.88 LOCATION L0000493 VOLUME 422222.929 3746251.995 89.88 LOCATION L0000494 VOLUME 422224.050 3746255.834 89.89 LOCATION L0000495 VOLUME 422225.171 3746259.674 89.90 LOCATION L0000496 VOLUME 422226.292 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L0000515 VOLUME 422246.580 3746336.755 89.93 LOCATION L0000516 VOLUME 422247.640 3746340.612 89.93 LOCATION L0000517 VOLUME 422248.701 3746344.469 89.93 LOCATION L0000518 VOLUME 422249.761 3746348.326 89.93 LOCATION L0000519 VOLUME 422250.821 3746352.182 89.93 LOCATION L0000520 VOLUME 422251.881 3746356.039 89.93 LOCATION L0000521 VOLUME 422252.941 3746359.896 89.93 LOCATION L0000522 VOLUME 422254.001 3746363.753 89.93 LOCATION L0000523 VOLUME 422255.062 3746367.610 89.93 LOCATION L0000524 VOLUME 422256.122 3746371.467 89.93 LOCATION L0000525 VOLUME 422257.182 3746375.324 89.93 LOCATION L0000526 VOLUME 422258.242 3746379.181 89.93 LOCATION L0000527 VOLUME 422259.302 3746383.038 89.93 LOCATION L0000528 VOLUME 422260.362 3746386.895 89.93 LOCATION L0000529 VOLUME 422261.422 3746390.752 89.93 LOCATION L0000530 VOLUME 422262.483 3746394.609 89.93 LOCATION L0000531 VOLUME 422263.543 3746398.466 89.93 LOCATION L0000532 VOLUME 422264.603 3746402.323 89.94 LOCATION L0000533 VOLUME 422265.663 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0.000117907 0.00 13.04 0.85 SRCPARAM L0000394 0.000117907 0.00 13.04 0.85 SRCPARAM L0000395 0.000117907 0.00 13.04 0.85 SRCPARAM L0000396 0.000117907 0.00 13.04 0.85 SRCPARAM L0000397 0.000117907 0.00 13.04 0.85 SRCPARAM L0000398 0.000117907 0.00 13.04 0.85 SRCPARAM L0000399 0.000117907 0.00 13.04 0.85 SRCPARAM L0000400 0.000117907 0.00 13.04 0.85 SRCPARAM L0000401 0.000117907 0.00 13.04 0.85 ** --------------------------------------------------------------------- SRCPARAM IDMETRO 0.00003179 4.600 351.000 3.73000 0.670 SRCPARAM AUTOBODY 7.818E-08 9.144 366.000 5.00000 1.000 ** LINE VOLUME Source ID = TRAIN SRCPARAM L0000434 0.00000289 0.00 1.86 2.60 SRCPARAM L0000435 0.00000289 0.00 1.86 2.60 SRCPARAM L0000436 0.00000289 0.00 1.86 2.60 SRCPARAM L0000437 0.00000289 0.00 1.86 2.60 SRCPARAM L0000438 0.00000289 0.00 1.86 2.60 SRCPARAM L0000439 0.00000289 0.00 1.86 2.60 SRCPARAM L0000440 0.00000289 0.00 1.86 2.60 SRCPARAM L0000441 0.00000289 0.00 1.86 2.60 SRCPARAM L0000442 0.00000289 0.00 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SRCPARAM L0000488 0.00000289 0.00 1.86 2.60 SRCPARAM L0000489 0.00000289 0.00 1.86 2.60 SRCPARAM L0000490 0.00000289 0.00 1.86 2.60 SRCPARAM L0000491 0.00000289 0.00 1.86 2.60 SRCPARAM L0000492 0.00000289 0.00 1.86 2.60 SRCPARAM L0000493 0.00000289 0.00 1.86 2.60 SRCPARAM L0000494 0.00000289 0.00 1.86 2.60 SRCPARAM L0000495 0.00000289 0.00 1.86 2.60 SRCPARAM L0000496 0.00000289 0.00 1.86 2.60 SRCPARAM L0000497 0.00000289 0.00 1.86 2.60 SRCPARAM L0000498 0.00000289 0.00 1.86 2.60 SRCPARAM L0000499 0.00000289 0.00 1.86 2.60 SRCPARAM L0000500 0.00000289 0.00 1.86 2.60 SRCPARAM L0000501 0.00000289 0.00 1.86 2.60 SRCPARAM L0000502 0.00000289 0.00 1.86 2.60 SRCPARAM L0000503 0.00000289 0.00 1.86 2.60 SRCPARAM L0000504 0.00000289 0.00 1.86 2.60 SRCPARAM L0000505 0.00000289 0.00 1.86 2.60 SRCPARAM L0000506 0.00000289 0.00 1.86 2.60 SRCPARAM L0000507 0.00000289 0.00 1.86 2.60 SRCPARAM L0000508 0.00000289 0.00 1.86 2.60 SRCPARAM L0000509 0.00000289 0.00 1.86 2.60 SRCPARAM L0000510 0.00000289 0.00 1.86 2.60 SRCPARAM L0000511 0.00000289 0.00 1.86 2.60 SRCPARAM L0000512 0.00000289 0.00 1.86 2.60 SRCPARAM L0000513 0.00000289 0.00 1.86 2.60 SRCPARAM L0000514 0.00000289 0.00 1.86 2.60 SRCPARAM L0000515 0.00000289 0.00 1.86 2.60 SRCPARAM L0000516 0.00000289 0.00 1.86 2.60 SRCPARAM L0000517 0.00000289 0.00 1.86 2.60 SRCPARAM L0000518 0.00000289 0.00 1.86 2.60 SRCPARAM L0000519 0.00000289 0.00 1.86 2.60 SRCPARAM L0000520 0.00000289 0.00 1.86 2.60 SRCPARAM L0000521 0.00000289 0.00 1.86 2.60 SRCPARAM L0000522 0.00000289 0.00 1.86 2.60 SRCPARAM L0000523 0.00000289 0.00 1.86 2.60 SRCPARAM L0000524 0.00000289 0.00 1.86 2.60 SRCPARAM L0000525 0.00000289 0.00 1.86 2.60 SRCPARAM L0000526 0.00000289 0.00 1.86 2.60 SRCPARAM L0000527 0.00000289 0.00 1.86 2.60 SRCPARAM L0000528 0.00000289 0.00 1.86 2.60 SRCPARAM L0000529 0.00000289 0.00 1.86 2.60 SRCPARAM L0000530 0.00000289 0.00 1.86 2.60 SRCPARAM L0000531 0.00000289 0.00 1.86 2.60 SRCPARAM L0000532 0.00000289 0.00 1.86 2.60 SRCPARAM L0000533 0.00000289 0.00 1.86 2.60 SRCPARAM L0000534 0.00000289 0.00 1.86 2.60 SRCPARAM L0000535 0.00000289 0.00 1.86 2.60 SRCPARAM L0000536 0.00000289 0.00 1.86 2.60 SRCPARAM L0000537 0.00000289 0.00 1.86 2.60 SRCPARAM L0000538 0.00000289 0.00 1.86 2.60 SRCPARAM L0000539 0.00000289 0.00 1.86 2.60 SRCPARAM L0000540 0.00000289 0.00 1.86 2.60 SRCPARAM L0000541 0.00000289 0.00 1.86 2.60 SRCPARAM L0000542 0.00000289 0.00 1.86 2.60 ** --------------------------------------------------------------------- URBANSRC ALL SRCGROUP ALL SO FINISHED ** **************************************** ** AERMOD Receptor Pathway **************************************** ** ** RE STARTING INCLUDED Cancer19-21.rou RE FINISHED ** **************************************** ** AERMOD Meteorology Pathway **************************************** ** ** ME STARTING SURFFILE ..\anah8.sfc PROFFILE ..\anah8.PFL SURFDATA 0 2006 Anaheim 413140.00 3743570.00 UAIRDATA 3190 2006 SITEDATA 99999 2006 PROFBASE 41.0 METERS ME FINISHED ** **************************************** ** AERMOD Output Pathway **************************************** ** ** OU STARTING RECTABLE ALLAVE 1ST RECTABLE 24 1ST ** Auto-Generated Plotfiles PLOTFILE 24 ALL 1ST CANCER19-21.AD\24H1GALL.PLT 31 PLOTFILE ANNUAL ALL CANCER19-21.AD\AN00GALL.PLT 32 SUMMFILE Cancer19-21.sum OU FINISHED ** **************************************** ** Project Parameters **************************************** ** PROJCTN CoordinateSystemUTM ** DESCPTN UTM: Universal Transverse Mercator ** DATUM World Geodetic System 1984 ** DTMRGN Global Definition ** UNITS m ** ZONE 11 ** ZONEINX 0 ** * A E R M O D ( 1 6 2 1 6 r ) : A n a h e i m O C L i n k R e s i d e n t i a l A p a r t m e n t s 0 3 / 1 1 / 1 7 * A E R M E T ( 1 4 1 3 4 ) : 2 1 : 4 7 : 4 4 * M O D E L I N G O P T I O N S U S E D : R e g D F A U L T C O N C E L E V U R B A N * P L O T F I L E O F A N N U A L V A L U E S A V E R A G E D A C R O S S 5 Y E A R S F O R S O U R C E G R O U P : A L L * F O R A T O T A L O F 8 R E C E P T O R S . * F O R M A T : ( 3 ( 1 X , F 1 3 . 5 ) , 3 ( 1 X , F 8 . 2 ) , 2 X , A 6 , 2 X , A 8 , 2 X , I 8 . 8 , 2 X , A 8 ) * X Y A V E R A G E C O N C Z E L E V Z H I L L Z F L A G A V E G R P N U M Y R S N E T I D * _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 2 2 3 2 5 . 0 0 0 0 0 3 7 4 6 4 3 2 . 0 0 0 0 0 0 . 0 6 0 4 5 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 3 6 7 . 0 0 0 0 0 3 7 4 6 3 4 9 . 0 0 0 0 0 0 . 0 5 4 0 9 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 3 0 8 . 0 0 0 0 0 3 7 4 6 3 3 5 . 0 0 0 0 0 0 . 0 6 7 9 4 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 7 2 . 0 0 0 0 0 3 7 4 6 3 7 1 . 0 0 0 0 0 0 . 1 2 9 2 5 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 9 0 . 0 0 0 0 0 3 7 4 6 2 0 5 . 0 0 0 0 0 0 . 0 8 4 9 0 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 3 3 8 . 0 0 0 0 0 3 7 4 6 1 3 1 . 0 0 0 0 0 0 . 1 0 6 2 6 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 5 1 . 0 0 0 0 0 3 7 4 6 1 4 4 . 0 0 0 0 0 0 . 1 1 6 6 7 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 2 1 . 0 0 0 0 0 3 7 4 6 1 8 9 . 0 0 0 0 0 0 . 1 5 9 2 3 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 ** C O N C U N I T u g / m ^ 3 ** D E P U N I T g / m ^ 2 OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Appendix D APPENDIX D AERMOD Model Years 2022-2036 PM10 Cancer Risk Printouts ** **************************************** ** ** AERMOD Input Produced by: ** AERMOD View Ver. 9.3.0 ** Lakes Environmental Software Inc. ** Date: 3/11/2017 ** File: C:\Vista Env\2017\17007 Anaheim\AERMOD\Cancer22-36\Cancer22- 36.ADI ** **************************************** ** ** **************************************** ** AERMOD Control Pathway **************************************** ** ** CO STARTING TITLEONE Anaheim OC Link Residential Apartments TITLETWO PM10 Cancer Risk 2022 to 2036 MODELOPT DFAULT CONC AVERTIME 24 ANNUAL URBANOPT 3010759 Orange_County POLLUTID PM_10 RUNORNOT RUN ERRORFIL Cancer22-36.err CO FINISHED ** **************************************** ** AERMOD Source Pathway **************************************** ** ** SO STARTING ** Source Location ** ** Source ID - Type - X Coord. - Y Coord. ** ** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = LAPALMA ** DESCRSRC La Palma Avenue ** PREFIX ** Length of Side = 24.38 ** Configuration = Adjacent ** Emission Rate = 0.0000701 ** Vertical Dimension = 1.83 ** SZINIT = 0.85 ** Nodes = 7 ** 421777.087, 3746298.902, 85.94, 0.00, 11.34 ** 422076.430, 3746383.133, 88.96, 0.00, 11.34 ** 422137.617, 3746403.973, 89.01, 0.00, 11.34 ** 422206.040, 3746440.197, 89.87, 0.00, 11.34 ** 422262.389, 3746455.147, 89.94, 0.00, 11.34 ** 422319.887, 3746456.872, 90.00, 0.00, 11.34 ** 422527.367, 3746450.366, 90.00, 0.00, 11.34 ** --------------------------------------------------------------------- LOCATION L0000543 VOLUME 421788.823 3746302.205 86.38 LOCATION L0000544 VOLUME 421812.295 3746308.809 86.75 LOCATION L0000545 VOLUME 421835.768 3746315.414 87.00 LOCATION L0000546 VOLUME 421859.240 3746322.019 87.00 LOCATION L0000547 VOLUME 421882.713 3746328.624 87.00 LOCATION L0000548 VOLUME 421906.185 3746335.229 87.00 LOCATION L0000549 VOLUME 421929.658 3746341.833 87.26 LOCATION L0000550 VOLUME 421953.130 3746348.438 87.57 LOCATION L0000551 VOLUME 421976.603 3746355.043 87.87 LOCATION L0000552 VOLUME 422000.075 3746361.648 88.18 LOCATION L0000553 VOLUME 422023.548 3746368.253 88.48 LOCATION L0000554 VOLUME 422047.020 3746374.857 88.78 LOCATION L0000555 VOLUME 422070.492 3746381.462 89.00 LOCATION L0000556 VOLUME 422093.673 3746389.006 89.00 LOCATION L0000557 VOLUME 422116.755 3746396.868 89.00 LOCATION L0000558 VOLUME 422139.690 3746405.071 89.00 LOCATION L0000559 VOLUME 422161.240 3746416.480 89.26 LOCATION L0000560 VOLUME 422182.790 3746427.888 89.54 LOCATION L0000561 VOLUME 422204.340 3746439.297 89.82 LOCATION L0000562 VOLUME 422227.750 3746445.957 90.00 LOCATION L0000563 VOLUME 422251.319 3746452.210 90.00 LOCATION L0000564 VOLUME 422275.314 3746455.535 90.00 LOCATION L0000565 VOLUME 422299.687 3746456.266 90.00 LOCATION L0000566 VOLUME 422324.060 3746456.741 90.00 LOCATION L0000567 VOLUME 422348.432 3746455.977 90.00 LOCATION L0000568 VOLUME 422372.804 3746455.213 90.00 LOCATION L0000569 VOLUME 422397.176 3746454.448 90.00 LOCATION L0000570 VOLUME 422421.548 3746453.684 90.00 LOCATION L0000571 VOLUME 422445.920 3746452.920 90.00 LOCATION L0000572 VOLUME 422470.292 3746452.156 90.00 LOCATION L0000573 VOLUME 422494.664 3746451.391 90.00 LOCATION L0000574 VOLUME 422519.036 3746450.627 90.00 ** End of LINE VOLUME Source ID = LAPALMA ** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = TUSTIN ** DESCRSRC Tustin Ave ** PREFIX ** Length of Side = 35.36 ** Configuration = Adjacent ** Emission Rate = 0.000204 ** Vertical Dimension = 1.83 ** SZINIT = 0.85 ** Nodes = 10 ** 422443.912, 3746847.551, 90.00, 0.00, 16.45 ** 422484.810, 3746795.600, 90.00, 0.00, 16.45 ** 422520.181, 3746735.912, 90.00, 0.00, 16.45 ** 422545.603, 3746659.644, 90.00, 0.00, 16.45 ** 422548.919, 3746550.215, 90.00, 0.00, 16.45 ** 422542.287, 3746410.942, 90.00, 0.00, 16.45 ** 422534.747, 3746262.937, 90.00, 0.00, 16.45 ** 422529.110, 3746192.471, 90.00, 0.00, 16.45 ** 422510.319, 3746095.697, 90.16, 0.00, 16.45 ** 422483.688, 3745990.592, 90.62, 0.00, 16.45 ** --------------------------------------------------------------------- LOCATION L0000575 VOLUME 422454.848 3746833.660 90.00 LOCATION L0000576 VOLUME 422476.718 3746805.879 90.00 LOCATION L0000577 VOLUME 422496.166 3746776.437 90.00 LOCATION L0000578 VOLUME 422514.191 3746746.020 90.00 LOCATION L0000579 VOLUME 422527.646 3746713.516 90.00 LOCATION L0000580 VOLUME 422538.827 3746679.974 90.00 LOCATION L0000581 VOLUME 422546.025 3746645.723 90.00 LOCATION L0000582 VOLUME 422547.096 3746610.383 90.00 LOCATION L0000583 VOLUME 422548.167 3746575.042 90.00 LOCATION L0000584 VOLUME 422548.419 3746539.709 90.00 LOCATION L0000585 VOLUME 422546.737 3746504.392 90.00 LOCATION L0000586 VOLUME 422545.056 3746469.075 90.00 LOCATION L0000587 VOLUME 422543.374 3746433.758 90.00 LOCATION L0000588 VOLUME 422541.651 3746398.444 90.00 LOCATION L0000589 VOLUME 422539.852 3746363.133 90.00 LOCATION L0000590 VOLUME 422538.053 3746327.822 90.00 LOCATION L0000591 VOLUME 422536.254 3746292.511 90.00 LOCATION L0000592 VOLUME 422534.289 3746257.210 90.00 LOCATION L0000593 VOLUME 422531.470 3746221.966 90.00 LOCATION L0000594 VOLUME 422528.011 3746186.809 90.01 LOCATION L0000595 VOLUME 422521.271 3746152.101 90.00 LOCATION L0000596 VOLUME 422514.532 3746117.392 90.00 LOCATION L0000597 VOLUME 422507.063 3746082.847 90.29 LOCATION L0000598 VOLUME 422498.379 3746048.573 90.50 LOCATION L0000599 VOLUME 422489.695 3746014.299 90.56 ** End of LINE VOLUME Source ID = TUSTIN ** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SR91 ** DESCRSRC State Route 91 ** PREFIX ** Length of Side = 28.04 ** Configuration = Adjacent ** Emission Rate = 0.00215 ** Vertical Dimension = 1.83 ** SZINIT = 0.85 ** Nodes = 10 ** 421774.855, 3745891.117, 85.54, 0.00, 13.04 ** 422020.904, 3745962.763, 88.55, 0.00, 13.04 ** 422123.660, 3745991.988, 89.08, 0.00, 13.04 ** 422198.135, 3746004.243, 89.86, 0.00, 13.04 ** 422321.631, 3746000.472, 90.00, 0.00, 13.04 ** 422425.330, 3745985.388, 90.09, 0.00, 13.04 ** 422516.993, 3745951.772, 90.98, 0.00, 13.04 ** 422621.966, 3745886.064, 92.23, 0.00, 13.04 ** 422723.685, 3745804.719, 93.43, 0.00, 13.04 ** 422860.105, 3745676.063, 95.51, 0.00, 13.04 ** --------------------------------------------------------------------- LOCATION L0000600 VOLUME 421788.316 3745895.037 85.48 LOCATION L0000601 VOLUME 421815.240 3745902.876 85.83 LOCATION L0000602 VOLUME 421842.163 3745910.716 86.18 LOCATION L0000603 VOLUME 421869.087 3745918.556 86.52 LOCATION L0000604 VOLUME 421896.010 3745926.396 86.87 LOCATION L0000605 VOLUME 421922.933 3745934.235 87.22 LOCATION L0000606 VOLUME 421949.857 3745942.075 87.57 LOCATION L0000607 VOLUME 421976.780 3745949.915 87.92 LOCATION L0000608 VOLUME 422003.704 3745957.755 88.27 LOCATION L0000609 VOLUME 422030.645 3745965.534 88.61 LOCATION L0000610 VOLUME 422057.616 3745973.204 88.96 LOCATION L0000611 VOLUME 422084.588 3745980.875 89.00 LOCATION L0000612 VOLUME 422111.560 3745988.546 89.00 LOCATION L0000613 VOLUME 422138.917 3745994.498 89.02 LOCATION L0000614 VOLUME 422166.587 3745999.051 89.37 LOCATION L0000615 VOLUME 422194.256 3746003.605 89.73 LOCATION L0000616 VOLUME 422222.234 3746003.507 90.00 LOCATION L0000617 VOLUME 422250.263 3746002.651 90.00 LOCATION L0000618 VOLUME 422278.291 3746001.795 90.00 LOCATION L0000619 VOLUME 422306.320 3746000.939 90.00 LOCATION L0000620 VOLUME 422334.222 3745998.641 90.00 LOCATION L0000621 VOLUME 422361.971 3745994.604 90.00 LOCATION L0000622 VOLUME 422389.721 3745990.568 90.00 LOCATION L0000623 VOLUME 422417.471 3745986.532 90.00 LOCATION L0000624 VOLUME 422444.200 3745978.468 90.00 LOCATION L0000625 VOLUME 422470.527 3745968.813 90.32 LOCATION L0000626 VOLUME 422496.854 3745959.158 90.66 LOCATION L0000627 VOLUME 422522.580 3745948.275 91.00 LOCATION L0000628 VOLUME 422546.349 3745933.396 91.30 LOCATION L0000629 VOLUME 422570.118 3745918.518 91.62 LOCATION L0000630 VOLUME 422593.887 3745903.640 91.93 LOCATION L0000631 VOLUME 422617.656 3745888.761 92.11 LOCATION L0000632 VOLUME 422639.895 3745871.726 92.34 LOCATION L0000633 VOLUME 422661.795 3745854.212 92.68 LOCATION L0000634 VOLUME 422683.695 3745836.699 93.10 LOCATION L0000635 VOLUME 422705.595 3745819.186 93.38 LOCATION L0000636 VOLUME 422727.234 3745801.372 93.67 LOCATION L0000637 VOLUME 422747.635 3745782.132 93.93 LOCATION L0000638 VOLUME 422768.035 3745762.893 94.16 LOCATION L0000639 VOLUME 422788.436 3745743.654 94.47 LOCATION L0000640 VOLUME 422808.836 3745724.414 94.73 LOCATION L0000641 VOLUME 422829.236 3745705.175 95.00 LOCATION L0000642 VOLUME 422849.637 3745685.935 95.27 ** End of LINE VOLUME Source ID = SR91 LOCATION IDMETRO POINT 422238.090 3746310.320 90.000 ** DESCRSRC Metrolink Train Idling LOCATION AUTOBODY POINT 422095.220 3746340.820 89.000 ** DESCRSRC Anaheim Hills Auto Body ** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = TRAIN ** DESCRSRC BNSF Railroad & Metrolink ** PREFIX ** Length of Side = 4.00 ** Configuration = Adjacent ** Emission Rate = 0.000315 ** Vertical Dimension = 5.60 ** SZINIT = 2.60 ** Nodes = 4 ** 422156.384, 3746023.487, 89.09, 0.00, 1.86 ** 422188.049, 3746132.500, 89.67, 0.00, 1.86 ** 422228.978, 3746272.717, 89.92, 0.00, 1.86 ** 422275.586, 3746442.280, 89.94, 0.00, 1.86 ** --------------------------------------------------------------------- LOCATION L0000643 VOLUME 422156.942 3746025.408 89.25 LOCATION L0000644 VOLUME 422158.057 3746029.249 89.26 LOCATION L0000645 VOLUME 422159.173 3746033.090 89.27 LOCATION L0000646 VOLUME 422160.289 3746036.931 89.29 LOCATION L0000647 VOLUME 422161.405 3746040.773 89.30 LOCATION L0000648 VOLUME 422162.521 3746044.614 89.32 LOCATION L0000649 VOLUME 422163.636 3746048.455 89.33 LOCATION L0000650 VOLUME 422164.752 3746052.296 89.34 LOCATION L0000651 VOLUME 422165.868 3746056.137 89.36 LOCATION L0000652 VOLUME 422166.984 3746059.979 89.37 LOCATION L0000653 VOLUME 422168.100 3746063.820 89.39 LOCATION L0000654 VOLUME 422169.215 3746067.661 89.40 LOCATION L0000655 VOLUME 422170.331 3746071.502 89.41 LOCATION L0000656 VOLUME 422171.447 3746075.344 89.43 LOCATION L0000657 VOLUME 422172.563 3746079.185 89.44 LOCATION L0000658 VOLUME 422173.678 3746083.026 89.46 LOCATION L0000659 VOLUME 422174.794 3746086.867 89.47 LOCATION L0000660 VOLUME 422175.910 3746090.709 89.49 LOCATION L0000661 VOLUME 422177.026 3746094.550 89.50 LOCATION L0000662 VOLUME 422178.142 3746098.391 89.51 LOCATION L0000663 VOLUME 422179.257 3746102.232 89.53 LOCATION L0000664 VOLUME 422180.373 3746106.073 89.54 LOCATION L0000665 VOLUME 422181.489 3746109.915 89.56 LOCATION L0000666 VOLUME 422182.605 3746113.756 89.57 LOCATION L0000667 VOLUME 422183.721 3746117.597 89.58 LOCATION L0000668 VOLUME 422184.836 3746121.438 89.60 LOCATION L0000669 VOLUME 422185.952 3746125.280 89.61 LOCATION L0000670 VOLUME 422187.068 3746129.121 89.63 LOCATION L0000671 VOLUME 422188.184 3746132.962 89.64 LOCATION L0000672 VOLUME 422189.305 3746136.802 89.65 LOCATION L0000673 VOLUME 422190.426 3746140.641 89.67 LOCATION L0000674 VOLUME 422191.547 3746144.481 89.68 LOCATION L0000675 VOLUME 422192.668 3746148.321 89.70 LOCATION L0000676 VOLUME 422193.788 3746152.161 89.71 LOCATION L0000677 VOLUME 422194.909 3746156.000 89.72 LOCATION L0000678 VOLUME 422196.030 3746159.840 89.74 LOCATION L0000679 VOLUME 422197.151 3746163.680 89.75 LOCATION L0000680 VOLUME 422198.272 3746167.520 89.77 LOCATION L0000681 VOLUME 422199.392 3746171.359 89.78 LOCATION L0000682 VOLUME 422200.513 3746175.199 89.80 LOCATION L0000683 VOLUME 422201.634 3746179.039 89.81 LOCATION L0000684 VOLUME 422202.755 3746182.879 89.82 LOCATION L0000685 VOLUME 422203.876 3746186.719 89.84 LOCATION L0000686 VOLUME 422204.996 3746190.558 89.85 LOCATION L0000687 VOLUME 422206.117 3746194.398 89.87 LOCATION L0000688 VOLUME 422207.238 3746198.238 89.88 LOCATION L0000689 VOLUME 422208.359 3746202.078 89.89 LOCATION L0000690 VOLUME 422209.480 3746205.917 89.91 LOCATION L0000691 VOLUME 422210.601 3746209.757 89.92 LOCATION L0000692 VOLUME 422211.721 3746213.597 89.94 LOCATION L0000693 VOLUME 422212.842 3746217.437 89.95 LOCATION L0000694 VOLUME 422213.963 3746221.276 89.96 LOCATION L0000695 VOLUME 422215.084 3746225.116 89.98 LOCATION L0000696 VOLUME 422216.205 3746228.956 89.99 LOCATION L0000697 VOLUME 422217.325 3746232.796 90.00 LOCATION L0000698 VOLUME 422218.446 3746236.635 90.00 LOCATION L0000699 VOLUME 422219.567 3746240.475 90.00 LOCATION L0000700 VOLUME 422220.688 3746244.315 90.00 LOCATION L0000701 VOLUME 422221.809 3746248.155 90.00 LOCATION L0000702 VOLUME 422222.929 3746251.995 90.00 LOCATION L0000703 VOLUME 422224.050 3746255.834 90.00 LOCATION L0000704 VOLUME 422225.171 3746259.674 90.00 LOCATION L0000705 VOLUME 422226.292 3746263.514 90.00 LOCATION L0000706 VOLUME 422227.413 3746267.354 90.00 LOCATION L0000707 VOLUME 422228.533 3746271.193 90.00 LOCATION L0000708 VOLUME 422229.618 3746275.043 90.00 LOCATION L0000709 VOLUME 422230.678 3746278.900 90.00 LOCATION L0000710 VOLUME 422231.738 3746282.757 90.00 LOCATION L0000711 VOLUME 422232.798 3746286.614 90.00 LOCATION L0000712 VOLUME 422233.858 3746290.471 90.00 LOCATION L0000713 VOLUME 422234.919 3746294.328 90.00 LOCATION L0000714 VOLUME 422235.979 3746298.185 90.00 LOCATION L0000715 VOLUME 422237.039 3746302.042 90.00 LOCATION L0000716 VOLUME 422238.099 3746305.899 90.00 LOCATION L0000717 VOLUME 422239.159 3746309.756 90.00 LOCATION L0000718 VOLUME 422240.219 3746313.613 90.00 LOCATION L0000719 VOLUME 422241.279 3746317.470 90.00 LOCATION L0000720 VOLUME 422242.340 3746321.327 90.00 LOCATION L0000721 VOLUME 422243.400 3746325.184 90.00 LOCATION L0000722 VOLUME 422244.460 3746329.041 90.00 LOCATION L0000723 VOLUME 422245.520 3746332.898 90.00 LOCATION L0000724 VOLUME 422246.580 3746336.755 90.00 LOCATION L0000725 VOLUME 422247.640 3746340.612 90.00 LOCATION L0000726 VOLUME 422248.701 3746344.469 90.00 LOCATION L0000727 VOLUME 422249.761 3746348.326 90.00 LOCATION L0000728 VOLUME 422250.821 3746352.182 90.00 LOCATION L0000729 VOLUME 422251.881 3746356.039 90.00 LOCATION L0000730 VOLUME 422252.941 3746359.896 90.00 LOCATION L0000731 VOLUME 422254.001 3746363.753 90.00 LOCATION L0000732 VOLUME 422255.062 3746367.610 90.00 LOCATION L0000733 VOLUME 422256.122 3746371.467 90.00 LOCATION L0000734 VOLUME 422257.182 3746375.324 90.00 LOCATION L0000735 VOLUME 422258.242 3746379.181 90.00 LOCATION L0000736 VOLUME 422259.302 3746383.038 90.00 LOCATION L0000737 VOLUME 422260.362 3746386.895 90.00 LOCATION L0000738 VOLUME 422261.422 3746390.752 90.00 LOCATION L0000739 VOLUME 422262.483 3746394.609 90.00 LOCATION L0000740 VOLUME 422263.543 3746398.466 90.00 LOCATION L0000741 VOLUME 422264.603 3746402.323 90.00 LOCATION L0000742 VOLUME 422265.663 3746406.180 90.00 LOCATION L0000743 VOLUME 422266.723 3746410.037 90.00 LOCATION L0000744 VOLUME 422267.783 3746413.894 90.00 LOCATION L0000745 VOLUME 422268.844 3746417.751 90.00 LOCATION L0000746 VOLUME 422269.904 3746421.608 90.00 LOCATION L0000747 VOLUME 422270.964 3746425.465 90.00 LOCATION L0000748 VOLUME 422272.024 3746429.321 90.00 LOCATION L0000749 VOLUME 422273.084 3746433.178 90.00 LOCATION L0000750 VOLUME 422274.144 3746437.035 90.00 LOCATION L0000751 VOLUME 422275.205 3746440.892 90.00 ** End of LINE VOLUME Source ID = TRAIN ** Source Parameters ** ** LINE VOLUME Source ID = LAPALMA SRCPARAM L0000543 0.000002191 0.00 11.34 0.85 SRCPARAM L0000544 0.000002191 0.00 11.34 0.85 SRCPARAM L0000545 0.000002191 0.00 11.34 0.85 SRCPARAM L0000546 0.000002191 0.00 11.34 0.85 SRCPARAM L0000547 0.000002191 0.00 11.34 0.85 SRCPARAM L0000548 0.000002191 0.00 11.34 0.85 SRCPARAM L0000549 0.000002191 0.00 11.34 0.85 SRCPARAM L0000550 0.000002191 0.00 11.34 0.85 SRCPARAM L0000551 0.000002191 0.00 11.34 0.85 SRCPARAM L0000552 0.000002191 0.00 11.34 0.85 SRCPARAM L0000553 0.000002191 0.00 11.34 0.85 SRCPARAM L0000554 0.000002191 0.00 11.34 0.85 SRCPARAM L0000555 0.000002191 0.00 11.34 0.85 SRCPARAM L0000556 0.000002191 0.00 11.34 0.85 SRCPARAM L0000557 0.000002191 0.00 11.34 0.85 SRCPARAM L0000558 0.000002191 0.00 11.34 0.85 SRCPARAM L0000559 0.000002191 0.00 11.34 0.85 SRCPARAM L0000560 0.000002191 0.00 11.34 0.85 SRCPARAM L0000561 0.000002191 0.00 11.34 0.85 SRCPARAM L0000562 0.000002191 0.00 11.34 0.85 SRCPARAM L0000563 0.000002191 0.00 11.34 0.85 SRCPARAM L0000564 0.000002191 0.00 11.34 0.85 SRCPARAM L0000565 0.000002191 0.00 11.34 0.85 SRCPARAM L0000566 0.000002191 0.00 11.34 0.85 SRCPARAM L0000567 0.000002191 0.00 11.34 0.85 SRCPARAM L0000568 0.000002191 0.00 11.34 0.85 SRCPARAM L0000569 0.000002191 0.00 11.34 0.85 SRCPARAM L0000570 0.000002191 0.00 11.34 0.85 SRCPARAM L0000571 0.000002191 0.00 11.34 0.85 SRCPARAM L0000572 0.000002191 0.00 11.34 0.85 SRCPARAM L0000573 0.000002191 0.00 11.34 0.85 SRCPARAM L0000574 0.000002191 0.00 11.34 0.85 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = TUSTIN SRCPARAM L0000575 0.00000816 0.00 16.45 0.85 SRCPARAM L0000576 0.00000816 0.00 16.45 0.85 SRCPARAM L0000577 0.00000816 0.00 16.45 0.85 SRCPARAM L0000578 0.00000816 0.00 16.45 0.85 SRCPARAM L0000579 0.00000816 0.00 16.45 0.85 SRCPARAM L0000580 0.00000816 0.00 16.45 0.85 SRCPARAM L0000581 0.00000816 0.00 16.45 0.85 SRCPARAM L0000582 0.00000816 0.00 16.45 0.85 SRCPARAM L0000583 0.00000816 0.00 16.45 0.85 SRCPARAM L0000584 0.00000816 0.00 16.45 0.85 SRCPARAM L0000585 0.00000816 0.00 16.45 0.85 SRCPARAM L0000586 0.00000816 0.00 16.45 0.85 SRCPARAM L0000587 0.00000816 0.00 16.45 0.85 SRCPARAM L0000588 0.00000816 0.00 16.45 0.85 SRCPARAM L0000589 0.00000816 0.00 16.45 0.85 SRCPARAM L0000590 0.00000816 0.00 16.45 0.85 SRCPARAM L0000591 0.00000816 0.00 16.45 0.85 SRCPARAM L0000592 0.00000816 0.00 16.45 0.85 SRCPARAM L0000593 0.00000816 0.00 16.45 0.85 SRCPARAM L0000594 0.00000816 0.00 16.45 0.85 SRCPARAM L0000595 0.00000816 0.00 16.45 0.85 SRCPARAM L0000596 0.00000816 0.00 16.45 0.85 SRCPARAM L0000597 0.00000816 0.00 16.45 0.85 SRCPARAM L0000598 0.00000816 0.00 16.45 0.85 SRCPARAM L0000599 0.00000816 0.00 16.45 0.85 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SR91 SRCPARAM L0000600 0.00005 0.00 13.04 0.85 SRCPARAM L0000601 0.00005 0.00 13.04 0.85 SRCPARAM L0000602 0.00005 0.00 13.04 0.85 SRCPARAM L0000603 0.00005 0.00 13.04 0.85 SRCPARAM L0000604 0.00005 0.00 13.04 0.85 SRCPARAM L0000605 0.00005 0.00 13.04 0.85 SRCPARAM L0000606 0.00005 0.00 13.04 0.85 SRCPARAM L0000607 0.00005 0.00 13.04 0.85 SRCPARAM L0000608 0.00005 0.00 13.04 0.85 SRCPARAM L0000609 0.00005 0.00 13.04 0.85 SRCPARAM L0000610 0.00005 0.00 13.04 0.85 SRCPARAM L0000611 0.00005 0.00 13.04 0.85 SRCPARAM L0000612 0.00005 0.00 13.04 0.85 SRCPARAM L0000613 0.00005 0.00 13.04 0.85 SRCPARAM L0000614 0.00005 0.00 13.04 0.85 SRCPARAM L0000615 0.00005 0.00 13.04 0.85 SRCPARAM L0000616 0.00005 0.00 13.04 0.85 SRCPARAM L0000617 0.00005 0.00 13.04 0.85 SRCPARAM L0000618 0.00005 0.00 13.04 0.85 SRCPARAM L0000619 0.00005 0.00 13.04 0.85 SRCPARAM L0000620 0.00005 0.00 13.04 0.85 SRCPARAM L0000621 0.00005 0.00 13.04 0.85 SRCPARAM L0000622 0.00005 0.00 13.04 0.85 SRCPARAM L0000623 0.00005 0.00 13.04 0.85 SRCPARAM L0000624 0.00005 0.00 13.04 0.85 SRCPARAM L0000625 0.00005 0.00 13.04 0.85 SRCPARAM L0000626 0.00005 0.00 13.04 0.85 SRCPARAM L0000627 0.00005 0.00 13.04 0.85 SRCPARAM L0000628 0.00005 0.00 13.04 0.85 SRCPARAM L0000629 0.00005 0.00 13.04 0.85 SRCPARAM L0000630 0.00005 0.00 13.04 0.85 SRCPARAM L0000631 0.00005 0.00 13.04 0.85 SRCPARAM L0000632 0.00005 0.00 13.04 0.85 SRCPARAM L0000633 0.00005 0.00 13.04 0.85 SRCPARAM L0000634 0.00005 0.00 13.04 0.85 SRCPARAM L0000635 0.00005 0.00 13.04 0.85 SRCPARAM L0000636 0.00005 0.00 13.04 0.85 SRCPARAM L0000637 0.00005 0.00 13.04 0.85 SRCPARAM L0000638 0.00005 0.00 13.04 0.85 SRCPARAM L0000639 0.00005 0.00 13.04 0.85 SRCPARAM L0000640 0.00005 0.00 13.04 0.85 SRCPARAM L0000641 0.00005 0.00 13.04 0.85 SRCPARAM L0000642 0.00005 0.00 13.04 0.85 ** --------------------------------------------------------------------- SRCPARAM IDMETRO 0.00003179 4.600 351.000 3.73000 0.670 SRCPARAM AUTOBODY 7.818E-08 9.144 366.000 5.00000 1.000 ** LINE VOLUME Source ID = TRAIN SRCPARAM L0000643 0.00000289 0.00 1.86 2.60 SRCPARAM L0000644 0.00000289 0.00 1.86 2.60 SRCPARAM L0000645 0.00000289 0.00 1.86 2.60 SRCPARAM L0000646 0.00000289 0.00 1.86 2.60 SRCPARAM L0000647 0.00000289 0.00 1.86 2.60 SRCPARAM L0000648 0.00000289 0.00 1.86 2.60 SRCPARAM L0000649 0.00000289 0.00 1.86 2.60 SRCPARAM L0000650 0.00000289 0.00 1.86 2.60 SRCPARAM L0000651 0.00000289 0.00 1.86 2.60 SRCPARAM L0000652 0.00000289 0.00 1.86 2.60 SRCPARAM L0000653 0.00000289 0.00 1.86 2.60 SRCPARAM L0000654 0.00000289 0.00 1.86 2.60 SRCPARAM L0000655 0.00000289 0.00 1.86 2.60 SRCPARAM L0000656 0.00000289 0.00 1.86 2.60 SRCPARAM L0000657 0.00000289 0.00 1.86 2.60 SRCPARAM L0000658 0.00000289 0.00 1.86 2.60 SRCPARAM L0000659 0.00000289 0.00 1.86 2.60 SRCPARAM L0000660 0.00000289 0.00 1.86 2.60 SRCPARAM L0000661 0.00000289 0.00 1.86 2.60 SRCPARAM L0000662 0.00000289 0.00 1.86 2.60 SRCPARAM L0000663 0.00000289 0.00 1.86 2.60 SRCPARAM L0000664 0.00000289 0.00 1.86 2.60 SRCPARAM L0000665 0.00000289 0.00 1.86 2.60 SRCPARAM L0000666 0.00000289 0.00 1.86 2.60 SRCPARAM L0000667 0.00000289 0.00 1.86 2.60 SRCPARAM L0000668 0.00000289 0.00 1.86 2.60 SRCPARAM L0000669 0.00000289 0.00 1.86 2.60 SRCPARAM L0000670 0.00000289 0.00 1.86 2.60 SRCPARAM L0000671 0.00000289 0.00 1.86 2.60 SRCPARAM L0000672 0.00000289 0.00 1.86 2.60 SRCPARAM L0000673 0.00000289 0.00 1.86 2.60 SRCPARAM L0000674 0.00000289 0.00 1.86 2.60 SRCPARAM L0000675 0.00000289 0.00 1.86 2.60 SRCPARAM L0000676 0.00000289 0.00 1.86 2.60 SRCPARAM L0000677 0.00000289 0.00 1.86 2.60 SRCPARAM L0000678 0.00000289 0.00 1.86 2.60 SRCPARAM L0000679 0.00000289 0.00 1.86 2.60 SRCPARAM L0000680 0.00000289 0.00 1.86 2.60 SRCPARAM L0000681 0.00000289 0.00 1.86 2.60 SRCPARAM L0000682 0.00000289 0.00 1.86 2.60 SRCPARAM L0000683 0.00000289 0.00 1.86 2.60 SRCPARAM L0000684 0.00000289 0.00 1.86 2.60 SRCPARAM L0000685 0.00000289 0.00 1.86 2.60 SRCPARAM L0000686 0.00000289 0.00 1.86 2.60 SRCPARAM L0000687 0.00000289 0.00 1.86 2.60 SRCPARAM L0000688 0.00000289 0.00 1.86 2.60 SRCPARAM L0000689 0.00000289 0.00 1.86 2.60 SRCPARAM L0000690 0.00000289 0.00 1.86 2.60 SRCPARAM L0000691 0.00000289 0.00 1.86 2.60 SRCPARAM L0000692 0.00000289 0.00 1.86 2.60 SRCPARAM L0000693 0.00000289 0.00 1.86 2.60 SRCPARAM L0000694 0.00000289 0.00 1.86 2.60 SRCPARAM L0000695 0.00000289 0.00 1.86 2.60 SRCPARAM L0000696 0.00000289 0.00 1.86 2.60 SRCPARAM L0000697 0.00000289 0.00 1.86 2.60 SRCPARAM L0000698 0.00000289 0.00 1.86 2.60 SRCPARAM L0000699 0.00000289 0.00 1.86 2.60 SRCPARAM L0000700 0.00000289 0.00 1.86 2.60 SRCPARAM L0000701 0.00000289 0.00 1.86 2.60 SRCPARAM L0000702 0.00000289 0.00 1.86 2.60 SRCPARAM L0000703 0.00000289 0.00 1.86 2.60 SRCPARAM L0000704 0.00000289 0.00 1.86 2.60 SRCPARAM L0000705 0.00000289 0.00 1.86 2.60 SRCPARAM L0000706 0.00000289 0.00 1.86 2.60 SRCPARAM L0000707 0.00000289 0.00 1.86 2.60 SRCPARAM L0000708 0.00000289 0.00 1.86 2.60 SRCPARAM L0000709 0.00000289 0.00 1.86 2.60 SRCPARAM L0000710 0.00000289 0.00 1.86 2.60 SRCPARAM L0000711 0.00000289 0.00 1.86 2.60 SRCPARAM L0000712 0.00000289 0.00 1.86 2.60 SRCPARAM L0000713 0.00000289 0.00 1.86 2.60 SRCPARAM L0000714 0.00000289 0.00 1.86 2.60 SRCPARAM L0000715 0.00000289 0.00 1.86 2.60 SRCPARAM L0000716 0.00000289 0.00 1.86 2.60 SRCPARAM L0000717 0.00000289 0.00 1.86 2.60 SRCPARAM L0000718 0.00000289 0.00 1.86 2.60 SRCPARAM L0000719 0.00000289 0.00 1.86 2.60 SRCPARAM L0000720 0.00000289 0.00 1.86 2.60 SRCPARAM L0000721 0.00000289 0.00 1.86 2.60 SRCPARAM L0000722 0.00000289 0.00 1.86 2.60 SRCPARAM L0000723 0.00000289 0.00 1.86 2.60 SRCPARAM L0000724 0.00000289 0.00 1.86 2.60 SRCPARAM L0000725 0.00000289 0.00 1.86 2.60 SRCPARAM L0000726 0.00000289 0.00 1.86 2.60 SRCPARAM L0000727 0.00000289 0.00 1.86 2.60 SRCPARAM L0000728 0.00000289 0.00 1.86 2.60 SRCPARAM L0000729 0.00000289 0.00 1.86 2.60 SRCPARAM L0000730 0.00000289 0.00 1.86 2.60 SRCPARAM L0000731 0.00000289 0.00 1.86 2.60 SRCPARAM L0000732 0.00000289 0.00 1.86 2.60 SRCPARAM L0000733 0.00000289 0.00 1.86 2.60 SRCPARAM L0000734 0.00000289 0.00 1.86 2.60 SRCPARAM L0000735 0.00000289 0.00 1.86 2.60 SRCPARAM L0000736 0.00000289 0.00 1.86 2.60 SRCPARAM L0000737 0.00000289 0.00 1.86 2.60 SRCPARAM L0000738 0.00000289 0.00 1.86 2.60 SRCPARAM L0000739 0.00000289 0.00 1.86 2.60 SRCPARAM L0000740 0.00000289 0.00 1.86 2.60 SRCPARAM L0000741 0.00000289 0.00 1.86 2.60 SRCPARAM L0000742 0.00000289 0.00 1.86 2.60 SRCPARAM L0000743 0.00000289 0.00 1.86 2.60 SRCPARAM L0000744 0.00000289 0.00 1.86 2.60 SRCPARAM L0000745 0.00000289 0.00 1.86 2.60 SRCPARAM L0000746 0.00000289 0.00 1.86 2.60 SRCPARAM L0000747 0.00000289 0.00 1.86 2.60 SRCPARAM L0000748 0.00000289 0.00 1.86 2.60 SRCPARAM L0000749 0.00000289 0.00 1.86 2.60 SRCPARAM L0000750 0.00000289 0.00 1.86 2.60 SRCPARAM L0000751 0.00000289 0.00 1.86 2.60 ** --------------------------------------------------------------------- URBANSRC ALL SRCGROUP ALL SO FINISHED ** **************************************** ** AERMOD Receptor Pathway **************************************** ** ** RE STARTING INCLUDED Cancer22-36.rou RE FINISHED ** **************************************** ** AERMOD Meteorology Pathway **************************************** ** ** ME STARTING SURFFILE ..\anah8.sfc PROFFILE ..\anah8.PFL SURFDATA 0 2006 Anaheim 413140.00 3743570.00 UAIRDATA 3190 2006 SITEDATA 99999 2006 PROFBASE 41.0 METERS ME FINISHED ** **************************************** ** AERMOD Output Pathway **************************************** ** ** OU STARTING RECTABLE ALLAVE 1ST RECTABLE 24 1ST ** Auto-Generated Plotfiles PLOTFILE 24 ALL 1ST CANCER22-36.AD\24H1GALL.PLT 31 PLOTFILE ANNUAL ALL CANCER22-36.AD\AN00GALL.PLT 32 SUMMFILE Cancer22-36.sum OU FINISHED ** **************************************** ** Project Parameters **************************************** ** PROJCTN CoordinateSystemUTM ** DESCPTN UTM: Universal Transverse Mercator ** DATUM World Geodetic System 1984 ** DTMRGN Global Definition ** UNITS m ** ZONE 11 ** ZONEINX 0 ** * A E R M O D ( 1 6 2 1 6 r ) : A n a h e i m O C L i n k R e s i d e n t i a l A p a r t m e n t s 0 3 / 1 1 / 1 7 * A E R M E T ( 1 4 1 3 4 ) : 1 1 : 5 0 : 5 8 * M O D E L I N G O P T I O N S U S E D : R e g D F A U L T C O N C E L E V U R B A N * P L O T F I L E O F A N N U A L V A L U E S A V E R A G E D A C R O S S 5 Y E A R S F O R S O U R C E G R O U P : A L L * F O R A T O T A L O F 8 R E C E P T O R S . * F O R M A T : ( 3 ( 1 X , F 1 3 . 5 ) , 3 ( 1 X , F 8 . 2 ) , 2 X , A 6 , 2 X , A 8 , 2 X , I 8 . 8 , 2 X , A 8 ) * X Y A V E R A G E C O N C Z E L E V Z H I L L Z F L A G A V E G R P N U M Y R S N E T I D * _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 2 2 3 2 5 . 0 0 0 0 0 3 7 4 6 4 3 2 . 0 0 0 0 0 0 . 0 3 7 5 3 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 3 6 7 . 0 0 0 0 0 3 7 4 6 3 4 9 . 0 0 0 0 0 0 . 0 3 0 6 6 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 3 0 8 . 0 0 0 0 0 3 7 4 6 3 3 5 . 0 0 0 0 0 0 . 0 4 4 6 0 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 7 2 . 0 0 0 0 0 3 7 4 6 3 7 1 . 0 0 0 0 0 0 . 1 0 7 5 0 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 9 0 . 0 0 0 0 0 3 7 4 6 2 0 5 . 0 0 0 0 0 0 . 0 4 8 6 1 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 3 3 8 . 0 0 0 0 0 3 7 4 6 1 3 1 . 0 0 0 0 0 0 . 0 5 1 1 4 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 5 1 . 0 0 0 0 0 3 7 4 6 1 4 4 . 0 0 0 0 0 0 . 0 6 5 9 4 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 2 1 . 0 0 0 0 0 3 7 4 6 1 8 9 . 0 0 0 0 0 0 . 1 2 0 8 7 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 ** C O N C U N I T u g / m ^ 3 ** D E P U N I T g / m ^ 2 OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Appendix E APPENDIX E AERMOD Model Years 2037-2048 PM10 Cancer Risk Printouts ** **************************************** ** ** AERMOD Input Produced by: ** AERMOD View Ver. 9.3.0 ** Lakes Environmental Software Inc. ** Date: 3/11/2017 ** File: C:\Vista Env\2017\17007 Anaheim\AERMOD\Cancer37-48\Cancer37- 48.ADI ** **************************************** ** ** **************************************** ** AERMOD Control Pathway **************************************** ** ** CO STARTING TITLEONE Anaheim OC Link Residential Apartments TITLETWO PM10 Cancer Risk 2037 to 2048 MODELOPT DFAULT CONC AVERTIME 24 ANNUAL URBANOPT 3010759 Orange_County POLLUTID PM_10 RUNORNOT RUN ERRORFIL Cancer37-48.err CO FINISHED ** **************************************** ** AERMOD Source Pathway **************************************** ** ** SO STARTING ** Source Location ** ** Source ID - Type - X Coord. - Y Coord. ** ** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = LAPALMA ** DESCRSRC La Palma Avenue ** PREFIX ** Length of Side = 24.38 ** Configuration = Adjacent ** Emission Rate = 0.0000489 ** Vertical Dimension = 1.83 ** SZINIT = 0.85 ** Nodes = 7 ** 421777.087, 3746298.902, 85.94, 0.00, 11.34 ** 422076.430, 3746383.133, 88.96, 0.00, 11.34 ** 422137.617, 3746403.973, 89.01, 0.00, 11.34 ** 422206.040, 3746440.197, 89.87, 0.00, 11.34 ** 422262.389, 3746455.147, 89.94, 0.00, 11.34 ** 422319.887, 3746456.872, 90.00, 0.00, 11.34 ** 422527.367, 3746450.366, 90.00, 0.00, 11.34 ** --------------------------------------------------------------------- LOCATION L0000652 VOLUME 421788.823 3746302.205 86.38 LOCATION L0000653 VOLUME 421812.295 3746308.809 86.75 LOCATION L0000654 VOLUME 421835.768 3746315.414 87.00 LOCATION L0000655 VOLUME 421859.240 3746322.019 87.00 LOCATION L0000656 VOLUME 421882.713 3746328.624 87.00 LOCATION L0000657 VOLUME 421906.185 3746335.229 87.00 LOCATION L0000658 VOLUME 421929.658 3746341.833 87.26 LOCATION L0000659 VOLUME 421953.130 3746348.438 87.57 LOCATION L0000660 VOLUME 421976.603 3746355.043 87.87 LOCATION L0000661 VOLUME 422000.075 3746361.648 88.18 LOCATION L0000662 VOLUME 422023.548 3746368.253 88.48 LOCATION L0000663 VOLUME 422047.020 3746374.857 88.78 LOCATION L0000664 VOLUME 422070.492 3746381.462 89.00 LOCATION L0000665 VOLUME 422093.673 3746389.006 89.00 LOCATION L0000666 VOLUME 422116.755 3746396.868 89.00 LOCATION L0000667 VOLUME 422139.690 3746405.071 89.00 LOCATION L0000668 VOLUME 422161.240 3746416.480 89.26 LOCATION L0000669 VOLUME 422182.790 3746427.888 89.54 LOCATION L0000670 VOLUME 422204.340 3746439.297 89.82 LOCATION L0000671 VOLUME 422227.750 3746445.957 90.00 LOCATION L0000672 VOLUME 422251.319 3746452.210 90.00 LOCATION L0000673 VOLUME 422275.314 3746455.535 90.00 LOCATION L0000674 VOLUME 422299.687 3746456.266 90.00 LOCATION L0000675 VOLUME 422324.060 3746456.741 90.00 LOCATION L0000676 VOLUME 422348.432 3746455.977 90.00 LOCATION L0000677 VOLUME 422372.804 3746455.213 90.00 LOCATION L0000678 VOLUME 422397.176 3746454.448 90.00 LOCATION L0000679 VOLUME 422421.548 3746453.684 90.00 LOCATION L0000680 VOLUME 422445.920 3746452.920 90.00 LOCATION L0000681 VOLUME 422470.292 3746452.156 90.00 LOCATION L0000682 VOLUME 422494.664 3746451.391 90.00 LOCATION L0000683 VOLUME 422519.036 3746450.627 90.00 ** End of LINE VOLUME Source ID = LAPALMA ** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = TUSTIN ** DESCRSRC Tustin Ave ** PREFIX ** Length of Side = 35.36 ** Configuration = Adjacent ** Emission Rate = 0.000142 ** Vertical Dimension = 1.83 ** SZINIT = 0.85 ** Nodes = 10 ** 422443.912, 3746847.551, 90.00, 0.00, 16.45 ** 422484.810, 3746795.600, 90.00, 0.00, 16.45 ** 422520.181, 3746735.912, 90.00, 0.00, 16.45 ** 422545.603, 3746659.644, 90.00, 0.00, 16.45 ** 422548.919, 3746550.215, 90.00, 0.00, 16.45 ** 422542.287, 3746410.942, 90.00, 0.00, 16.45 ** 422534.747, 3746262.937, 90.00, 0.00, 16.45 ** 422529.110, 3746192.471, 90.00, 0.00, 16.45 ** 422510.319, 3746095.697, 90.16, 0.00, 16.45 ** 422483.688, 3745990.592, 90.62, 0.00, 16.45 ** --------------------------------------------------------------------- LOCATION L0000684 VOLUME 422454.848 3746833.660 90.00 LOCATION L0000685 VOLUME 422476.718 3746805.879 90.00 LOCATION L0000686 VOLUME 422496.166 3746776.437 90.00 LOCATION L0000687 VOLUME 422514.191 3746746.020 90.00 LOCATION L0000688 VOLUME 422527.646 3746713.516 90.00 LOCATION L0000689 VOLUME 422538.827 3746679.974 90.00 LOCATION L0000690 VOLUME 422546.025 3746645.723 90.00 LOCATION L0000691 VOLUME 422547.096 3746610.383 90.00 LOCATION L0000692 VOLUME 422548.167 3746575.042 90.00 LOCATION L0000693 VOLUME 422548.419 3746539.709 90.00 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ID = SR91 ** DESCRSRC State Route 91 ** PREFIX ** Length of Side = 28.04 ** Configuration = Adjacent ** Emission Rate = 0.000173 ** Vertical Dimension = 1.83 ** SZINIT = 0.85 ** Nodes = 10 ** 421774.855, 3745891.117, 85.54, 0.00, 13.04 ** 422020.904, 3745962.763, 88.55, 0.00, 13.04 ** 422123.660, 3745991.988, 89.08, 0.00, 13.04 ** 422198.135, 3746004.243, 89.86, 0.00, 13.04 ** 422321.631, 3746000.472, 90.00, 0.00, 13.04 ** 422425.330, 3745985.388, 90.09, 0.00, 13.04 ** 422516.993, 3745951.772, 90.98, 0.00, 13.04 ** 422621.966, 3745886.064, 92.23, 0.00, 13.04 ** 422723.685, 3745804.719, 93.43, 0.00, 13.04 ** 422860.105, 3745676.063, 95.51, 0.00, 13.04 ** --------------------------------------------------------------------- LOCATION L0000709 VOLUME 421788.316 3745895.037 85.48 LOCATION L0000710 VOLUME 421815.240 3745902.876 85.83 LOCATION L0000711 VOLUME 421842.163 3745910.716 86.18 LOCATION L0000712 VOLUME 421869.087 3745918.556 86.52 LOCATION L0000713 VOLUME 421896.010 3745926.396 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3745705.175 95.00 LOCATION L0000751 VOLUME 422849.637 3745685.935 95.27 ** End of LINE VOLUME Source ID = SR91 LOCATION IDMETRO POINT 422238.090 3746310.320 90.000 ** DESCRSRC Metrolink Train Idling LOCATION AUTOBODY POINT 422095.220 3746340.820 89.000 ** DESCRSRC Anaheim Hills Auto Body ** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = TRAIN ** DESCRSRC BNSF Railroad & Metrolink ** PREFIX ** Length of Side = 4.00 ** Configuration = Adjacent ** Emission Rate = 0.000315 ** Vertical Dimension = 5.60 ** SZINIT = 2.60 ** Nodes = 4 ** 422156.384, 3746023.487, 89.09, 0.00, 1.86 ** 422188.049, 3746132.500, 89.67, 0.00, 1.86 ** 422228.978, 3746272.717, 89.92, 0.00, 1.86 ** 422275.586, 3746442.280, 89.94, 0.00, 1.86 ** --------------------------------------------------------------------- LOCATION L0000434 VOLUME 422156.942 3746025.408 89.25 LOCATION L0000435 VOLUME 422158.057 3746029.249 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L0000491 VOLUME 422220.688 3746244.315 90.00 LOCATION L0000492 VOLUME 422221.809 3746248.155 90.00 LOCATION L0000493 VOLUME 422222.929 3746251.995 90.00 LOCATION L0000494 VOLUME 422224.050 3746255.834 90.00 LOCATION L0000495 VOLUME 422225.171 3746259.674 90.00 LOCATION L0000496 VOLUME 422226.292 3746263.514 90.00 LOCATION L0000497 VOLUME 422227.413 3746267.354 90.00 LOCATION L0000498 VOLUME 422228.533 3746271.193 90.00 LOCATION L0000499 VOLUME 422229.618 3746275.043 90.00 LOCATION L0000500 VOLUME 422230.678 3746278.900 90.00 LOCATION L0000501 VOLUME 422231.738 3746282.757 90.00 LOCATION L0000502 VOLUME 422232.798 3746286.614 90.00 LOCATION L0000503 VOLUME 422233.858 3746290.471 90.00 LOCATION L0000504 VOLUME 422234.919 3746294.328 90.00 LOCATION L0000505 VOLUME 422235.979 3746298.185 90.00 LOCATION L0000506 VOLUME 422237.039 3746302.042 90.00 LOCATION L0000507 VOLUME 422238.099 3746305.899 90.00 LOCATION L0000508 VOLUME 422239.159 3746309.756 90.00 LOCATION L0000509 VOLUME 422240.219 3746313.613 90.00 LOCATION L0000510 VOLUME 422241.279 3746317.470 90.00 LOCATION L0000511 VOLUME 422242.340 3746321.327 90.00 LOCATION L0000512 VOLUME 422243.400 3746325.184 90.00 LOCATION L0000513 VOLUME 422244.460 3746329.041 90.00 LOCATION L0000514 VOLUME 422245.520 3746332.898 90.00 LOCATION L0000515 VOLUME 422246.580 3746336.755 90.00 LOCATION L0000516 VOLUME 422247.640 3746340.612 90.00 LOCATION L0000517 VOLUME 422248.701 3746344.469 90.00 LOCATION L0000518 VOLUME 422249.761 3746348.326 90.00 LOCATION L0000519 VOLUME 422250.821 3746352.182 90.00 LOCATION L0000520 VOLUME 422251.881 3746356.039 90.00 LOCATION L0000521 VOLUME 422252.941 3746359.896 90.00 LOCATION L0000522 VOLUME 422254.001 3746363.753 90.00 LOCATION L0000523 VOLUME 422255.062 3746367.610 90.00 LOCATION L0000524 VOLUME 422256.122 3746371.467 90.00 LOCATION L0000525 VOLUME 422257.182 3746375.324 90.00 LOCATION L0000526 VOLUME 422258.242 3746379.181 90.00 LOCATION L0000527 VOLUME 422259.302 3746383.038 90.00 LOCATION L0000528 VOLUME 422260.362 3746386.895 90.00 LOCATION L0000529 VOLUME 422261.422 3746390.752 90.00 LOCATION L0000530 VOLUME 422262.483 3746394.609 90.00 LOCATION L0000531 VOLUME 422263.543 3746398.466 90.00 LOCATION L0000532 VOLUME 422264.603 3746402.323 90.00 LOCATION L0000533 VOLUME 422265.663 3746406.180 90.00 LOCATION L0000534 VOLUME 422266.723 3746410.037 90.00 LOCATION L0000535 VOLUME 422267.783 3746413.894 90.00 LOCATION L0000536 VOLUME 422268.844 3746417.751 90.00 LOCATION L0000537 VOLUME 422269.904 3746421.608 90.00 LOCATION L0000538 VOLUME 422270.964 3746425.465 90.00 LOCATION L0000539 VOLUME 422272.024 3746429.321 90.00 LOCATION L0000540 VOLUME 422273.084 3746433.178 90.00 LOCATION L0000541 VOLUME 422274.144 3746437.035 90.00 LOCATION L0000542 VOLUME 422275.205 3746440.892 90.00 ** End of LINE VOLUME Source ID = TRAIN ** Source Parameters ** ** LINE VOLUME Source ID = LAPALMA SRCPARAM L0000652 0.000001528 0.00 11.34 0.85 SRCPARAM L0000653 0.000001528 0.00 11.34 0.85 SRCPARAM L0000654 0.000001528 0.00 11.34 0.85 SRCPARAM L0000655 0.000001528 0.00 11.34 0.85 SRCPARAM L0000656 0.000001528 0.00 11.34 0.85 SRCPARAM L0000657 0.000001528 0.00 11.34 0.85 SRCPARAM L0000658 0.000001528 0.00 11.34 0.85 SRCPARAM L0000659 0.000001528 0.00 11.34 0.85 SRCPARAM L0000660 0.000001528 0.00 11.34 0.85 SRCPARAM L0000661 0.000001528 0.00 11.34 0.85 SRCPARAM L0000662 0.000001528 0.00 11.34 0.85 SRCPARAM L0000663 0.000001528 0.00 11.34 0.85 SRCPARAM L0000664 0.000001528 0.00 11.34 0.85 SRCPARAM L0000665 0.000001528 0.00 11.34 0.85 SRCPARAM L0000666 0.000001528 0.00 11.34 0.85 SRCPARAM L0000667 0.000001528 0.00 11.34 0.85 SRCPARAM L0000668 0.000001528 0.00 11.34 0.85 SRCPARAM L0000669 0.000001528 0.00 11.34 0.85 SRCPARAM L0000670 0.000001528 0.00 11.34 0.85 SRCPARAM L0000671 0.000001528 0.00 11.34 0.85 SRCPARAM L0000672 0.000001528 0.00 11.34 0.85 SRCPARAM L0000673 0.000001528 0.00 11.34 0.85 SRCPARAM L0000674 0.000001528 0.00 11.34 0.85 SRCPARAM L0000675 0.000001528 0.00 11.34 0.85 SRCPARAM L0000676 0.000001528 0.00 11.34 0.85 SRCPARAM L0000677 0.000001528 0.00 11.34 0.85 SRCPARAM L0000678 0.000001528 0.00 11.34 0.85 SRCPARAM L0000679 0.000001528 0.00 11.34 0.85 SRCPARAM L0000680 0.000001528 0.00 11.34 0.85 SRCPARAM L0000681 0.000001528 0.00 11.34 0.85 SRCPARAM L0000682 0.000001528 0.00 11.34 0.85 SRCPARAM L0000683 0.000001528 0.00 11.34 0.85 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = TUSTIN SRCPARAM L0000684 0.00000568 0.00 16.45 0.85 SRCPARAM L0000685 0.00000568 0.00 16.45 0.85 SRCPARAM L0000686 0.00000568 0.00 16.45 0.85 SRCPARAM L0000687 0.00000568 0.00 16.45 0.85 SRCPARAM L0000688 0.00000568 0.00 16.45 0.85 SRCPARAM L0000689 0.00000568 0.00 16.45 0.85 SRCPARAM L0000690 0.00000568 0.00 16.45 0.85 SRCPARAM L0000691 0.00000568 0.00 16.45 0.85 SRCPARAM L0000692 0.00000568 0.00 16.45 0.85 SRCPARAM L0000693 0.00000568 0.00 16.45 0.85 SRCPARAM L0000694 0.00000568 0.00 16.45 0.85 SRCPARAM L0000695 0.00000568 0.00 16.45 0.85 SRCPARAM L0000696 0.00000568 0.00 16.45 0.85 SRCPARAM L0000697 0.00000568 0.00 16.45 0.85 SRCPARAM L0000698 0.00000568 0.00 16.45 0.85 SRCPARAM L0000699 0.00000568 0.00 16.45 0.85 SRCPARAM L0000700 0.00000568 0.00 16.45 0.85 SRCPARAM L0000701 0.00000568 0.00 16.45 0.85 SRCPARAM L0000702 0.00000568 0.00 16.45 0.85 SRCPARAM L0000703 0.00000568 0.00 16.45 0.85 SRCPARAM L0000704 0.00000568 0.00 16.45 0.85 SRCPARAM L0000705 0.00000568 0.00 16.45 0.85 SRCPARAM L0000706 0.00000568 0.00 16.45 0.85 SRCPARAM L0000707 0.00000568 0.00 16.45 0.85 SRCPARAM L0000708 0.00000568 0.00 16.45 0.85 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SR91 SRCPARAM L0000709 0.000004023 0.00 13.04 0.85 SRCPARAM L0000710 0.000004023 0.00 13.04 0.85 SRCPARAM L0000711 0.000004023 0.00 13.04 0.85 SRCPARAM L0000712 0.000004023 0.00 13.04 0.85 SRCPARAM L0000713 0.000004023 0.00 13.04 0.85 SRCPARAM L0000714 0.000004023 0.00 13.04 0.85 SRCPARAM L0000715 0.000004023 0.00 13.04 0.85 SRCPARAM L0000716 0.000004023 0.00 13.04 0.85 SRCPARAM L0000717 0.000004023 0.00 13.04 0.85 SRCPARAM L0000718 0.000004023 0.00 13.04 0.85 SRCPARAM L0000719 0.000004023 0.00 13.04 0.85 SRCPARAM L0000720 0.000004023 0.00 13.04 0.85 SRCPARAM L0000721 0.000004023 0.00 13.04 0.85 SRCPARAM L0000722 0.000004023 0.00 13.04 0.85 SRCPARAM L0000723 0.000004023 0.00 13.04 0.85 SRCPARAM L0000724 0.000004023 0.00 13.04 0.85 SRCPARAM L0000725 0.000004023 0.00 13.04 0.85 SRCPARAM L0000726 0.000004023 0.00 13.04 0.85 SRCPARAM L0000727 0.000004023 0.00 13.04 0.85 SRCPARAM L0000728 0.000004023 0.00 13.04 0.85 SRCPARAM L0000729 0.000004023 0.00 13.04 0.85 SRCPARAM L0000730 0.000004023 0.00 13.04 0.85 SRCPARAM L0000731 0.000004023 0.00 13.04 0.85 SRCPARAM L0000732 0.000004023 0.00 13.04 0.85 SRCPARAM L0000733 0.000004023 0.00 13.04 0.85 SRCPARAM L0000734 0.000004023 0.00 13.04 0.85 SRCPARAM L0000735 0.000004023 0.00 13.04 0.85 SRCPARAM L0000736 0.000004023 0.00 13.04 0.85 SRCPARAM L0000737 0.000004023 0.00 13.04 0.85 SRCPARAM L0000738 0.000004023 0.00 13.04 0.85 SRCPARAM L0000739 0.000004023 0.00 13.04 0.85 SRCPARAM L0000740 0.000004023 0.00 13.04 0.85 SRCPARAM L0000741 0.000004023 0.00 13.04 0.85 SRCPARAM L0000742 0.000004023 0.00 13.04 0.85 SRCPARAM L0000743 0.000004023 0.00 13.04 0.85 SRCPARAM L0000744 0.000004023 0.00 13.04 0.85 SRCPARAM L0000745 0.000004023 0.00 13.04 0.85 SRCPARAM L0000746 0.000004023 0.00 13.04 0.85 SRCPARAM L0000747 0.000004023 0.00 13.04 0.85 SRCPARAM L0000748 0.000004023 0.00 13.04 0.85 SRCPARAM L0000749 0.000004023 0.00 13.04 0.85 SRCPARAM L0000750 0.000004023 0.00 13.04 0.85 SRCPARAM L0000751 0.000004023 0.00 13.04 0.85 ** --------------------------------------------------------------------- SRCPARAM IDMETRO 0.00003179 4.600 351.000 3.73000 0.670 SRCPARAM AUTOBODY 7.818E-08 9.144 366.000 5.00000 1.000 ** LINE VOLUME Source ID = TRAIN SRCPARAM L0000434 0.00000289 0.00 1.86 2.60 SRCPARAM L0000435 0.00000289 0.00 1.86 2.60 SRCPARAM L0000436 0.00000289 0.00 1.86 2.60 SRCPARAM L0000437 0.00000289 0.00 1.86 2.60 SRCPARAM L0000438 0.00000289 0.00 1.86 2.60 SRCPARAM L0000439 0.00000289 0.00 1.86 2.60 SRCPARAM L0000440 0.00000289 0.00 1.86 2.60 SRCPARAM L0000441 0.00000289 0.00 1.86 2.60 SRCPARAM L0000442 0.00000289 0.00 1.86 2.60 SRCPARAM L0000443 0.00000289 0.00 1.86 2.60 SRCPARAM L0000444 0.00000289 0.00 1.86 2.60 SRCPARAM L0000445 0.00000289 0.00 1.86 2.60 SRCPARAM L0000446 0.00000289 0.00 1.86 2.60 SRCPARAM L0000447 0.00000289 0.00 1.86 2.60 SRCPARAM L0000448 0.00000289 0.00 1.86 2.60 SRCPARAM L0000449 0.00000289 0.00 1.86 2.60 SRCPARAM L0000450 0.00000289 0.00 1.86 2.60 SRCPARAM L0000451 0.00000289 0.00 1.86 2.60 SRCPARAM L0000452 0.00000289 0.00 1.86 2.60 SRCPARAM L0000453 0.00000289 0.00 1.86 2.60 SRCPARAM L0000454 0.00000289 0.00 1.86 2.60 SRCPARAM L0000455 0.00000289 0.00 1.86 2.60 SRCPARAM L0000456 0.00000289 0.00 1.86 2.60 SRCPARAM L0000457 0.00000289 0.00 1.86 2.60 SRCPARAM L0000458 0.00000289 0.00 1.86 2.60 SRCPARAM L0000459 0.00000289 0.00 1.86 2.60 SRCPARAM L0000460 0.00000289 0.00 1.86 2.60 SRCPARAM L0000461 0.00000289 0.00 1.86 2.60 SRCPARAM L0000462 0.00000289 0.00 1.86 2.60 SRCPARAM L0000463 0.00000289 0.00 1.86 2.60 SRCPARAM L0000464 0.00000289 0.00 1.86 2.60 SRCPARAM L0000465 0.00000289 0.00 1.86 2.60 SRCPARAM L0000466 0.00000289 0.00 1.86 2.60 SRCPARAM L0000467 0.00000289 0.00 1.86 2.60 SRCPARAM L0000468 0.00000289 0.00 1.86 2.60 SRCPARAM L0000469 0.00000289 0.00 1.86 2.60 SRCPARAM L0000470 0.00000289 0.00 1.86 2.60 SRCPARAM L0000471 0.00000289 0.00 1.86 2.60 SRCPARAM L0000472 0.00000289 0.00 1.86 2.60 SRCPARAM L0000473 0.00000289 0.00 1.86 2.60 SRCPARAM L0000474 0.00000289 0.00 1.86 2.60 SRCPARAM L0000475 0.00000289 0.00 1.86 2.60 SRCPARAM L0000476 0.00000289 0.00 1.86 2.60 SRCPARAM L0000477 0.00000289 0.00 1.86 2.60 SRCPARAM L0000478 0.00000289 0.00 1.86 2.60 SRCPARAM L0000479 0.00000289 0.00 1.86 2.60 SRCPARAM L0000480 0.00000289 0.00 1.86 2.60 SRCPARAM L0000481 0.00000289 0.00 1.86 2.60 SRCPARAM L0000482 0.00000289 0.00 1.86 2.60 SRCPARAM L0000483 0.00000289 0.00 1.86 2.60 SRCPARAM L0000484 0.00000289 0.00 1.86 2.60 SRCPARAM L0000485 0.00000289 0.00 1.86 2.60 SRCPARAM L0000486 0.00000289 0.00 1.86 2.60 SRCPARAM L0000487 0.00000289 0.00 1.86 2.60 SRCPARAM L0000488 0.00000289 0.00 1.86 2.60 SRCPARAM L0000489 0.00000289 0.00 1.86 2.60 SRCPARAM L0000490 0.00000289 0.00 1.86 2.60 SRCPARAM L0000491 0.00000289 0.00 1.86 2.60 SRCPARAM L0000492 0.00000289 0.00 1.86 2.60 SRCPARAM L0000493 0.00000289 0.00 1.86 2.60 SRCPARAM L0000494 0.00000289 0.00 1.86 2.60 SRCPARAM L0000495 0.00000289 0.00 1.86 2.60 SRCPARAM L0000496 0.00000289 0.00 1.86 2.60 SRCPARAM L0000497 0.00000289 0.00 1.86 2.60 SRCPARAM L0000498 0.00000289 0.00 1.86 2.60 SRCPARAM L0000499 0.00000289 0.00 1.86 2.60 SRCPARAM L0000500 0.00000289 0.00 1.86 2.60 SRCPARAM L0000501 0.00000289 0.00 1.86 2.60 SRCPARAM L0000502 0.00000289 0.00 1.86 2.60 SRCPARAM L0000503 0.00000289 0.00 1.86 2.60 SRCPARAM L0000504 0.00000289 0.00 1.86 2.60 SRCPARAM L0000505 0.00000289 0.00 1.86 2.60 SRCPARAM L0000506 0.00000289 0.00 1.86 2.60 SRCPARAM L0000507 0.00000289 0.00 1.86 2.60 SRCPARAM L0000508 0.00000289 0.00 1.86 2.60 SRCPARAM L0000509 0.00000289 0.00 1.86 2.60 SRCPARAM L0000510 0.00000289 0.00 1.86 2.60 SRCPARAM L0000511 0.00000289 0.00 1.86 2.60 SRCPARAM L0000512 0.00000289 0.00 1.86 2.60 SRCPARAM L0000513 0.00000289 0.00 1.86 2.60 SRCPARAM L0000514 0.00000289 0.00 1.86 2.60 SRCPARAM L0000515 0.00000289 0.00 1.86 2.60 SRCPARAM L0000516 0.00000289 0.00 1.86 2.60 SRCPARAM L0000517 0.00000289 0.00 1.86 2.60 SRCPARAM L0000518 0.00000289 0.00 1.86 2.60 SRCPARAM L0000519 0.00000289 0.00 1.86 2.60 SRCPARAM L0000520 0.00000289 0.00 1.86 2.60 SRCPARAM L0000521 0.00000289 0.00 1.86 2.60 SRCPARAM L0000522 0.00000289 0.00 1.86 2.60 SRCPARAM L0000523 0.00000289 0.00 1.86 2.60 SRCPARAM L0000524 0.00000289 0.00 1.86 2.60 SRCPARAM L0000525 0.00000289 0.00 1.86 2.60 SRCPARAM L0000526 0.00000289 0.00 1.86 2.60 SRCPARAM L0000527 0.00000289 0.00 1.86 2.60 SRCPARAM L0000528 0.00000289 0.00 1.86 2.60 SRCPARAM L0000529 0.00000289 0.00 1.86 2.60 SRCPARAM L0000530 0.00000289 0.00 1.86 2.60 SRCPARAM L0000531 0.00000289 0.00 1.86 2.60 SRCPARAM L0000532 0.00000289 0.00 1.86 2.60 SRCPARAM L0000533 0.00000289 0.00 1.86 2.60 SRCPARAM L0000534 0.00000289 0.00 1.86 2.60 SRCPARAM L0000535 0.00000289 0.00 1.86 2.60 SRCPARAM L0000536 0.00000289 0.00 1.86 2.60 SRCPARAM L0000537 0.00000289 0.00 1.86 2.60 SRCPARAM L0000538 0.00000289 0.00 1.86 2.60 SRCPARAM L0000539 0.00000289 0.00 1.86 2.60 SRCPARAM L0000540 0.00000289 0.00 1.86 2.60 SRCPARAM L0000541 0.00000289 0.00 1.86 2.60 SRCPARAM L0000542 0.00000289 0.00 1.86 2.60 ** --------------------------------------------------------------------- URBANSRC ALL SRCGROUP ALL SO FINISHED ** **************************************** ** AERMOD Receptor Pathway **************************************** ** ** RE STARTING INCLUDED Cancer37-48.rou RE FINISHED ** **************************************** ** AERMOD Meteorology Pathway **************************************** ** ** ME STARTING SURFFILE ..\anah8.sfc PROFFILE ..\anah8.PFL SURFDATA 0 2006 Anaheim 413140.00 3743570.00 UAIRDATA 3190 2006 SITEDATA 99999 2006 PROFBASE 41.0 METERS ME FINISHED ** **************************************** ** AERMOD Output Pathway **************************************** ** ** OU STARTING RECTABLE ALLAVE 1ST RECTABLE 24 1ST ** Auto-Generated Plotfiles PLOTFILE 24 ALL 1ST CANCER37-48.AD\24H1GALL.PLT 31 PLOTFILE ANNUAL ALL CANCER37-48.AD\AN00GALL.PLT 32 SUMMFILE Cancer37-48.sum OU FINISHED ** **************************************** ** Project Parameters **************************************** ** PROJCTN CoordinateSystemUTM ** DESCPTN UTM: Universal Transverse Mercator ** DATUM World Geodetic System 1984 ** DTMRGN Global Definition ** UNITS m ** ZONE 11 ** ZONEINX 0 ** * A E R M O D ( 1 6 2 1 6 r ) : A n a h e i m O C L i n k R e s i d e n t i a l A p a r t m e n t s 0 3 / 1 1 / 1 7 * A E R M E T ( 1 4 1 3 4 ) : 2 1 : 5 3 : 2 8 * M O D E L I N G O P T I O N S U S E D : R e g D F A U L T C O N C E L E V U R B A N * P L O T F I L E O F A N N U A L V A L U E S A V E R A G E D A C R O S S 5 Y E A R S F O R S O U R C E G R O U P : A L L * F O R A T O T A L O F 8 R E C E P T O R S . * F O R M A T : ( 3 ( 1 X , F 1 3 . 5 ) , 3 ( 1 X , F 8 . 2 ) , 2 X , A 6 , 2 X , A 8 , 2 X , I 8 . 8 , 2 X , A 8 ) * X Y A V E R A G E C O N C Z E L E V Z H I L L Z F L A G A V E G R P N U M Y R S N E T I D * _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 2 2 3 2 5 . 0 0 0 0 0 3 7 4 6 4 3 2 . 0 0 0 0 0 0 . 0 2 5 8 1 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 3 6 7 . 0 0 0 0 0 3 7 4 6 3 4 9 . 0 0 0 0 0 0 . 0 1 7 1 8 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 3 0 8 . 0 0 0 0 0 3 7 4 6 3 3 5 . 0 0 0 0 0 0 . 0 3 0 7 3 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 7 2 . 0 0 0 0 0 3 7 4 6 3 7 1 . 0 0 0 0 0 0 . 0 9 4 9 7 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 9 0 . 0 0 0 0 0 3 7 4 6 2 0 5 . 0 0 0 0 0 0 . 0 2 5 3 8 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 3 3 8 . 0 0 0 0 0 3 7 4 6 1 3 1 . 0 0 0 0 0 0 . 0 1 5 2 7 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 5 1 . 0 0 0 0 0 3 7 4 6 1 4 4 . 0 0 0 0 0 0 . 0 3 2 6 6 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 2 1 . 0 0 0 0 0 3 7 4 6 1 8 9 . 0 0 0 0 0 0 . 0 9 5 9 7 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 ** C O N C U N I T u g / m ^ 3 ** D E P U N I T g / m ^ 2 OC Link Project, Health Risk Assessment & Odor Analysis City of Anaheim Appendix F APPENDIX F AERMOD Model PM10 Non-Cancer Risk Printouts ** **************************************** ** ** AERMOD Input Produced by: ** AERMOD View Ver. 9.3.0 ** Lakes Environmental Software Inc. ** Date: 3/11/2017 ** File: C:\Vista Env\2017\17007 Anaheim\AERMOD\NonCancer\NonCancer.ADI ** **************************************** ** ** **************************************** ** AERMOD Control Pathway **************************************** ** ** CO STARTING TITLEONE Anaheim OC Link Residential Apartments TITLETWO PM10 NonCancer Risks 2019 MODELOPT DFAULT CONC AVERTIME 1 24 ANNUAL URBANOPT 3010759 Orange_County POLLUTID PM_10 RUNORNOT RUN ERRORFIL NonCancer.err CO FINISHED ** **************************************** ** AERMOD Source Pathway **************************************** ** ** SO STARTING ** Source Location ** ** Source ID - Type - X Coord. - Y Coord. ** ** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = LAPALMA ** DESCRSRC La Palma Avenue ** PREFIX ** Length of Side = 24.38 ** Configuration = Adjacent ** Emission Rate = 0.000175 ** Vertical Dimension = 1.83 ** SZINIT = 0.85 ** Nodes = 7 ** 421777.087, 3746298.902, 85.94, 0.00, 11.34 ** 422076.430, 3746383.133, 88.96, 0.00, 11.34 ** 422137.617, 3746403.973, 89.01, 0.00, 11.34 ** 422206.040, 3746440.197, 89.87, 0.00, 11.34 ** 422262.389, 3746455.147, 89.94, 0.00, 11.34 ** 422319.887, 3746456.872, 90.00, 0.00, 11.34 ** 422527.367, 3746450.366, 90.00, 0.00, 11.34 ** --------------------------------------------------------------------- LOCATION L0000752 VOLUME 421788.823 3746302.205 86.38 LOCATION L0000753 VOLUME 421812.295 3746308.809 86.75 LOCATION L0000754 VOLUME 421835.768 3746315.414 87.00 LOCATION L0000755 VOLUME 421859.240 3746322.019 87.00 LOCATION L0000756 VOLUME 421882.713 3746328.624 87.00 LOCATION L0000757 VOLUME 421906.185 3746335.229 87.00 LOCATION L0000758 VOLUME 421929.658 3746341.833 87.26 LOCATION L0000759 VOLUME 421953.130 3746348.438 87.57 LOCATION L0000760 VOLUME 421976.603 3746355.043 87.87 LOCATION L0000761 VOLUME 422000.075 3746361.648 88.18 LOCATION L0000762 VOLUME 422023.548 3746368.253 88.48 LOCATION L0000763 VOLUME 422047.020 3746374.857 88.78 LOCATION L0000764 VOLUME 422070.492 3746381.462 89.00 LOCATION L0000765 VOLUME 422093.673 3746389.006 89.00 LOCATION L0000766 VOLUME 422116.755 3746396.868 89.00 LOCATION L0000767 VOLUME 422139.690 3746405.071 89.00 LOCATION L0000768 VOLUME 422161.240 3746416.480 89.26 LOCATION L0000769 VOLUME 422182.790 3746427.888 89.54 LOCATION L0000770 VOLUME 422204.340 3746439.297 89.82 LOCATION L0000771 VOLUME 422227.750 3746445.957 90.00 LOCATION L0000772 VOLUME 422251.319 3746452.210 90.00 LOCATION L0000773 VOLUME 422275.314 3746455.535 90.00 LOCATION L0000774 VOLUME 422299.687 3746456.266 90.00 LOCATION L0000775 VOLUME 422324.060 3746456.741 90.00 LOCATION L0000776 VOLUME 422348.432 3746455.977 90.00 LOCATION L0000777 VOLUME 422372.804 3746455.213 90.00 LOCATION L0000778 VOLUME 422397.176 3746454.448 90.00 LOCATION L0000779 VOLUME 422421.548 3746453.684 90.00 LOCATION L0000780 VOLUME 422445.920 3746452.920 90.00 LOCATION L0000781 VOLUME 422470.292 3746452.156 90.00 LOCATION L0000782 VOLUME 422494.664 3746451.391 90.00 LOCATION L0000783 VOLUME 422519.036 3746450.627 90.00 ** End of LINE VOLUME Source ID = LAPALMA ** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = TUSTIN ** DESCRSRC Tustin Ave ** PREFIX ** Length of Side = 35.36 ** Configuration = Adjacent ** Emission Rate = 0.000508 ** Vertical Dimension = 1.83 ** SZINIT = 0.85 ** Nodes = 10 ** 422443.912, 3746847.551, 90.00, 0.00, 16.45 ** 422484.810, 3746795.600, 90.00, 0.00, 16.45 ** 422520.181, 3746735.912, 90.00, 0.00, 16.45 ** 422545.603, 3746659.644, 90.00, 0.00, 16.45 ** 422548.919, 3746550.215, 90.00, 0.00, 16.45 ** 422542.287, 3746410.942, 90.00, 0.00, 16.45 ** 422534.747, 3746262.937, 90.00, 0.00, 16.45 ** 422529.110, 3746192.471, 90.00, 0.00, 16.45 ** 422510.319, 3746095.697, 90.16, 0.00, 16.45 ** 422483.688, 3745990.592, 90.62, 0.00, 16.45 ** --------------------------------------------------------------------- LOCATION L0000784 VOLUME 422454.848 3746833.660 90.00 LOCATION L0000785 VOLUME 422476.718 3746805.879 90.00 LOCATION L0000786 VOLUME 422496.166 3746776.437 90.00 LOCATION L0000787 VOLUME 422514.191 3746746.020 90.00 LOCATION L0000788 VOLUME 422527.646 3746713.516 90.00 LOCATION L0000789 VOLUME 422538.827 3746679.974 90.00 LOCATION L0000790 VOLUME 422546.025 3746645.723 90.00 LOCATION L0000791 VOLUME 422547.096 3746610.383 90.00 LOCATION L0000792 VOLUME 422548.167 3746575.042 90.00 LOCATION L0000793 VOLUME 422548.419 3746539.709 90.00 LOCATION L0000794 VOLUME 422546.737 3746504.392 90.00 LOCATION L0000795 VOLUME 422545.056 3746469.075 90.00 LOCATION L0000796 VOLUME 422543.374 3746433.758 90.00 LOCATION L0000797 VOLUME 422541.651 3746398.444 90.00 LOCATION L0000798 VOLUME 422539.852 3746363.133 90.00 LOCATION L0000799 VOLUME 422538.053 3746327.822 90.00 LOCATION L0000800 VOLUME 422536.254 3746292.511 90.00 LOCATION L0000801 VOLUME 422534.289 3746257.210 90.00 LOCATION L0000802 VOLUME 422531.470 3746221.966 90.00 LOCATION L0000803 VOLUME 422528.011 3746186.809 90.01 LOCATION L0000804 VOLUME 422521.271 3746152.101 90.00 LOCATION L0000805 VOLUME 422514.532 3746117.392 90.00 LOCATION L0000806 VOLUME 422507.063 3746082.847 90.29 LOCATION L0000807 VOLUME 422498.379 3746048.573 90.50 LOCATION L0000808 VOLUME 422489.695 3746014.299 90.56 ** End of LINE VOLUME Source ID = TUSTIN ** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = SR91 ** DESCRSRC State Route 91 ** PREFIX ** Length of Side = 28.04 ** Configuration = Adjacent ** Emission Rate = 0.0066 ** Vertical Dimension = 1.83 ** SZINIT = 0.85 ** Nodes = 10 ** 421774.855, 3745891.117, 85.54, 0.00, 13.04 ** 422020.904, 3745962.763, 88.55, 0.00, 13.04 ** 422123.660, 3745991.988, 89.08, 0.00, 13.04 ** 422198.135, 3746004.243, 89.86, 0.00, 13.04 ** 422321.631, 3746000.472, 90.00, 0.00, 13.04 ** 422425.330, 3745985.388, 90.09, 0.00, 13.04 ** 422516.993, 3745951.772, 90.98, 0.00, 13.04 ** 422621.966, 3745886.064, 92.23, 0.00, 13.04 ** 422723.685, 3745804.719, 93.43, 0.00, 13.04 ** 422860.105, 3745676.063, 95.51, 0.00, 13.04 ** --------------------------------------------------------------------- LOCATION L0000809 VOLUME 421788.316 3745895.037 85.48 LOCATION L0000810 VOLUME 421815.240 3745902.876 85.83 LOCATION L0000811 VOLUME 421842.163 3745910.716 86.18 LOCATION L0000812 VOLUME 421869.087 3745918.556 86.52 LOCATION L0000813 VOLUME 421896.010 3745926.396 86.87 LOCATION L0000814 VOLUME 421922.933 3745934.235 87.22 LOCATION L0000815 VOLUME 421949.857 3745942.075 87.57 LOCATION L0000816 VOLUME 421976.780 3745949.915 87.92 LOCATION L0000817 VOLUME 422003.704 3745957.755 88.27 LOCATION L0000818 VOLUME 422030.645 3745965.534 88.61 LOCATION L0000819 VOLUME 422057.616 3745973.204 88.96 LOCATION L0000820 VOLUME 422084.588 3745980.875 89.00 LOCATION L0000821 VOLUME 422111.560 3745988.546 89.00 LOCATION L0000822 VOLUME 422138.917 3745994.498 89.02 LOCATION L0000823 VOLUME 422166.587 3745999.051 89.37 LOCATION L0000824 VOLUME 422194.256 3746003.605 89.73 LOCATION L0000825 VOLUME 422222.234 3746003.507 90.00 LOCATION L0000826 VOLUME 422250.263 3746002.651 90.00 LOCATION L0000827 VOLUME 422278.291 3746001.795 90.00 LOCATION L0000828 VOLUME 422306.320 3746000.939 90.00 LOCATION L0000829 VOLUME 422334.222 3745998.641 90.00 LOCATION L0000830 VOLUME 422361.971 3745994.604 90.00 LOCATION L0000831 VOLUME 422389.721 3745990.568 90.00 LOCATION L0000832 VOLUME 422417.471 3745986.532 90.00 LOCATION L0000833 VOLUME 422444.200 3745978.468 90.00 LOCATION L0000834 VOLUME 422470.527 3745968.813 90.32 LOCATION L0000835 VOLUME 422496.854 3745959.158 90.66 LOCATION L0000836 VOLUME 422522.580 3745948.275 91.00 LOCATION L0000837 VOLUME 422546.349 3745933.396 91.30 LOCATION L0000838 VOLUME 422570.118 3745918.518 91.62 LOCATION L0000839 VOLUME 422593.887 3745903.640 91.93 LOCATION L0000840 VOLUME 422617.656 3745888.761 92.11 LOCATION L0000841 VOLUME 422639.895 3745871.726 92.34 LOCATION L0000842 VOLUME 422661.795 3745854.212 92.68 LOCATION L0000843 VOLUME 422683.695 3745836.699 93.10 LOCATION L0000844 VOLUME 422705.595 3745819.186 93.38 LOCATION L0000845 VOLUME 422727.234 3745801.372 93.67 LOCATION L0000846 VOLUME 422747.635 3745782.132 93.93 LOCATION L0000847 VOLUME 422768.035 3745762.893 94.16 LOCATION L0000848 VOLUME 422788.436 3745743.654 94.47 LOCATION L0000849 VOLUME 422808.836 3745724.414 94.73 LOCATION L0000850 VOLUME 422829.236 3745705.175 95.00 LOCATION L0000851 VOLUME 422849.637 3745685.935 95.27 ** End of LINE VOLUME Source ID = SR91 LOCATION IDMETRO POINT 422238.090 3746310.320 90.000 ** DESCRSRC Metrolink Train Idling LOCATION AUTOBODY POINT 422095.220 3746340.820 89.000 ** DESCRSRC Anaheim Hills Auto Body ** --------------------------------------------------------------------- ** Line Source Represented by Adjacent Volume Sources ** LINE VOLUME Source ID = TRAIN ** DESCRSRC BNSF Railroad & Metrolink ** PREFIX ** Length of Side = 4.00 ** Configuration = Adjacent ** Emission Rate = 0.000315 ** Vertical Dimension = 5.60 ** SZINIT = 2.60 ** Nodes = 4 ** 422156.384, 3746023.487, 89.09, 0.00, 1.86 ** 422188.049, 3746132.500, 89.67, 0.00, 1.86 ** 422228.978, 3746272.717, 89.92, 0.00, 1.86 ** 422275.586, 3746442.280, 89.94, 0.00, 1.86 ** --------------------------------------------------------------------- LOCATION L0000434 VOLUME 422156.942 3746025.408 89.25 LOCATION L0000435 VOLUME 422158.057 3746029.249 89.26 LOCATION L0000436 VOLUME 422159.173 3746033.090 89.27 LOCATION L0000437 VOLUME 422160.289 3746036.931 89.29 LOCATION L0000438 VOLUME 422161.405 3746040.773 89.30 LOCATION L0000439 VOLUME 422162.521 3746044.614 89.32 LOCATION L0000440 VOLUME 422163.636 3746048.455 89.33 LOCATION L0000441 VOLUME 422164.752 3746052.296 89.34 LOCATION L0000442 VOLUME 422165.868 3746056.137 89.36 LOCATION L0000443 VOLUME 422166.984 3746059.979 89.37 LOCATION L0000444 VOLUME 422168.100 3746063.820 89.39 LOCATION L0000445 VOLUME 422169.215 3746067.661 89.40 LOCATION L0000446 VOLUME 422170.331 3746071.502 89.41 LOCATION L0000447 VOLUME 422171.447 3746075.344 89.43 LOCATION L0000448 VOLUME 422172.563 3746079.185 89.44 LOCATION L0000449 VOLUME 422173.678 3746083.026 89.46 LOCATION L0000450 VOLUME 422174.794 3746086.867 89.47 LOCATION L0000451 VOLUME 422175.910 3746090.709 89.49 LOCATION L0000452 VOLUME 422177.026 3746094.550 89.50 LOCATION L0000453 VOLUME 422178.142 3746098.391 89.51 LOCATION L0000454 VOLUME 422179.257 3746102.232 89.53 LOCATION L0000455 VOLUME 422180.373 3746106.073 89.54 LOCATION L0000456 VOLUME 422181.489 3746109.915 89.56 LOCATION L0000457 VOLUME 422182.605 3746113.756 89.57 LOCATION L0000458 VOLUME 422183.721 3746117.597 89.58 LOCATION L0000459 VOLUME 422184.836 3746121.438 89.60 LOCATION L0000460 VOLUME 422185.952 3746125.280 89.61 LOCATION L0000461 VOLUME 422187.068 3746129.121 89.63 LOCATION L0000462 VOLUME 422188.184 3746132.962 89.64 LOCATION L0000463 VOLUME 422189.305 3746136.802 89.65 LOCATION L0000464 VOLUME 422190.426 3746140.641 89.67 LOCATION L0000465 VOLUME 422191.547 3746144.481 89.68 LOCATION L0000466 VOLUME 422192.668 3746148.321 89.70 LOCATION L0000467 VOLUME 422193.788 3746152.161 89.71 LOCATION L0000468 VOLUME 422194.909 3746156.000 89.72 LOCATION L0000469 VOLUME 422196.030 3746159.840 89.74 LOCATION L0000470 VOLUME 422197.151 3746163.680 89.75 LOCATION L0000471 VOLUME 422198.272 3746167.520 89.77 LOCATION L0000472 VOLUME 422199.392 3746171.359 89.78 LOCATION L0000473 VOLUME 422200.513 3746175.199 89.80 LOCATION L0000474 VOLUME 422201.634 3746179.039 89.81 LOCATION L0000475 VOLUME 422202.755 3746182.879 89.82 LOCATION L0000476 VOLUME 422203.876 3746186.719 89.84 LOCATION L0000477 VOLUME 422204.996 3746190.558 89.85 LOCATION L0000478 VOLUME 422206.117 3746194.398 89.87 LOCATION L0000479 VOLUME 422207.238 3746198.238 89.88 LOCATION L0000480 VOLUME 422208.359 3746202.078 89.89 LOCATION L0000481 VOLUME 422209.480 3746205.917 89.91 LOCATION L0000482 VOLUME 422210.601 3746209.757 89.92 LOCATION L0000483 VOLUME 422211.721 3746213.597 89.94 LOCATION L0000484 VOLUME 422212.842 3746217.437 89.95 LOCATION L0000485 VOLUME 422213.963 3746221.276 89.96 LOCATION L0000486 VOLUME 422215.084 3746225.116 89.98 LOCATION L0000487 VOLUME 422216.205 3746228.956 89.99 LOCATION L0000488 VOLUME 422217.325 3746232.796 90.00 LOCATION L0000489 VOLUME 422218.446 3746236.635 90.00 LOCATION L0000490 VOLUME 422219.567 3746240.475 90.00 LOCATION L0000491 VOLUME 422220.688 3746244.315 90.00 LOCATION L0000492 VOLUME 422221.809 3746248.155 90.00 LOCATION L0000493 VOLUME 422222.929 3746251.995 90.00 LOCATION L0000494 VOLUME 422224.050 3746255.834 90.00 LOCATION L0000495 VOLUME 422225.171 3746259.674 90.00 LOCATION L0000496 VOLUME 422226.292 3746263.514 90.00 LOCATION L0000497 VOLUME 422227.413 3746267.354 90.00 LOCATION L0000498 VOLUME 422228.533 3746271.193 90.00 LOCATION L0000499 VOLUME 422229.618 3746275.043 90.00 LOCATION L0000500 VOLUME 422230.678 3746278.900 90.00 LOCATION L0000501 VOLUME 422231.738 3746282.757 90.00 LOCATION L0000502 VOLUME 422232.798 3746286.614 90.00 LOCATION L0000503 VOLUME 422233.858 3746290.471 90.00 LOCATION L0000504 VOLUME 422234.919 3746294.328 90.00 LOCATION L0000505 VOLUME 422235.979 3746298.185 90.00 LOCATION L0000506 VOLUME 422237.039 3746302.042 90.00 LOCATION L0000507 VOLUME 422238.099 3746305.899 90.00 LOCATION L0000508 VOLUME 422239.159 3746309.756 90.00 LOCATION L0000509 VOLUME 422240.219 3746313.613 90.00 LOCATION L0000510 VOLUME 422241.279 3746317.470 90.00 LOCATION L0000511 VOLUME 422242.340 3746321.327 90.00 LOCATION L0000512 VOLUME 422243.400 3746325.184 90.00 LOCATION L0000513 VOLUME 422244.460 3746329.041 90.00 LOCATION L0000514 VOLUME 422245.520 3746332.898 90.00 LOCATION L0000515 VOLUME 422246.580 3746336.755 90.00 LOCATION L0000516 VOLUME 422247.640 3746340.612 90.00 LOCATION L0000517 VOLUME 422248.701 3746344.469 90.00 LOCATION L0000518 VOLUME 422249.761 3746348.326 90.00 LOCATION L0000519 VOLUME 422250.821 3746352.182 90.00 LOCATION L0000520 VOLUME 422251.881 3746356.039 90.00 LOCATION L0000521 VOLUME 422252.941 3746359.896 90.00 LOCATION L0000522 VOLUME 422254.001 3746363.753 90.00 LOCATION L0000523 VOLUME 422255.062 3746367.610 90.00 LOCATION L0000524 VOLUME 422256.122 3746371.467 90.00 LOCATION L0000525 VOLUME 422257.182 3746375.324 90.00 LOCATION L0000526 VOLUME 422258.242 3746379.181 90.00 LOCATION L0000527 VOLUME 422259.302 3746383.038 90.00 LOCATION L0000528 VOLUME 422260.362 3746386.895 90.00 LOCATION L0000529 VOLUME 422261.422 3746390.752 90.00 LOCATION L0000530 VOLUME 422262.483 3746394.609 90.00 LOCATION L0000531 VOLUME 422263.543 3746398.466 90.00 LOCATION L0000532 VOLUME 422264.603 3746402.323 90.00 LOCATION L0000533 VOLUME 422265.663 3746406.180 90.00 LOCATION L0000534 VOLUME 422266.723 3746410.037 90.00 LOCATION L0000535 VOLUME 422267.783 3746413.894 90.00 LOCATION L0000536 VOLUME 422268.844 3746417.751 90.00 LOCATION L0000537 VOLUME 422269.904 3746421.608 90.00 LOCATION L0000538 VOLUME 422270.964 3746425.465 90.00 LOCATION L0000539 VOLUME 422272.024 3746429.321 90.00 LOCATION L0000540 VOLUME 422273.084 3746433.178 90.00 LOCATION L0000541 VOLUME 422274.144 3746437.035 90.00 LOCATION L0000542 VOLUME 422275.205 3746440.892 90.00 ** End of LINE VOLUME Source ID = TRAIN ** Source Parameters ** ** LINE VOLUME Source ID = LAPALMA SRCPARAM L0000752 0.000005469 0.00 11.34 0.85 SRCPARAM L0000753 0.000005469 0.00 11.34 0.85 SRCPARAM L0000754 0.000005469 0.00 11.34 0.85 SRCPARAM L0000755 0.000005469 0.00 11.34 0.85 SRCPARAM L0000756 0.000005469 0.00 11.34 0.85 SRCPARAM L0000757 0.000005469 0.00 11.34 0.85 SRCPARAM L0000758 0.000005469 0.00 11.34 0.85 SRCPARAM L0000759 0.000005469 0.00 11.34 0.85 SRCPARAM L0000760 0.000005469 0.00 11.34 0.85 SRCPARAM L0000761 0.000005469 0.00 11.34 0.85 SRCPARAM L0000762 0.000005469 0.00 11.34 0.85 SRCPARAM L0000763 0.000005469 0.00 11.34 0.85 SRCPARAM L0000764 0.000005469 0.00 11.34 0.85 SRCPARAM L0000765 0.000005469 0.00 11.34 0.85 SRCPARAM L0000766 0.000005469 0.00 11.34 0.85 SRCPARAM L0000767 0.000005469 0.00 11.34 0.85 SRCPARAM L0000768 0.000005469 0.00 11.34 0.85 SRCPARAM L0000769 0.000005469 0.00 11.34 0.85 SRCPARAM L0000770 0.000005469 0.00 11.34 0.85 SRCPARAM L0000771 0.000005469 0.00 11.34 0.85 SRCPARAM L0000772 0.000005469 0.00 11.34 0.85 SRCPARAM L0000773 0.000005469 0.00 11.34 0.85 SRCPARAM L0000774 0.000005469 0.00 11.34 0.85 SRCPARAM L0000775 0.000005469 0.00 11.34 0.85 SRCPARAM L0000776 0.000005469 0.00 11.34 0.85 SRCPARAM L0000777 0.000005469 0.00 11.34 0.85 SRCPARAM L0000778 0.000005469 0.00 11.34 0.85 SRCPARAM L0000779 0.000005469 0.00 11.34 0.85 SRCPARAM L0000780 0.000005469 0.00 11.34 0.85 SRCPARAM L0000781 0.000005469 0.00 11.34 0.85 SRCPARAM L0000782 0.000005469 0.00 11.34 0.85 SRCPARAM L0000783 0.000005469 0.00 11.34 0.85 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = TUSTIN SRCPARAM L0000784 0.00002032 0.00 16.45 0.85 SRCPARAM L0000785 0.00002032 0.00 16.45 0.85 SRCPARAM L0000786 0.00002032 0.00 16.45 0.85 SRCPARAM L0000787 0.00002032 0.00 16.45 0.85 SRCPARAM L0000788 0.00002032 0.00 16.45 0.85 SRCPARAM L0000789 0.00002032 0.00 16.45 0.85 SRCPARAM L0000790 0.00002032 0.00 16.45 0.85 SRCPARAM L0000791 0.00002032 0.00 16.45 0.85 SRCPARAM L0000792 0.00002032 0.00 16.45 0.85 SRCPARAM L0000793 0.00002032 0.00 16.45 0.85 SRCPARAM L0000794 0.00002032 0.00 16.45 0.85 SRCPARAM L0000795 0.00002032 0.00 16.45 0.85 SRCPARAM L0000796 0.00002032 0.00 16.45 0.85 SRCPARAM L0000797 0.00002032 0.00 16.45 0.85 SRCPARAM L0000798 0.00002032 0.00 16.45 0.85 SRCPARAM L0000799 0.00002032 0.00 16.45 0.85 SRCPARAM L0000800 0.00002032 0.00 16.45 0.85 SRCPARAM L0000801 0.00002032 0.00 16.45 0.85 SRCPARAM L0000802 0.00002032 0.00 16.45 0.85 SRCPARAM L0000803 0.00002032 0.00 16.45 0.85 SRCPARAM L0000804 0.00002032 0.00 16.45 0.85 SRCPARAM L0000805 0.00002032 0.00 16.45 0.85 SRCPARAM L0000806 0.00002032 0.00 16.45 0.85 SRCPARAM L0000807 0.00002032 0.00 16.45 0.85 SRCPARAM L0000808 0.00002032 0.00 16.45 0.85 ** --------------------------------------------------------------------- ** LINE VOLUME Source ID = SR91 SRCPARAM L0000809 0.0001534884 0.00 13.04 0.85 SRCPARAM L0000810 0.0001534884 0.00 13.04 0.85 SRCPARAM L0000811 0.0001534884 0.00 13.04 0.85 SRCPARAM L0000812 0.0001534884 0.00 13.04 0.85 SRCPARAM L0000813 0.0001534884 0.00 13.04 0.85 SRCPARAM L0000814 0.0001534884 0.00 13.04 0.85 SRCPARAM L0000815 0.0001534884 0.00 13.04 0.85 SRCPARAM L0000816 0.0001534884 0.00 13.04 0.85 SRCPARAM L0000817 0.0001534884 0.00 13.04 0.85 SRCPARAM L0000818 0.0001534884 0.00 13.04 0.85 SRCPARAM L0000819 0.0001534884 0.00 13.04 0.85 SRCPARAM L0000820 0.0001534884 0.00 13.04 0.85 SRCPARAM L0000821 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0.00000289 0.00 1.86 2.60 SRCPARAM L0000533 0.00000289 0.00 1.86 2.60 SRCPARAM L0000534 0.00000289 0.00 1.86 2.60 SRCPARAM L0000535 0.00000289 0.00 1.86 2.60 SRCPARAM L0000536 0.00000289 0.00 1.86 2.60 SRCPARAM L0000537 0.00000289 0.00 1.86 2.60 SRCPARAM L0000538 0.00000289 0.00 1.86 2.60 SRCPARAM L0000539 0.00000289 0.00 1.86 2.60 SRCPARAM L0000540 0.00000289 0.00 1.86 2.60 SRCPARAM L0000541 0.00000289 0.00 1.86 2.60 SRCPARAM L0000542 0.00000289 0.00 1.86 2.60 ** --------------------------------------------------------------------- URBANSRC ALL SRCGROUP ALL SO FINISHED ** **************************************** ** AERMOD Receptor Pathway **************************************** ** ** RE STARTING INCLUDED NonCancer.rou RE FINISHED ** **************************************** ** AERMOD Meteorology Pathway **************************************** ** ** ME STARTING SURFFILE ..\anah8.sfc PROFFILE ..\anah8.PFL SURFDATA 0 2006 Anaheim 413140.00 3743570.00 UAIRDATA 3190 2006 SITEDATA 99999 2006 PROFBASE 41.0 METERS ME FINISHED ** **************************************** ** AERMOD Output Pathway **************************************** ** ** OU STARTING RECTABLE ALLAVE 1ST RECTABLE 1 1ST RECTABLE 24 1ST ** Auto-Generated Plotfiles PLOTFILE 1 ALL 1ST NONCANCER.AD\01H1GALL.PLT 31 PLOTFILE 24 ALL 1ST NONCANCER.AD\24H1GALL.PLT 32 PLOTFILE ANNUAL ALL NONCANCER.AD\AN00GALL.PLT 33 SUMMFILE NonCancer.sum OU FINISHED ** **************************************** ** Project Parameters **************************************** ** PROJCTN CoordinateSystemUTM ** DESCPTN UTM: Universal Transverse Mercator ** DATUM World Geodetic System 1984 ** DTMRGN Global Definition ** UNITS m ** ZONE 11 ** ZONEINX 0 ** * A E R M O D ( 1 6 2 1 6 r ) : A n a h e i m O C L i n k R e s i d e n t i a l A p a r t m e n t s 0 3 / 1 1 / 1 7 * A E R M E T ( 1 4 1 3 4 ) : P M 1 0 N o n C a n c e r R i s k s 2 0 1 9 2 1 : 5 8 : 2 0 * M O D E L I N G O P T I O N S U S E D : R e g D F A U L T C O N C E L E V U R B A N * P L O T F I L E O F H I G H 1 S T H I G H 2 4 - H R V A L U E S F O R S O U R C E G R O U P : A L L * F O R A T O T A L O F 8 R E C E P T O R S . * F O R M A T : ( 3 ( 1 X , F 1 3 . 5 ) , 3 ( 1 X , F 8 . 2 ) , 3 X , A 5 , 2 X , A 8 , 2 X , A 5 , 5 X , A 8 , 2 X , I 8 ) * X Y A V E R A G E C O N C Z E L E V Z H I L L Z F L A G A V E G R P R A N K N E T I D D A T E ( C O N C ) * _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 2 2 3 2 5 . 0 0 0 0 0 3 7 4 6 4 3 2 . 0 0 0 0 0 0 . 1 0 9 8 1 9 0 . 0 0 9 0 . 0 0 0 . 0 0 2 4 - H R A L L 1 S T 8 0 2 0 4 2 4 4 2 2 3 6 7 . 0 0 0 0 0 3 7 4 6 3 4 9 . 0 0 0 0 0 0 . 1 0 1 3 6 9 0 . 0 0 9 0 . 0 0 0 . 0 0 2 4 - H R A L L 1 S T 8 0 2 0 4 2 4 4 2 2 3 0 8 . 0 0 0 0 0 3 7 4 6 3 3 5 . 0 0 0 0 0 0 . 1 2 2 6 9 9 0 . 0 0 9 0 . 0 0 0 . 0 0 2 4 - H R A L L 1 S T 8 0 2 0 4 2 4 4 2 2 2 7 2 . 0 0 0 0 0 3 7 4 6 3 7 1 . 0 0 0 0 0 0 . 2 2 1 8 4 9 0 . 0 0 9 0 . 0 0 0 . 0 0 2 4 - H R A L L 1 S T 8 0 2 0 4 2 4 4 2 2 2 9 0 . 0 0 0 0 0 3 7 4 6 2 0 5 . 0 0 0 0 0 0 . 1 5 9 9 6 9 0 . 0 0 9 0 . 0 0 0 . 0 0 2 4 - H R A L L 1 S T 8 0 2 0 4 2 4 4 2 2 3 3 8 . 0 0 0 0 0 3 7 4 6 1 3 1 . 0 0 0 0 0 0 . 2 0 7 5 1 9 0 . 0 0 9 0 . 0 0 0 . 0 0 2 4 - H R A L L 1 S T 8 0 2 0 4 2 4 4 2 2 2 5 1 . 0 0 0 0 0 3 7 4 6 1 4 4 . 0 0 0 0 0 0 . 2 2 0 3 8 9 0 . 0 0 9 0 . 0 0 0 . 0 0 2 4 - H R A L L 1 S T 8 0 2 0 4 2 4 4 2 2 2 2 1 . 0 0 0 0 0 3 7 4 6 1 8 9 . 0 0 0 0 0 0 . 2 8 2 6 2 9 0 . 0 0 9 0 . 0 0 0 . 0 0 2 4 - H R A L L 1 S T 8 0 2 0 4 2 4 ** C O N C U N I T u g / m ^ 3 ** D E P U N I T g / m ^ 2 * A E R M O D ( 1 6 2 1 6 r ) : A n a h e i m O C L i n k R e s i d e n t i a l A p a r t m e n t s 0 3 / 1 1 / 1 7 * A E R M E T ( 1 4 1 3 4 ) : 2 1 : 5 8 : 2 0 * M O D E L I N G O P T I O N S U S E D : R e g D F A U L T C O N C E L E V U R B A N * P L O T F I L E O F A N N U A L V A L U E S A V E R A G E D A C R O S S 5 Y E A R S F O R S O U R C E G R O U P : A L L * F O R A T O T A L O F 8 R E C E P T O R S . * F O R M A T : ( 3 ( 1 X , F 1 3 . 5 ) , 3 ( 1 X , F 8 . 2 ) , 2 X , A 6 , 2 X , A 8 , 2 X , I 8 . 8 , 2 X , A 8 ) * X Y A V E R A G E C O N C Z E L E V Z H I L L Z F L A G A V E G R P N U M Y R S N E T I D * _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4 2 2 3 2 5 . 0 0 0 0 0 3 7 4 6 4 3 2 . 0 0 0 0 0 0 . 0 7 1 0 7 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 3 6 7 . 0 0 0 0 0 3 7 4 6 3 4 9 . 0 0 0 0 0 0 . 0 6 5 4 6 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 3 0 8 . 0 0 0 0 0 3 7 4 6 3 3 5 . 0 0 0 0 0 0 . 0 7 9 4 5 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 7 2 . 0 0 0 0 0 3 7 4 6 3 7 1 . 0 0 0 0 0 0 . 1 3 9 8 3 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 9 0 . 0 0 0 0 0 3 7 4 6 2 0 5 . 0 0 0 0 0 0 . 1 0 3 4 0 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 3 3 8 . 0 0 0 0 0 3 7 4 6 1 3 1 . 0 0 0 0 0 0 . 1 3 4 5 8 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 5 1 . 0 0 0 0 0 3 7 4 6 1 4 4 . 0 0 0 0 0 0 . 1 4 2 8 4 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 4 2 2 2 2 1 . 0 0 0 0 0 3 7 4 6 1 8 9 . 0 0 0 0 0 0 . 1 7 8 9 4 9 0 . 0 0 9 0 . 0 0 0 . 0 0 A N N U A L A L L 0 0 0 0 0 0 0 5 ** C O N C U N I T u g / m ^ 3 ** D E P U N I T g / m ^ 2 Appendix D – Preliminary Geotechnical Investigation G E O T E C H N I C A L ■ M A T E R I A L S ■ S P E C I A L I N S P E C T I O N S S B E ■ S L B E ■ S C O O P 4373 Viewridge Avenue, Ste. B San Diego, CA 92123 858.292.7575 Hines July 20, 2017 Attn: Mr. Tom Lawless 4000 MacArthur Blvd., Suite 110 Newport Beach, CA 92660 Subject: Response to Review Comments Preliminary Geotechnical Investigation Proposed Pacific Center Development 1071 N. Tustin Ave., 1065 Pacific Center Dr., and 1041 W. Pacific Center Dr., Anaheim, California References: 1. Anaheim 2017. Geotechnical Engineering Review Sheet, City of Anaheim, Plan Check #OTH 2017-00946, Albus-Keefe &Associates, AKA Project Number 2608.0, April 26, 2017. 2. NOVA 2017. Report, Preliminary Geotechnical Investigation, Proposed Pacific Center Development, Anaheim, California, NOVA Services, Inc., February 17, 2017. Dear Mr. Lawless, The intent of this letter is to respond to review comments by the City of Anaheim of the above-referenced geotechnical report. This response has been prepared by NOVA Services, Inc. (NOVA) for Hines. NOVA is retained by Hines as Geotechnical Engineer-of-Record for the project. In no Review Comments and Responses The following text reproduces the comments from Anaheim 2017. The comments are reproduced in italics, followed directly by responses by NOVA. Comment 1, CPT Data. Section 1.4 (and a few other sections) state that Cone Penetration Test (CPT) data were provided in Appendix C. We could not find CPT data in this or other appendices. Please provide CPT data. Response 1. Attachment 1 to this letter provides Summary of Cone Penetration Test Data by Kehoe Testing and Engineering, dated January 14, 2017. Response to Review Comments July 20 , 2017 Proposed Pacific Center Development, Anaheim, CA NOVA Project No. 2016564 2 Comment 2, Resistivity Data. Minimum resistivity of 4900 ohm-cm has been reported (Section 5.3.7 and Table 6-2). The discussion that follows Table 6-2 cites Caltrans criteria, concluding that the soil would not be considered corrosive. However, with minimum resistivity of 4900 ohm-cm, the soil should be considered as moderately corrosive. Please clarify and provide mitigating recommendations. Response 2. The report should state that the soils will be corrosive to buried metals. The resistivity data provided in Appendix C of the report includes estimates of the life expectancy of a variety of gauges of exposed ferrous metals. There are several methods of preventing corrosion of buried pipes, though most of these methods are only practical for application prior to installation of the piping. For existing buried pipes the most cost-effective method of minimizing or eliminating corrosion is cathodic protection. Cathodic protection involves the use of sacrificial magnesium or zinc anodes connected to the pipe material, which acts as the cathode. Under corrosive environments, the anode will corrode, sparing the cathode (pipe material). Both the replacement pipe sections and existing pipes can be effectively protected by this method. This section of NOVA 2017 concludes with the following advice: Testing to determine several chemical parameters that indicate a potential for soils to be corrosive to construction materials are traditionally completed by the Geotechnical Engineer, comparing testing results with a variety of indices regarding corrosion potential. Like most geotechnical consultants, NOVA does not practice in the field of corrosion protection, since this is not specifically a geotechnical issue. Should more information be required, a specialty corrosion consultant should be retained to address these issues. Comment 3, Groundwater Level for Analysis. Groundwater depth of 35 feet is used in liquefaction analysis. According to Seismic Hazard Zone Report 011 (Orange 7.5-Minute Quadrangle, 1997), in the area of the project the historically high groundwater level is estimated as shallow as approximately 10 feet below the ground surface. Please provide the reasoning and data to support the assumed groundwater depth of 35 feet. Otherwise, liquefaction potential should be re-evaluated with consideration of the historic high ground water levels, followed by the associated seismic settlement and lateral spread. Response 3. CPT soundings were extended to 71 feet below ground surface (bgs). No groundwater was encountered to this level. NOVA considers it unlikely the groundwater levels will rise from below 70 feet below ground surface (bgs) to within 10 feet bgs during the lives of structures at the site. As is well- established by OCWD 2015, the Orange County Water District is making concerted efforts to recharge groundwater in the area. However, groundwater withdrawals remain high and it is not expected that groundwater levels will recover for decades. Liquefaction analyses have been reconsidered using an assumed groundwater level of 10 feet bgs. Records of this evaluation are provided as Attachment 2 to this letter. The analyses employed procedures developed by Robertson (2009), available by the software CLiq. Figure 1 and Figure 2 (following page) provides the indications of the re-evaluation of liquefaction. Response to Review Comments July 20 , 2017 Proposed Pacific Center Development, Anaheim, CA NOVA Project No. 2016564 3 Figure 1. Estimates of Seismic Settlement for Average CPT Data and Groundwater Levels At 10 Feet, 35 Feet and 50 Feet Below Ground Surface Figure 2. Estimates of Liquefaction Probability for Average CPT Data and Groundwater Levels At 10 Feet, 35 Feet and 50 Feet Below Ground Surface Response to Review Comments July 20 , 2017 Proposed Pacific Center Development, Anaheim, CA NOVA Project No. 2016564 4 As may be seen by review of Figure 1, if groundwater levels rise to about 10 feet bgs, the Robertson method indicates that liquefaction and related dry sand movement will be on the order of 1 inch. As may be seen by review of Figure 2, the potential for liquefaction at this site is low if groundwater does not rise to within about 10 feet bgs. However, if the groundwater level rises to about 10 feet bgs, it is likely liquefaction will occur. NOVA considers it improbable that groundwater levels will rise to within 10 feet of the ground surface in the lives of the planned structures. If this level must be considered by design, NOVA will reissue its report recommending alternative foundation solutions to the shallow foundations described in NOVA 2017. Comment 4, Factor Safety against Liquefaction. Figure 5-1 suggests that factor of safety FS=1.0 is used for evaluation of liquefaction potential. However, California Special Publication 117A (Guidelines for Evaluating and Mitigating Seismic Hazards in California; California Geological Survey, 2008) requires a factor of safety greater than or equal to 1.3. Please comment or revise liquefaction analysis accordingly. Response 4. The CDMG guidelines in Special Publication 117A do not require a specific factor safety. As noted above, NOVA has reconsidered the liquefaction analyses utilizing a groundwater level at 10 feet bgs. As may be seen by review the data provided in Attachment 2, analyses using the Robertson 2001 method indicate an overall low probability of liquefaction. Moreover, zones of soils at risk from liquefaction are relatively deeper. NOVA’s assessment of the risk of damage to structures is that this deeper-seated potential movement beneath densely compacted surface sands will be associated with lower potential for differential foundation movement that could be damaging to structures. Comment 5, Lateral Spreading. In Section 5.3.4, potential for lateral spread is reported to be non- existent. This evaluation is based on the gentle ground slope in the vicinity of the site, among other things. However, lateral spread due to slope face (free face) nearby has not been discussed. Both Santa Ana River and Warner Basin may provide a slope face, facilitating lateral spread. Please comment. Response 5. As may be seen by review of the liquefaction analyses provided as Attachment 2, no lateral spreading is forecast for the approximately level site. The slope faces at both the Santa Ana River and Warner Basin are a considerable distance from the property. Warner basin is greater than 1,000 feet distant from the planned structures, an interval of approximately level ground (most of this distance is elevated slightly above the site). The Santa Ana River is about 1,900 feet from the closest structure over approximately level ground. NOVA concurs that it is reasonable to assume that there may be liquefaction and related lateral spreading at or very near the Santa Ana River and Warner Basin. NOVA judged that the potential for this lateral spread to affect the site is very low due to the distance and related damping of the spreading ground that will occur over distances of 1,000 feet or greater. Response to Review Comments July 20 , 2017 Proposed Pacific Center Development, Anaheim, CA NOVA Project No. 2016564 5 Comment 6, Rate of Settlement. Settlement of 1.0 to 1.5 inches is reported for shallow foundations (e.g. Section 6.5.1 and 6.5.5). It is also stated that 80% of this settlement occurs before completion of construction. What is the basis for the assertion that 80% of settlement would occur during construction? Please also address whether the estimated settlement is considered tolerable for the proposed site development. If not, discuss what magnitude of settlement is considered tolerable and what measures may be recommended to mitigate excessive settlement. Response 6. The basis of the statement is that loads (DL +LL) to shallow foundations are dominated by dead load. Foundation settlements at this sandy site will occur elastically, with foundation movement occurring approximately as the foundations are loaded. As a practical matter, most of the settlements will occur as the structures are constructed, responding to dead loads that dominate live loads. Dead loads for typical apartment structures might accumulate at about 100 psf to 120 psf. Live loads will accumulate at about 20 psf to 30 psf. About 80% of the total structural load will be the structure itself. The cited distribution of settlement from construction phase to post-construction reflects NOVA’s experience monitoring construction of this genre at predominantly sandy sites. The guidance can be removed if the reviewers prefer. Based on experience with similar structures and construction had numerous sites, NOVA considers that total settlements on the order of 1 inch will be tolerable for structures. Most significantly, as is discussed in the report, NOVA expects that differential movement will be low- well below thresholds of differential movement that can be damaging to structures. Comment 7, Direct Shear Data. Direct shear test results are discussed in Section 3.5.2 (item #1 in this section provides friction angle and cohesion). However, results for this test were not found in Appendix B. Please provide. Furthermore, it is not discussed if this test was performed on a remolded specimen or on an undisturbed sample? Response 7. The direct shear data is provided as Attachment 3 to this letter. The direct shear testing was conducted on an undisturbed sample of the Unit 2 sands obtained by the Modified California Sampler ASTM D3550. Near the ground surface these sands are of loose consistency, intended to be improved by the earthwork described in Section 6 of NOVA 2017. Response to Review Comments July 20 , 2017 Proposed Pacific Center Development, Anaheim, CA NOVA Project No. 2016564 6 Closure NOVA hopes this letter adequately responds to comments by the City of Anaheim. Should you have any questions regarding this report or other matters, please do not hesitate to call. Sincerely, NOVA Services, Inc. ______________________________ ______________________________ Jesse D. Bearfield, P.E. John F. O’Brien, P.E, G.E. Senior Engineer Principal Geotechnical Engineer Attachments: Attachment 1: CPT Data Attachment 2: Analyses of Liquefaction with Groundwater Level at 10 Feet Attachment 3: Direct Shear Data Attachment 1 CPT Data SUMMARY OF CONE PENETRATION TEST DATA Prepared by: KEHOE TESTING & ENGINEERING 5415 Industrial Drive Huntington Beach, CA 92649-1518 Office (714) 901-7270 / Fax (714) 901-7289 www.kehoetesting.com Project: 1091 N. Tustin Avenue Anaheim, CA January 14, 2017 Prepared for: Mr. Alan Smith NOVA Services, Inc. 4373 Viewridge Avenue, Ste B San Diego, CA 92123-1608 Office (858) 292-7575 / Fax (858) 292-7570 TABLE OF CONTENTS 1. INTRODUCTION 2. SUMMARY OF FIELD WORK 3. FIELD EQUIPMENT & PROCEDURES 4. CONE PENETRATION TEST DATA & INTERPRETATION APPENDIX  CPT Plots  CPT Classification/Soil Behavior Chart  Interpretation Output (CPeT-IT)  Summary of Shear Wave Velocities  Pore Pressure Dissipation Graphs  CPeT-IT Calculation Formulas SUMMARY OF CONE PENETRATION TEST DATA 1. INTRODUCTION This report presents the results of a Cone Penetration Test (CPT) program carried out for the project located at 1091 N. Tustin Avenue in Anaheim, California. The work was performed by Kehoe Testing & Engineering (KTE) on January 14, 2017. The scope of work was performed as directed by NOVA Services, Inc. personnel. 2. SUMMARY OF FIELD WORK The fieldwork consisted of performing CPT soundings at five locations to determine the soil lithology. Groundwater measurements and hole collapse depths provided in TABLE 2.1 are for information only. The readings indicate the apparent depth to which the hole is open and the apparent water level (if encountered) in the CPT probe hole at the time of measurement upon completion of the CPT. KTE does not warranty the accuracy of the measurements and the reported water levels may not represent the true or stabilized groundwater levels. LOCATION DEPTH OF CPT (ft) COMMENTS/NOTES: CPT-1 60 Hole open to 18 ft (dry) CPT-2 15 Refusal, no cave depth taken CPT-2A 45 Hole open to 45 ft (dry) CPT-3 71 Refusal, hole open to 47 ft (dry) CPT-4 60 Hole open to 13 ft (dry) TABLE 2.1 - Summary of CPT Soundings 3. FIELD EQUIPMENT & PROCEDURES The CPT soundings were carried out by KTE using an integrated electronic cone system manufactured by Vertek. The CPT soundings were performed in accordance with ASTM standards (D5778). The cone penetrometers were pushed using a 30-ton CPT rig. The cone used during the program was a 15 cm^2 cone and recorded the following parameters at approximately 2.5 cm depth intervals:  Cone Resistance (qc)  Inclination  Sleeve Friction (fs)  Penetration Speed  Dynamic Pore Pressure (u)  Pore Pressure Dissipation (at selected depths) At locations CPT-1, CPT-2, CPT-3 & CPT-4, shear wave measurements were obtained at various depths. The shear wave is generated using an air-actuated hammer, which is located inside the front jack of the CPT rig. The cone has a triaxial geophone, which recorded the shear wave signal generated by the air hammer. The above parameters were recorded and viewed in real time using a laptop computer. Data is stored at the KTE office for future analysis and reference. A complete set of baseline readings was taken prior to each sounding to determine temperature shifts and any zero load offsets. Monitoring base line readings ensures that the cone electronics are operating properly. 4. CONE PENETRATION TEST DATA & INTERPRETATION The Cone Penetration Test data is presented in graphical form in the attached Appendix. These plots were generated using the CPeT-IT program. Penetration depths are referenced to ground surface. The soil classification on the CPT plots is derived from the attached CPT Classification Chart (Robertson) and presents major soil lithologic changes. The stratigraphic interpretation is based on relationships between cone resistance (qc), sleeve friction (fs), and penetration pore pressure (u). The friction ratio (Rf), which is sleeve friction divided by cone resistance, is a calculated parameter that is used along with cone resistance to infer soil behavior type. Generally, cohesive soils (clays) have high friction ratios, low cone resistance and generate excess pore water pressures. Cohesionless soils (sands) have lower friction ratios, high cone bearing and generate little (or negative) excess pore water pressures. Tables of basic CPT output from the interpretation program CPeT-IT are provided for CPT data averaged over one foot intervals in the Appendix. We recommend a geotechnical engineer review the assumed input parameters and the calculated output from the CPeT-IT program. A summary of the equations used for the tabulated parameters is provided in the Appendix. It should be noted that it is not always possible to clearly identify a soil type based on qc, fs and u. In these situations, experience, judgement and an assessment of the pore pressure data should be used to infer the soil behavior type. If you have any questions regarding this information, please do not hesitate to call our office at (714) 901-7270. Sincerely, KEHOE TESTING & ENGINEERING Richard W. Koester, Jr. General Manager 01/17/17-kk-7873 APPENDIX Depth (ft)qc (tsf)fs (tsf)u (psi)Other qt (tsf)Rf(%)SBT Ic SBT ã (pcf)ó,v (tsf)u0 (tsf)ó',vo (tsf)Qt1 Fr (%)Bq SBTn n Cn Ic Qtn U2 I(B)Mod. SBTn 1 172.83 3.24 0.31 -1.5 172.83 1.87 6 1.95 131.43 0.07 0 0.07 2627.2 1.87 0 8 0.48 3.78 1.64 616.98 0.34 51.14 7 2 101.92 2.3 0.08 -1.6 101.92 2.25 5 2.16 127.64 0.13 0 0.13 785.32 2.26 0 8 0.56 3.25 1.85 312.94 0.04 41.6 7 3 47.83 1.98 -0.15 -1.7 47.83 4.15 4 2.58 124.72 0.19 0 0.19 248.33 4.17 0 8 0.71 3.38 2.25 152.19 -0.06 23.04 5 4 65.27 0.94 -0.1 -1.8 65.27 1.44 5 2.17 120.01 0.25 0 0.25 258.14 1.45 0 6 0.59 2.33 1.91 142.98 -0.03 55.29 7 5 76.75 0.73 -0.08 -1.9 76.75 0.95 6 2.01 118.57 0.31 0 0.31 245.65 0.96 0 6 0.55 1.95 1.79 140.79 -0.02 73.69 7 6 104.22 0.52 -0.08 -2 104.22 0.5 6 1.74 116.85 0.37 0 0.37 280.94 0.5 0 6 0.46 1.63 1.57 159.93 -0.01 112.98 7 7 106.93 0.73 -0.08 -2.1 106.93 0.68 6 1.81 119.37 0.43 0 0.43 248.05 0.69 0 6 0.5 1.57 1.65 157.92 -0.01 94.13 7 8 131.58 0.63 0.08 -2.1 131.58 0.48 6 1.64 118.75 0.49 0 0.49 268.3 0.48 0 6 0.45 1.42 1.52 175.63 0.01 120.58 7 9 118 0.73 0.23 -2.2 118.01 0.62 6 1.75 119.61 0.55 0 0.55 214.17 0.62 0 6 0.5 1.39 1.63 154.03 0.03 98.9 7 10 91.16 0.63 0.23 -2.3 91.17 0.69 6 1.86 117.86 0.61 0 0.61 149.09 0.69 0 6 0.55 1.36 1.76 116.09 0.03 83.88 7 11 228.59 1.36 0.31 -2.3 228.59 0.59 6 1.51 125.76 0.67 0 0.67 340.02 0.6 0 6 0.43 1.22 1.45 262.48 0.03 120.39 7 12 263.57 1.78 0.54 -2.3 263.58 0.67 6 1.5 128.07 0.73 0 0.73 357.91 0.68 0 6 0.44 1.17 1.45 291.54 0.05 112.98 7 13 231.1 1.78 0.77 -2.4 231.11 0.77 6 1.58 127.75 0.8 0 0.8 288.57 0.77 0 6 0.48 1.14 1.54 248.88 0.07 98.87 7 14 258.04 3.34 0.47 -2.4 258.05 1.29 6 1.72 132.64 0.86 0 0.86 297.5 1.3 0 6 0.53 1.11 1.69 270.8 0.04 66.56 7 15 220.97 1.67 0.61 -1.4 220.98 0.76 6 1.59 127.19 0.93 0 0.93 237.09 0.76 0 6 0.49 1.07 1.57 221.85 0.05 97.23 7 16 183.9 2.51 0.69 -1.4 183.9 1.36 6 1.83 129.71 0.99 0 0.99 184.2 1.37 0 6 0.59 1.04 1.82 179.48 0.05 59.98 7 17 175.12 1.36 0.61 -1.4 175.13 0.78 6 1.67 125.11 1.06 0 1.06 164.91 0.78 0 6 0.54 1 1.68 164.73 0.04 88.04 7 18 172.3 1.46 0.31 -1.4 172.31 0.85 6 1.7 125.61 1.12 0 1.12 153.09 0.85 0 6 0.56 0.97 1.72 156.88 0.02 81.81 7 19 231.41 1.78 0.31 -1.4 231.41 0.77 6 1.58 127.75 1.18 0 1.18 194.76 0.77 0 6 0.52 0.94 1.6 205.49 0.02 94.33 7 20 178.88 1.46 0.15 -1.4 178.89 0.82 6 1.68 125.7 1.25 0 1.25 142.68 0.82 0 6 0.56 0.91 1.71 153.21 0.01 83.23 7 21 146.41 1.15 -0.15 -1.3 146.41 0.78 6 1.73 123.45 1.31 0 1.31 111.03 0.79 0 6 0.59 0.88 1.78 121.05 -0.01 79.03 7 22 171.16 1.98 -0.08 -1.3 171.16 1.16 6 1.8 127.83 1.37 0 1.37 123.86 1.17 0 6 0.62 0.85 1.85 136.62 0 63.84 7 23 272.03 2.09 -0.08 -1.2 272.03 0.77 6 1.53 129.33 1.44 0 1.44 188.53 0.77 0 6 0.52 0.85 1.58 218.18 0 95.71 7 24 199.77 2.51 0.23 -1.2 199.77 1.25 6 1.78 129.91 1.5 0 1.5 132.16 1.26 0 6 0.63 0.8 1.85 150.64 0.01 61.69 7 25 179.41 2.4 0.15 -1.1 179.41 1.34 6 1.83 129.34 1.56 0 1.56 113.64 1.35 0 6 0.65 0.77 1.91 130.17 0.01 57.03 7 26 172.41 1.78 -0.08 -1.1 172.41 1.03 6 1.76 127.03 1.63 0 1.63 104.87 1.04 0 6 0.63 0.76 1.85 122.83 0 67.19 7 27 165.73 1.88 -0.15 -1 165.72 1.13 6 1.8 127.35 1.69 0 1.69 96.93 1.15 0 6 0.66 0.73 1.91 113.91 -0.01 61.79 7 28 195.7 1.98 -0.15 -1.1 195.69 1.01 6 1.72 128.15 1.76 0 1.76 110.43 1.02 0 6 0.63 0.73 1.82 133.38 -0.01 69.45 7 29 220.65 1.98 -0.28 -1.1 220.65 0.9 6 1.64 128.45 1.82 0 1.82 120.21 0.91 0 6 0.6 0.72 1.75 149.07 -0.01 77.53 7 30 138.57 1.46 -0.45 -1.2 138.57 1.06 6 1.84 125.08 1.88 0 1.88 72.59 1.07 0 6 0.69 0.67 1.98 86.68 -0.02 59.42 7 31 81.14 2.09 -0.23 -1.2 81.14 2.57 5 2.27 126.38 1.95 0 1.95 40.69 2.64 0 5 0.88 0.59 2.46 43.81 -0.01 29 5 32 96.49 1.36 -0.08 -1.2 96.49 1.41 5 2.04 123.65 2.01 0 2.01 47.05 1.44 0 5 0.79 0.6 2.22 53.82 0 43.32 7 33 133.88 2.19 -0.54 -1.2 133.87 1.64 6 1.98 127.96 2.07 0 2.07 63.61 1.66 0 5 0.77 0.6 2.15 74.34 -0.02 43.54 7 34 232.14 1.98 -0.45 -1.4 232.14 0.85 6 1.61 128.57 2.14 0 2.14 107.67 0.86 0 6 0.62 0.65 1.76 140.59 -0.02 78.73 7 35 229.43 2.3 -0.23 -1.5 229.42 1 6 1.67 129.61 2.2 0 2.2 103.23 1.01 0 6 0.65 0.62 1.82 133.69 -0.01 70.03 7 36 208.23 1.98 -0.04 -1.5 208.23 0.95 6 1.68 128.31 2.27 0 2.27 90.92 0.96 0 6 0.66 0.6 1.85 117.73 0 69.64 7 37 238.72 2.82 0.15 -1.6 238.72 1.18 6 1.71 131.21 2.33 0 2.33 101.41 1.19 0 6 0.67 0.59 1.87 131.18 0 62.34 7 38 304.2 2.3 0.23 -1.6 304.2 0.76 6 1.49 130.3 2.4 0 2.4 125.97 0.76 0 6 0.59 0.62 1.65 175.94 0.01 91.18 7 39 127.51 2.92 0.08 -1.7 127.51 2.29 5 2.1 129.95 2.46 0 2.46 50.81 2.34 0 5 0.86 0.49 2.34 57.37 0 33 7 40 298.45 3.03 0.31 -1.8 298.46 1.01 6 1.59 132.28 2.53 0 2.53 117.1 1.02 0 6 0.64 0.57 1.77 159.88 0.01 72.72 7 41 70.7 1.36 -0.31 -1.8 70.69 1.92 5 2.23 122.89 2.59 0 2.59 26.31 1.99 0 4 0.94 0.43 2.53 27.81 -0.01 30.14 5 42 52.94 1.25 -0.9 -2 52.93 2.37 5 2.38 121.6 2.65 0 2.65 18.98 2.49 0 4 1 0.4 2.72 18.98 -0.02 24.71 5 43 265.87 4.07 0.16 -2.4 265.87 1.53 6 1.77 134.16 2.72 0 2.72 96.88 1.55 0 6 0.73 0.5 1.97 125.17 0 51.26 7 44 287.49 4.39 0.95 -2.7 287.5 1.53 6 1.74 134.9 2.78 0 2.78 102.27 1.54 0 6 0.72 0.5 1.95 133.65 0.02 52.07 7 45 253.44 3.65 1.31 -3.3 253.46 1.44 6 1.76 133.26 2.85 0 2.85 87.92 1.46 0 6 0.74 0.48 1.98 113.9 0.03 52.47 7 46 246.97 3.45 1.46 -3.4 246.99 1.4 6 1.75 132.76 2.92 0 2.92 83.67 1.41 0 6 0.74 0.47 1.98 108.48 0.04 53.09 7 47 301.27 3.24 1.69 -3.5 301.29 1.07 6 1.61 132.79 2.98 0 2.98 99.99 1.09 0 6 0.69 0.49 1.83 138.13 0.04 67.36 7 48 296.05 3.45 1.77 -3.7 296.07 1.16 6 1.64 133.2 3.05 0 3.05 96.08 1.18 0 6 0.71 0.47 1.87 131.03 0.04 62.93 7 49 292.81 3.65 2 -3.8 292.84 1.25 6 1.67 133.61 3.12 0 3.12 92.96 1.26 0 6 0.72 0.46 1.9 125.33 0.05 59.33 7 50 308.9 3.55 0.25 -4 308.9 1.15 6 1.63 133.53 3.18 0 3.18 96.03 1.16 0 6 0.71 0.46 1.86 132.04 0.01 63.6 7 51 357.98 5.33 0.15 -4.1 357.98 1.49 6 1.68 136.85 3.25 0 3.25 109.08 1.5 0 6 0.73 0.44 1.91 147.48 0 54.04 7 52 487.36 8.67 0.65 -4 487.37 1.78 6 1.68 137.28 3.32 0 3.32 145.77 1.79 0 6 0.72 0.44 1.88 199.91 0.01 49.05 7 53 393.27 6.16 1.17 -3.6 393.29 1.57 6 1.68 137.28 3.39 0 3.39 115.05 1.58 0 6 0.74 0.42 1.91 156.11 0.02 52.45 7 54 324.25 6.06 1.15 -3.6 324.26 1.87 6 1.79 137.28 3.46 0 3.46 92.78 1.89 0 5 0.79 0.39 2.05 118.48 0.02 43.75 7 55 264.2 4.39 1.15 -3.6 264.21 1.66 6 1.8 134.69 3.53 0 3.53 73.95 1.68 0 5 0.81 0.38 2.09 92.78 0.02 45.46 7 56 256.06 4.7 0.71 -3.5 256.06 1.84 6 1.84 135.12 3.59 0 3.59 70.27 1.86 0 5 0.84 0.36 2.14 85.93 0.01 41.72 7 57 280.7 4.39 0.23 -3.5 280.7 1.56 6 1.76 134.84 3.66 0 3.66 75.69 1.58 0 5 0.81 0.37 2.06 96.21 0 47.78 7 58 352.96 3.34 0.46 -3.6 352.97 0.95 6 1.53 133.41 3.73 0 3.73 93.71 0.96 0 6 0.71 0.41 1.8 134.51 0.01 72.73 7 59 367.06 5.22 0.37 -3.7 367.07 1.42 6 1.66 136.77 3.8 0 3.8 95.72 1.44 0 6 0.77 0.38 1.94 128.81 0.01 54.4 7 60 399.02 0 0.15 -3.7 399.02 0 0 0 87.36 3.84 0 3.84 102.94 0 0 0 1 0.28 4.06 102.94 0 161.34 0 CPT-1 In situ data Basic output data Depth (ft)qc (tsf)fs (tsf)u (psi)Other qt (tsf)Rf(%)SBT Ic SBT ã (pcf)ó,v (tsf)u0 (tsf)ó',vo (tsf)Qt1 Fr (%)Bq SBTn n Cn Ic Qtn U2 I(B)Mod. SBTn 1 46.26 1.25 0.54 -0.3 46.27 2.71 4 2.47 121.27 0.06 0 0.06 761.53 2.71 0 8 0.61 5.66 1.97 247.24 0.64 34.74 7 2 118.52 1.67 -2.77 -0.6 118.49 1.41 6 1.97 125.67 0.12 0 0.12 958.01 1.41 0 6 0.49 2.89 1.67 323.24 -1.62 63.32 7 3 47.1 1.25 0 -0.7 47.1 2.66 5 2.45 121.32 0.18 0 0.18 254.88 2.67 0 5 0.66 3.19 2.11 141.39 0 33.82 7 4 170.32 1.25 0.23 -0.8 170.32 0.74 6 1.67 124.45 0.25 0 0.25 690.47 0.74 0 6 0.42 1.85 1.47 298.11 0.07 106.37 7 5 166.14 1.25 0.15 -1 166.15 0.75 6 1.68 124.39 0.31 0 0.31 537.46 0.76 0 6 0.44 1.72 1.51 269.82 0.04 102.17 7 6 107.04 0.84 0.15 -1.1 107.04 0.78 6 1.84 120.35 0.37 0 0.37 289.26 0.78 0 6 0.5 1.69 1.66 170.87 0.03 88.74 7 7 141.6 0.94 0.31 -1.2 141.61 0.66 6 1.7 121.9 0.43 0 0.43 328.5 0.67 0 6 0.46 1.52 1.56 202.81 0.05 103.8 7 8 155.91 1.04 0.38 -1.2 155.91 0.67 6 1.67 122.9 0.49 0 0.49 316.51 0.67 0 6 0.46 1.43 1.55 209.87 0.06 104.2 7 9 139.62 1.25 0.31 -1.3 139.62 0.9 6 1.79 123.97 0.55 0 0.55 251.45 0.9 0 6 0.52 1.4 1.68 183.84 0.04 82.26 7 10 188.7 1.57 0.54 -1.3 188.71 0.83 6 1.67 126.34 0.62 0 0.62 305.2 0.83 0 6 0.48 1.3 1.59 230.97 0.06 91.85 7 11 190.27 0.94 -0.38 -1.1 190.26 0.49 6 1.52 122.62 0.68 0 0.68 279.77 0.5 0 6 0.44 1.21 1.46 217.66 -0.04 127.97 7 12 223.47 1.88 -0.27 -1.5 223.47 0.84 6 1.62 128.08 0.74 0 0.74 300.29 0.84 0 6 0.48 1.19 1.57 249.9 -0.03 92.52 7 13 193.82 1.15 -0.23 -2 193.81 0.59 6 1.56 124.13 0.8 0 0.8 240.17 0.6 0 6 0.47 1.14 1.52 207.48 -0.02 112.4 7 14 174.81 1.25 -0.23 -2.2 174.81 0.72 6 1.65 124.52 0.87 0 0.87 200.87 0.72 0 6 0.51 1.11 1.62 182.02 -0.02 95.47 7 15 208.75 1.25 -0.27 -2.3 208.75 0.6 6 1.54 124.95 0.93 0 0.93 223.84 0.6 0 6 0.47 1.06 1.52 208.98 -0.02 111.72 7 16 183.9 2.51 0.69 -1.4 183.9 1.36 6 1.83 129.71 0.99 0 0.99 184.14 1.37 0 6 0.59 1.04 1.82 179.44 0.05 59.97 7 CPT-2 In situ data Basic output data Depth (ft)qc (tsf)fs (tsf)u (psi)Other qt (tsf)Rf(%)SBT Ic SBT ã (pcf)ó,v (tsf)u0 (tsf)ó',vo (tsf)Qt1 Fr (%)Bq SBTn n Cn Ic Qtn U2 I(B)Mod. SBTn 1 35.4 0.94 0.08 -0.2 35.4 2.65 4 2.55 118.52 0.06 0 0.06 596.02 2.66 0 5 0.62 6.03 2.02 201.35 0.09 34.91 7 2 105.05 1.67 -3.38 -0.3 105.01 1.59 5 2.05 125.38 0.12 0 0.12 859.56 1.59 0 6 0.52 3.05 1.73 302.59 -1.99 56.63 7 3 99.31 2.19 -1.74 -0.3 99.29 2.21 5 2.17 127.23 0.19 0 0.19 534.32 2.21 0 6 0.58 2.74 1.89 256.83 -0.68 41.8 7 4 187.03 1.98 -2.15 -0.4 187 1.06 6 1.75 128.04 0.25 0 0.25 748.39 1.06 0 6 0.46 1.93 1.56 341.12 -0.62 81.2 7 5 167.71 1.46 0.08 -0.4 167.71 0.87 6 1.72 125.54 0.31 0 0.31 535.93 0.87 0 6 0.46 1.74 1.55 275.99 0.02 91.95 7 6 158.42 1.15 0.15 -0.4 158.42 0.73 6 1.69 123.64 0.37 0 0.37 422.34 0.73 0 6 0.45 1.6 1.54 238.96 0.03 102.17 7 7 152.36 1.15 0.31 -0.5 152.36 0.75 6 1.71 123.54 0.44 0 0.44 348.44 0.76 0 6 0.47 1.52 1.58 217.97 0.05 97.09 7 8 166.35 1.36 0.31 -0.6 166.36 0.82 6 1.7 124.98 0.5 0 0.5 332.81 0.82 0 6 0.48 1.43 1.59 224.93 0.04 92.45 7 9 137.95 2.82 0.31 -0.7 137.95 2.04 5 2.04 129.87 0.56 0 0.56 243.89 2.05 0 6 0.62 1.47 1.94 191.36 0.04 43.52 7 10 177.63 1.15 0.31 -0.9 177.63 0.65 6 1.62 123.92 0.63 0 0.63 283.06 0.65 0 6 0.47 1.28 1.54 213.68 0.04 107.19 7 11 203.95 0.84 0.31 -1 203.95 0.41 6 1.45 121.93 0.69 0 0.69 296.16 0.41 0 6 0.41 1.19 1.39 229.51 0.03 145.75 7 12 231.2 1.57 0.15 -1.2 231.2 0.68 6 1.54 126.83 0.75 0 0.75 307.36 0.68 0 6 0.46 1.17 1.5 254.8 0.01 108.89 7 13 238.93 2.51 0.46 -1.5 238.94 1.05 6 1.67 130.35 0.81 0 0.81 292.24 1.05 0 6 0.51 1.14 1.63 257.16 0.04 78.42 7 14 254.8 2.4 0.68 -2.1 254.81 0.94 6 1.62 130.2 0.88 0 0.88 288.58 0.95 0 6 0.5 1.1 1.59 263.06 0.06 85.65 7 15 184.42 1.25 0.61 -2.6 184.43 0.68 6 1.62 124.65 0.94 0 0.94 194.72 0.68 0 6 0.5 1.06 1.6 183.86 0.05 99.13 7 16 153.19 0.73 0.54 -2.8 153.2 0.48 6 1.59 120.25 1 0 1 151.82 0.48 0 6 0.5 1.03 1.58 147.78 0.04 111.92 7 17 155.6 1.04 0.23 -2.9 155.6 0.67 6 1.67 122.9 1.06 0 1.06 145.25 0.68 0 6 0.54 1 1.68 145.62 0.02 92.41 7 18 170.01 1.25 0 -3.1 170.01 0.74 6 1.67 124.45 1.13 0 1.13 149.98 0.74 0 6 0.54 0.97 1.68 154.29 0 89.05 7 19 138.78 1.15 -0.08 -3.2 138.78 0.83 6 1.77 123.32 1.19 0 1.19 115.85 0.83 0 6 0.59 0.93 1.8 121.47 0 76.7 7 20 169.17 1.04 -0.2 -3.3 169.17 0.62 6 1.62 123.1 1.25 0 1.25 134.41 0.62 0 6 0.54 0.91 1.66 145.09 -0.01 96.79 7 21 197.68 1.46 -0.31 -3.5 197.68 0.74 6 1.62 125.94 1.31 0 1.31 149.63 0.74 0 6 0.55 0.89 1.66 165.03 -0.02 90.75 7 22 160.61 1.46 -0.23 -3.6 160.61 0.91 6 1.75 125.44 1.38 0 1.38 115.8 0.92 0 6 0.6 0.85 1.8 128.53 -0.01 73.68 7 23 179.93 1.78 -0.15 -3.8 179.93 0.99 6 1.74 127.14 1.44 0 1.44 124.08 0.99 0 6 0.6 0.83 1.8 140.16 -0.01 71.71 7 24 223.89 2.61 -0.15 -4 223.89 1.17 6 1.72 130.49 1.5 0 1.5 147.89 1.17 0 6 0.6 0.81 1.79 170.06 -0.01 66.78 7 25 178.47 1.98 -0.15 -4 178.46 1.11 6 1.77 127.93 1.57 0 1.57 112.83 1.12 0 6 0.63 0.78 1.86 130.42 -0.01 64.92 7 26 125.31 1.46 -0.31 -4.1 125.31 1.17 6 1.9 124.83 1.63 0 1.63 75.87 1.18 0 6 0.69 0.74 2 86.71 -0.01 56.07 7 27 132.73 1.57 -0.31 -4.2 132.72 1.18 6 1.88 125.48 1.69 0 1.69 77.39 1.2 0 6 0.69 0.72 2 89.49 -0.01 56.22 7 28 164.47 1.36 -0.29 -4.2 164.47 0.83 6 1.71 124.95 1.76 0 1.76 92.7 0.83 0 6 0.63 0.73 1.82 111.93 -0.01 74.63 7 29 86.78 1.25 -0.08 -4.3 86.78 1.44 5 2.08 122.81 1.82 0 1.82 46.76 1.47 0 5 0.79 0.65 2.23 52.47 0 42.38 7 30 209.48 1.98 -0.23 -4.3 209.48 0.95 6 1.68 128.32 1.88 0 1.88 110.37 0.96 0 6 0.62 0.7 1.79 137.15 -0.01 73.18 7 31 242.79 2.51 -0.31 -4.4 242.79 1.03 6 1.66 130.39 1.95 0 1.95 123.75 1.04 0 6 0.62 0.69 1.78 156.05 -0.01 71.45 7 32 220.86 2.09 -0.23 -4.4 220.86 0.95 6 1.66 128.82 2.01 0 2.01 108.84 0.95 0 6 0.63 0.67 1.79 138.26 -0.01 73.42 7 33 512.95 4.28 0.09 -4 512.95 0.83 6 1.39 136.13 2.08 0 2.08 245.78 0.84 0 6 0.51 0.71 1.48 341.84 0 98.7 7 34 382.62 4.8 0 -3.5 382.62 1.26 6 1.6 136.26 2.15 0 2.15 177.23 1.26 0 6 0.61 0.65 1.72 234.08 0 66.77 7 35 368.11 5.43 -0.23 -3.5 368.1 1.48 6 1.67 137.06 2.22 0 2.22 165.16 1.48 0 6 0.64 0.62 1.8 215.61 -0.01 57.85 7 36 277.88 3.24 -0.31 -3.4 277.88 1.16 6 1.66 132.59 2.28 0 2.28 120.79 1.17 0 6 0.65 0.61 1.81 158.32 -0.01 65.76 7 37 250.1 2.82 -0.31 -3.5 250.1 1.13 6 1.68 131.32 2.35 0 2.35 105.55 1.14 0 6 0.66 0.59 1.84 138 -0.01 65.18 7 38 113.83 3.13 -0.61 -3.6 113.82 2.75 5 2.2 130.17 2.41 0 2.41 46.18 2.81 0 5 0.89 0.48 2.43 50.53 -0.02 28.54 5 39 318.4 3.86 -0.77 -3.6 318.39 1.21 6 1.64 134.22 2.48 0 2.48 127.41 1.22 0 6 0.65 0.57 1.8 171.2 -0.02 64.86 7 40 350.88 4.18 -0.77 -3.6 350.87 1.19 6 1.61 135.03 2.55 0 2.55 136.76 1.2 0 6 0.64 0.57 1.77 186.97 -0.02 66.95 7 41 343.88 5.22 -0.73 -3.7 343.87 1.52 6 1.7 136.61 2.62 0 2.62 130.48 1.53 0 6 0.69 0.54 1.87 173.45 -0.02 54.7 7 42 342.94 5.53 -0.63 -3.7 342.93 1.61 6 1.72 137.03 2.68 0 2.68 126.77 1.63 0 6 0.7 0.52 1.9 167.6 -0.02 51.83 7 43 321.84 3.34 -0.54 -3.7 321.84 1.04 6 1.58 133.18 2.75 0 2.75 116.02 1.05 0 6 0.65 0.54 1.77 161.38 -0.01 71.7 7 44 254.28 2.19 -0.65 -3.8 254.27 0.86 6 1.59 129.53 2.82 0 2.82 89.32 0.87 0 6 0.67 0.52 1.8 123.34 -0.02 75.09 7 45 283.52 0 -0.92 -3.8 283.51 0 0 0 87.36 2.86 0 2.86 98.17 0 0 0 1 0.37 4.06 98.17 -0.02 154.53 0 CPT-2A In situ data Basic output data Depth (ft)qc (tsf)fs (tsf)u (psi)Other qt (tsf)Rf(%)SBT Ic SBT ã (pcf)ó,v (tsf)u0 (tsf)ó',vo (tsf)Qt1 Fr (%)Bq SBTn n Cn Ic Qtn U2 I(B)Mod. SBTn 1 45.11 0.84 0.08 0.3 45.11 1.85 5 2.37 118.25 0.06 0 0.06 761.54 1.85 0 6 0.56 5.1 1.87 216.96 0.09 48.05 7 2 14.83 0.52 -0.56 0.2 14.82 3.52 3 2.92 112.09 0.12 0 0.12 127.61 3.55 0 4 0.76 5.44 2.38 75.54 -0.35 25.29 5 3 18.38 0.21 -1.39 0.2 18.36 1.14 4 2.57 105.91 0.17 0 0.17 108.26 1.15 -0.01 5 0.67 3.43 2.13 58.98 -0.59 50.09 7 4 61.51 0.52 -1.46 0.2 61.49 0.85 6 2.06 115.56 0.23 0 0.23 271.22 0.85 0 6 0.54 2.29 1.77 132.58 -0.46 77.92 7 5 71.64 0.73 -0.46 0.2 71.63 1.02 6 2.05 118.4 0.29 0 0.29 250.23 1.02 0 6 0.55 2.07 1.81 139.26 -0.12 70.18 7 6 105.89 0.73 -0.31 0.1 105.89 0.69 6 1.81 119.35 0.34 0 0.34 306.06 0.69 0 6 0.49 1.73 1.63 172.1 -0.06 96.25 7 7 113.09 0.73 0 0 113.09 0.65 6 1.77 119.51 0.4 0 0.4 278.5 0.65 0 6 0.48 1.59 1.61 169.44 0 99.74 7 8 76.55 0.52 0.23 -0.1 76.55 0.68 6 1.92 116.1 0.46 0 0.46 164.5 0.69 0 6 0.54 1.57 1.77 112.86 0.04 83.32 7 9 84.17 0.52 0.46 -0.1 84.17 0.62 6 1.87 116.33 0.52 0 0.52 160.65 0.62 0 6 0.54 1.46 1.74 115.55 0.06 88.34 7 10 68.92 0.31 0.54 -0.3 68.93 0.45 6 1.87 112.1 0.58 0 0.58 118.5 0.46 0 6 0.55 1.39 1.75 89.92 0.07 89.84 7 11 82.29 0.84 0.54 -0.5 82.3 1.02 6 2 119.71 0.64 0 0.64 128.25 1.02 0 6 0.6 1.36 1.9 104.89 0.06 64.8 7 12 104.95 0.94 0.61 -0.5 104.96 0.9 6 1.88 121.17 0.7 0 0.7 149.51 0.9 0 6 0.57 1.27 1.81 125.04 0.06 73.91 7 13 115.81 0.63 0.37 -0.6 115.81 0.54 6 1.72 118.44 0.76 0 0.76 152.11 0.54 0 6 0.52 1.19 1.66 129.41 0.04 99.24 7 14 68.82 0.31 0.31 -0.7 68.82 0.46 6 1.88 112.1 0.81 0 0.81 83.7 0.46 0 6 0.58 1.17 1.82 74.98 0.03 81.29 7 15 31.85 0.52 0.23 -0.7 31.85 1.64 5 2.45 113.96 0.87 0 0.87 35.63 1.69 0 5 0.81 1.17 2.42 34.34 0.02 34.68 7 16 102.03 0.63 0.31 -1 102.03 0.61 6 1.8 118.13 0.93 0 0.93 108.87 0.62 0 6 0.57 1.08 1.77 102.93 0.02 84.41 7 17 158 1.46 0.31 -1.1 158 0.93 6 1.76 125.4 0.99 0 0.99 158.38 0.93 0 6 0.56 1.04 1.75 153.94 0.02 76.84 7 18 139.62 1.25 0.38 -1.2 139.62 0.9 6 1.79 123.97 1.05 0 1.05 131.58 0.9 0 6 0.58 1 1.79 131.32 0.03 74.87 7 19 164.99 1.78 0.54 -1.3 165 1.08 6 1.79 126.92 1.12 0 1.12 146.76 1.08 0 6 0.59 0.97 1.8 150.04 0.03 68.83 7 20 182.43 1.25 0.61 -1.3 182.44 0.69 6 1.62 124.62 1.18 0 1.18 153.74 0.69 0 6 0.53 0.94 1.65 161.7 0.04 94.45 7 21 200.71 3.45 0.02 -1.4 200.71 1.72 6 1.88 132.26 1.25 0 1.25 160.19 1.73 0 6 0.64 0.9 1.91 169.91 0 49.49 7 22 194.65 1.88 0.08 -1.8 194.65 0.97 6 1.7 127.75 1.31 0 1.31 147.69 0.97 0 6 0.58 0.88 1.75 161.6 0 75.56 7 23 89.49 1.67 0.02 -1.9 89.49 1.87 5 2.15 124.99 1.37 0 1.37 64.26 1.9 0 5 0.76 0.82 2.22 68.39 0 39.26 7 24 66.73 1.25 0 -1.9 66.73 1.88 5 2.24 122.17 1.43 0 1.43 45.58 1.92 0 5 0.81 0.78 2.33 48.32 0 35.84 7 25 52.84 1.04 -0.15 -2 52.84 1.98 5 2.33 120.26 1.49 0 1.49 34.4 2.03 0 5 0.85 0.75 2.45 36.18 -0.01 32.16 7 26 68.61 0.84 -0.31 -2.1 68.6 1.22 5 2.11 119.27 1.55 0 1.55 43.19 1.25 0 5 0.77 0.74 2.23 47.14 -0.01 44.39 7 27 191.42 1.36 -0.38 -2.3 191.41 0.71 6 1.62 125.32 1.62 0 1.62 117.51 0.72 0 6 0.58 0.78 1.7 140.63 -0.02 88.3 7 28 202.9 1.36 -0.23 -2.4 202.9 0.67 6 1.58 125.47 1.68 0 1.68 119.94 0.67 0 6 0.57 0.77 1.67 146.43 -0.01 92.68 7 29 119.46 1.15 0 -2.4 119.46 0.96 6 1.86 122.95 1.74 0 1.74 67.69 0.98 0 6 0.69 0.71 1.98 79.04 0 60.52 7 30 198.2 1.78 0.15 -2.5 198.2 0.9 6 1.68 127.37 1.8 0 1.8 108.94 0.9 0 6 0.62 0.72 1.79 133.69 0.01 75.29 7 31 220.65 2.51 0.08 -2.5 220.66 1.14 6 1.72 130.16 1.87 0 1.87 117.12 1.15 0 6 0.64 0.7 1.83 144.01 0 65.55 7 32 258.98 5.33 0.38 -2.5 258.98 2.06 6 1.88 136.06 1.94 0 1.94 132.76 2.07 0 5 0.7 0.65 1.99 159.09 0.01 42.31 7 33 313.07 3.24 0.54 -2.5 313.08 1.03 6 1.59 132.88 2 0 2 155.35 1.04 0 6 0.59 0.69 1.7 201.47 0.02 75.62 7 34 168.13 2.82 0.54 -2.6 168.13 1.68 6 1.92 130.36 2.07 0 2.07 80.32 1.7 0 5 0.74 0.61 2.08 95.61 0.02 45.46 7 35 172.72 2.72 0 -2.6 172.72 1.57 6 1.89 130.14 2.13 0 2.13 79.99 1.59 0 5 0.73 0.6 2.06 96.34 0 47.61 7 36 201.02 3.34 -0.23 -2.7 201.02 1.66 6 1.87 132.03 2.2 0 2.2 90.42 1.68 0 5 0.73 0.59 2.03 110.32 -0.01 47.11 7 37 229.95 4.39 -0.19 -2.8 229.95 1.91 6 1.88 134.35 2.27 0 2.27 100.48 1.93 0 5 0.74 0.57 2.04 122.92 -0.01 43.33 7 38 296.36 4.28 -0.15 -2.9 296.36 1.44 6 1.72 134.79 2.33 0 2.33 126.02 1.46 0 6 0.67 0.59 1.87 163.26 0 56.3 7 39 302 3.34 0.08 -3 302 1.11 6 1.62 133.03 2.4 0 2.4 124.85 1.12 0 6 0.64 0.59 1.78 167.54 0 69.12 7 40 175.44 1.15 0 -3 175.44 0.65 6 1.62 123.89 2.46 0 2.46 70.27 0.66 0 6 0.66 0.57 1.83 93.43 0 78.33 7 41 168.34 0.84 -0.31 -3 168.33 0.5 6 1.56 121.46 2.52 0 2.52 65.73 0.5 0 6 0.65 0.57 1.78 89.34 -0.01 86.37 7 42 60.57 1.04 -0.54 -3.1 60.56 1.72 5 2.25 120.6 2.58 0 2.58 22.45 1.8 0 4 0.95 0.43 2.57 23.46 -0.01 29.81 5 43 32.48 0.94 -0.38 -3.1 32.47 2.89 4 2.6 118.31 2.64 0 2.64 11.29 3.15 0 3 1 0.4 2.97 11.29 -0.01 20.17 2 44 280.8 3.97 -0.38 -3 280.8 1.41 6 1.72 134.11 2.71 0 2.71 102.66 1.43 0 6 0.71 0.51 1.92 134.86 -0.01 55.2 7 45 217.21 2.72 -0.16 -3.1 217.21 1.25 6 1.75 130.7 2.77 0 2.77 77.29 1.27 0 6 0.74 0.49 1.98 99.77 0 55.91 7 46 305.76 2.61 0.15 -3.2 305.76 0.85 6 1.53 131.25 2.84 0 2.84 106.66 0.86 0 6 0.64 0.53 1.73 151.52 0 80.52 7 47 298.77 3.03 0.32 -3.1 298.77 1.01 6 1.59 132.28 2.91 0 2.91 101.8 1.02 0 6 0.68 0.51 1.8 141.34 0.01 70.5 7 48 284.25 3.55 0.49 -3.1 284.26 1.25 6 1.68 133.32 2.97 0 2.97 94.62 1.26 0 6 0.72 0.48 1.9 127.01 0.01 59.49 7 49 283.42 3.13 0.46 -3.3 283.42 1.11 6 1.64 132.4 3.04 0 3.04 92.26 1.12 0 6 0.71 0.48 1.87 125.89 0.01 64.51 7 50 165.62 1.36 0.38 -3.4 165.63 0.82 6 1.71 124.97 3.1 0 3.1 52.4 0.84 0 6 0.76 0.44 2 67.99 0.01 61.51 7 51 120.3 2.61 -0.4 -3.4 120.3 2.17 5 2.1 128.98 3.17 0 3.17 37 2.23 0 5 0.93 0.36 2.44 39.94 -0.01 31.4 5 52 203.42 2.4 -0.38 -3.5 203.42 1.18 6 1.75 129.65 3.23 0 3.23 61.96 1.2 0 6 0.78 0.42 2.04 79.21 -0.01 54.06 7 53 329.78 3.76 -0.46 -3.6 329.78 1.14 6 1.61 134.1 3.3 0 3.3 99 1.15 0 6 0.71 0.45 1.85 137.58 -0.01 64.61 7 54 308.06 3.34 -0.28 -3.6 308.06 1.08 6 1.61 133.08 3.36 0 3.36 90.57 1.1 0 6 0.72 0.44 1.86 125.29 -0.01 65.23 7 55 282.16 2.72 0.07 -3.7 282.16 0.96 6 1.59 131.34 3.43 0 3.43 81.26 0.97 0 6 0.72 0.43 1.86 112.57 0 68.23 7 56 299.5 3.13 0.09 -3.8 299.5 1.05 6 1.6 132.53 3.5 0 3.5 84.66 1.06 0 6 0.73 0.42 1.88 116.85 0 65.5 7 57 373.43 4.28 0.38 -3.9 373.44 1.15 6 1.58 135.36 3.56 0 3.56 103.78 1.16 0 6 0.72 0.42 1.83 146.45 0.01 65.32 7 58 400.37 6.89 0.46 -4 400.38 1.72 6 1.71 137.28 3.63 0 3.63 109.22 1.74 0 6 0.77 0.39 1.96 145.23 0.01 48.16 7 59 469.3 5.01 0.31 -3.8 469.3 1.07 6 1.5 137.07 3.7 0 3.7 125.8 1.08 0 6 0.69 0.42 1.73 186.3 0.01 72.55 7 60 366.85 5.33 0.31 -3.7 366.86 1.45 6 1.67 136.91 3.77 0 3.77 96.32 1.47 0 6 0.77 0.38 1.94 129.29 0.01 53.65 7 61 339.81 7 -0.38 -3.8 339.8 2.06 6 1.81 137.28 3.84 0 3.84 87.53 2.08 0 5 0.83 0.34 2.1 108.5 -0.01 40.04 7 62 397.14 6.79 -0.55 -3.8 397.13 1.71 6 1.71 137.28 3.91 0 3.91 100.65 1.73 0 6 0.79 0.36 1.99 132.11 -0.01 47.68 7 63 466.69 5.01 -0.54 -3.8 466.68 1.07 6 1.5 137.06 3.98 0 3.98 116.39 1.08 0 6 0.71 0.39 1.76 170.81 -0.01 70.89 7 64 378.65 3.97 -0.77 -4.4 378.64 1.05 6 1.54 134.84 4.04 0 4.04 92.66 1.06 0 6 0.74 0.37 1.84 130.83 -0.01 67.52 7 65 442.98 4.18 -0.8 -4.8 442.97 0.94 6 1.46 135.59 4.11 0 4.11 106.76 0.95 0 6 0.71 0.38 1.75 158.03 -0.01 76.23 7 66 450.39 4.7 -0.87 -5 450.38 1.04 6 1.5 136.5 4.18 0 4.18 106.78 1.05 0 6 0.73 0.37 1.78 155.15 -0.01 70.76 7 67 422.83 5.43 -0.69 -5.1 422.82 1.28 6 1.59 137.28 4.25 0 4.25 98.54 1.3 0 6 0.77 0.34 1.89 135.42 -0.01 59.19 7 68 482.56 4.07 -0.33 -5.4 482.55 0.84 6 1.4 135.62 4.32 0 4.32 110.83 0.85 0 6 0.7 0.37 1.69 168.9 -0.01 83.66 7 69 339.7 5.95 -0.92 -6.3 339.69 1.75 6 1.75 137.28 4.38 0 4.38 76.49 1.78 0 5 0.86 0.3 2.1 93.69 -0.02 43.88 7 70 615.91 7.21 -1 -6.6 615.9 1.17 6 1.47 137.28 4.45 0 4.45 137.32 1.18 0 6 0.72 0.35 1.74 204.61 -0.02 68.98 7 71 645.36 0 -0.54 -6.7 645.35 0 0 0 87.36 4.5 0 4.5 142.53 0 0 0 1 0.24 4.06 142.53 -0.01 217.9 0 CPT-3 In situ data Basic output data Depth (ft)qc (tsf)fs (tsf)u (psi)Other qt (tsf)Rf(%)SBT Ic SBT ã (pcf)ó,v (tsf)u0 (tsf)ó',vo (tsf)Qt1 Fr (%)Bq SBTn n Cn Ic Qtn U2 I(B)Mod. SBTn 1 207.5 4.39 0.09 -1.4 207.5 2.11 6 1.94 134.1 0.07 0 0.07 3091.6 2.11 0 8 0.48 3.79 1.66 743.22 0.1 45.89 7 2 78.42 1.98 -0.45 -1.6 78.42 2.53 5 2.28 125.92 0.13 0 0.13 601.77 2.53 0 8 0.6 3.48 1.94 257.67 -0.25 37.02 7 3 201.86 1.46 -0.28 -1.8 201.85 0.72 6 1.61 126 0.19 0 0.19 1045.3 0.72 0 6 0.39 1.96 1.4 373.27 -0.1 112.53 7 4 235.69 1.67 -0.08 -2.1 235.69 0.71 6 1.55 127.35 0.26 0 0.26 917.35 0.71 0 6 0.39 1.74 1.39 387.19 -0.02 115.2 7 5 188.07 0.94 0 -2.2 188.07 0.5 6 1.53 122.59 0.32 0 0.32 590.46 0.5 0 6 0.39 1.59 1.37 282.93 0 138.42 7 6 145.36 0.73 0 -2.4 145.36 0.5 6 1.62 120.12 0.38 0 0.38 383.47 0.5 0 6 0.43 1.55 1.47 212.73 0 125.66 7 7 72.26 0.42 -0.03 -2.5 72.26 0.58 6 1.91 114.32 0.44 0 0.44 165.01 0.58 0 6 0.53 1.6 1.74 108.9 -0.01 89.18 7 8 61.51 0.21 -0.02 -2.7 61.51 0.34 6 1.86 108.86 0.49 0 0.49 124.64 0.34 0 6 0.52 1.5 1.71 86.33 0 96.77 7 9 76.65 0.42 0.04 -2.9 76.65 0.54 6 1.87 114.47 0.55 0 0.55 139.17 0.55 0 6 0.54 1.43 1.75 102.76 0.01 89.21 7 10 130.53 0.73 0 -3.2 130.53 0.56 6 1.68 119.86 0.61 0 0.61 214.12 0.56 0 6 0.49 1.31 1.59 160.84 0 106.45 7 11 126.77 0.73 -0.15 -3.4 126.77 0.58 6 1.7 119.79 0.67 0 0.67 189.14 0.58 0 6 0.5 1.26 1.62 150.17 -0.02 101.99 7 12 119.67 0.84 -0.15 -3.5 119.67 0.7 6 1.77 120.63 0.73 0 0.73 163.59 0.7 0 6 0.53 1.22 1.71 137.37 -0.02 88.52 7 13 115.71 1.98 -0.22 -3.7 115.7 1.71 5 2.04 126.87 0.79 0 0.79 145.39 1.73 0 6 0.64 1.21 1.99 131.08 -0.02 47.61 7 14 87.93 0.63 0.08 -4.1 87.93 0.71 6 1.89 117.77 0.85 0 0.85 102.53 0.72 0 6 0.59 1.14 1.84 93.76 0.01 75.48 7 15 59.94 0.31 -0.15 -4 59.94 0.52 6 1.96 111.76 0.91 0 0.91 65.22 0.53 0 6 0.63 1.1 1.93 61.53 -0.01 69.68 7 16 28.51 0.1 -0.26 -4.1 28.51 0.37 5 2.19 101.91 0.96 0 0.96 28.81 0.38 0 5 0.72 1.08 2.17 28.02 -0.02 47.16 6 17 7.41 0.31 -0.15 -4.3 7.41 4.23 3 3.21 106.66 1.01 0 1.01 6.34 4.89 0 3 1 1.05 3.28 6.34 -0.01 16.18 2 18 144.94 0.84 -0.23 -4.2 144.94 0.58 6 1.66 121.09 1.07 0 1.07 134.47 0.58 0 6 0.53 0.99 1.66 135.17 -0.02 97.76 7 19 128.86 1.15 -0.23 -4.3 128.86 0.89 6 1.81 123.14 1.13 0 1.13 112.88 0.9 0 6 0.6 0.96 1.83 115.94 -0.01 72.27 7 20 177 0.84 -0.25 -4.5 177 0.47 6 1.53 121.58 1.19 0 1.19 147.44 0.48 0 6 0.5 0.94 1.56 156.51 -0.02 115.33 7 21 206.45 2.09 -0.3 -4.6 206.45 1.01 6 1.7 128.66 1.26 0 1.26 163.27 1.02 0 6 0.57 0.91 1.73 175.8 -0.02 74.64 7 22 231.72 2.72 -0.23 -4.7 231.72 1.17 6 1.71 130.86 1.32 0 1.32 174.25 1.18 0 6 0.58 0.88 1.75 191.3 -0.01 68.14 7 23 199.66 2.19 -0.16 -4.8 199.66 1.1 6 1.74 128.94 1.39 0 1.39 143 1.11 0 6 0.6 0.85 1.79 159.44 -0.01 68.78 7 24 218.25 1.78 -0.08 -5 218.25 0.81 6 1.62 127.61 1.45 0 1.45 149.48 0.82 0 6 0.56 0.84 1.68 171.88 0 86.31 7 25 238.62 2.09 0.08 -5.2 238.62 0.88 6 1.61 129.01 1.51 0 1.51 156.51 0.88 0 6 0.56 0.82 1.68 183.24 0 83.51 7 26 284.88 2.61 -0.12 -5.4 284.88 0.92 6 1.57 131.08 1.58 0 1.58 179.24 0.92 0 6 0.55 0.8 1.64 214.66 -0.01 83.89 7 27 278.09 3.65 -0.08 -5.5 278.09 1.31 6 1.7 133.48 1.65 0 1.65 167.82 1.32 0 6 0.61 0.76 1.78 199.8 0 62.78 7 28 273.39 2.92 -0.08 -5.5 273.39 1.07 6 1.64 131.81 1.71 0 1.71 158.59 1.08 0 6 0.59 0.75 1.72 193.48 0 73.13 7 29 188.28 1.88 -0.22 -5.6 188.28 1 6 1.72 127.66 1.78 0 1.78 104.96 1.01 0 6 0.63 0.72 1.83 126.97 -0.01 69.19 7 30 209.17 1.78 -0.09 -5.6 209.17 0.85 6 1.64 127.5 1.84 0 1.84 112.63 0.86 0 6 0.61 0.72 1.76 140.11 0 79.02 7 31 258.46 3.03 -0.39 -5.7 258.45 1.17 6 1.68 131.93 1.91 0 1.91 134.55 1.18 0 6 0.62 0.69 1.79 167.92 -0.01 66.33 7 32 162.91 2.19 -0.84 -5.8 162.9 1.35 6 1.86 128.44 1.97 0 1.97 81.65 1.36 0 6 0.71 0.64 2.01 97.95 -0.03 53.05 7 33 242.69 3.13 -0.67 -6 242.68 1.29 6 1.73 132.02 2.04 0 2.04 118.15 1.3 0 6 0.66 0.65 1.86 147.99 -0.02 60.15 7 34 325.92 3.86 -0.77 -6 325.91 1.19 6 1.62 134.27 2.1 0 2.1 153.9 1.19 0 6 0.61 0.66 1.74 200.6 -0.03 68.07 7 35 362.68 5.22 -0.92 -6.1 362.66 1.44 6 1.67 136.74 2.17 0 2.17 165.94 1.45 0 6 0.63 0.63 1.79 215.92 -0.03 59.03 7 36 228.38 3.55 -1 -6.2 228.37 1.55 6 1.81 132.79 2.24 0 2.24 101 1.57 0 6 0.71 0.59 1.97 125.84 -0.03 50.77 7 37 309.42 6.47 -0.75 -6.3 309.41 2.09 6 1.84 137.28 2.31 0 2.31 133.09 2.11 0 6 0.72 0.57 1.99 166.08 -0.02 41.91 7 38 371.03 6.47 -0.54 -6.4 371.02 1.75 6 1.73 137.28 2.38 0 2.38 155.16 1.76 0 6 0.68 0.58 1.87 201.73 -0.02 49.9 7 39 311.09 4.39 -0.31 -6.7 311.08 1.41 6 1.7 135.09 2.44 0 2.44 126.31 1.42 0 6 0.67 0.57 1.86 166.08 -0.01 57.54 7 40 260.13 5.01 -0.23 -6.9 260.13 1.93 6 1.85 135.63 2.51 0 2.51 102.58 1.95 0 5 0.74 0.53 2.03 128.03 -0.01 43.25 7 41 147.24 2.82 -1.08 -7 147.23 1.92 5 2 130.03 2.58 0 2.58 56.14 1.95 0 5 0.82 0.48 2.24 65.61 -0.03 38.21 7 42 92.31 3.65 5.68 -7 92.38 3.96 4 2.37 130.79 2.64 0 2.64 33.97 4.07 0 4 0.99 0.4 2.66 34.26 0.15 21.12 3 43 129.07 3.45 -0.93 -6.9 129.06 2.67 5 2.15 131.18 2.71 0 2.71 46.67 2.73 0 5 0.9 0.43 2.42 51.34 -0.02 29.21 5 44 273.39 3.86 -1.46 -7 273.37 1.41 6 1.73 133.85 2.77 0 2.77 97.54 1.43 0 6 0.72 0.5 1.94 127.87 -0.04 54.58 7 45 334.06 5.74 -1.23 -7.1 334.05 1.72 6 1.75 137.24 2.84 0 2.84 116.5 1.73 0 6 0.73 0.49 1.94 152.79 -0.03 48.6 7 46 337.2 7.73 -0.92 -7.2 337.18 2.29 8 1.85 137.28 2.91 0 2.91 114.81 2.31 0 5 0.77 0.46 2.06 144.78 -0.02 38.25 7 47 340.95 5.85 -0.24 -7.4 340.95 1.72 6 1.74 137.28 2.98 0 2.98 113.4 1.73 0 6 0.73 0.47 1.95 149.29 -0.01 48.52 7 48 378.55 6.27 -0.31 -7.5 378.54 1.66 6 1.71 137.28 3.05 0 3.05 123.16 1.67 0 6 0.72 0.47 1.91 165.27 -0.01 50.69 7 49 365.08 4.59 -0.15 -7.4 365.08 1.26 6 1.62 135.82 3.12 0 3.12 116.13 1.27 0 6 0.69 0.47 1.83 161.54 0 62.36 7 50 278.93 3.76 0.1 -7.5 278.93 1.35 6 1.71 133.69 3.18 0 3.18 86.61 1.36 0 6 0.75 0.44 1.96 114.55 0 55.07 7 51 260.86 4.28 -1.15 -7.6 260.85 1.64 6 1.8 134.48 3.25 0 3.25 79.24 1.66 0 5 0.79 0.41 2.06 100.57 -0.03 46.62 7 52 315.06 5.22 -1.05 -7.6 315.04 1.66 6 1.75 136.4 3.32 0 3.32 93.92 1.67 0 6 0.77 0.42 2 122.3 -0.02 48.14 7 53 321.43 4.07 -1.13 -7.7 321.41 1.27 6 1.65 134.63 3.39 0 3.39 93.92 1.28 0 6 0.74 0.42 1.9 127.72 -0.02 58.97 7 54 394.73 4.91 -1.23 -7.8 394.72 1.24 6 1.59 136.49 3.45 0 3.45 113.26 1.25 0 6 0.71 0.43 1.83 159.5 -0.03 62.76 7 55 322.26 3.97 -0.69 -7.9 322.25 1.23 6 1.64 134.44 3.52 0 3.52 90.5 1.25 0 6 0.74 0.41 1.91 123.24 -0.01 59.63 7 56 339.91 4.18 -1.02 -8 339.9 1.23 6 1.63 134.95 3.59 0 3.59 93.7 1.24 0 6 0.74 0.4 1.89 128.55 -0.02 60.33 7 57 357.77 2.92 -1.23 -8 357.75 0.82 6 1.47 132.46 3.66 0 3.66 96.86 0.83 0 6 0.69 0.43 1.74 142.96 -0.02 81.34 7 58 378.34 4.91 -1.11 -8 378.33 1.3 6 1.62 136.39 3.72 0 3.72 100.6 1.31 0 6 0.74 0.39 1.88 138.71 -0.02 59.07 7 59 341.37 4.18 -1.08 -8.3 341.36 1.22 6 1.62 134.96 3.79 0 3.79 89.04 1.24 0 6 0.76 0.38 1.91 121.39 -0.02 59.67 7 60 381.68 0 -1.3 -9 381.67 0 0 0 87.36 3.83 0 3.83 98.52 0 0 0 1 0.28 4.06 98.52 -0.02 155.03 0 CPT-4 In situ data Basic output data 1091 N. Tustin Ave Anaheim, CA CPT Shear Wave Measurements S-Wave Interval Tip Geophone Travel S-Wave Velocity S-Wave Depth Depth Distance Arrival from Surface Velocity CPT-1 (ft)(ft)(ft)(msec)(ft/sec)(ft/sec) 10.14 9.14 10.42 20.12 517.80 20.21 19.21 19.85 32.44 611.90 765.57 30.12 29.12 29.55 42.40 696.84 973.50 40.12 39.12 39.44 53.20 741.32 915.93 50.30 49.30 49.55 63.80 776.69 954.21 60.24 59.24 59.45 72.36 821.60 1156.28 CPT-2 10.07 9.07 10.36 16.48 628.45 16.01 15.01 15.82 24.28 651.60 700.51 Shear Wave Source Offset = 5 ft S-Wave Velocity from Surface = Travel Distance/S-Wave Arrival Interval S-Wave Velocity = (Travel Dist2-Travel Dist1)/(Time2-Time1) CPT-3 10.10 9.10 10.38 18.08 574.29 20.08 19.08 19.72 31.24 631.38 709.81 25.03 24.03 24.54 38.52 637.19 662.14 30.12 29.12 29.55 45.92 643.43 675.87 35.37 34.37 34.73 52.12 666.38 836.39 40.22 39.22 39.54 57.80 684.04 846.06 45.14 44.14 44.42 63.36 701.11 878.57 50.13 49.13 49.38 68.96 716.12 885.98 55.12 54.12 54.35 74.40 730.52 913.00 60.43 59.43 59.64 80.40 741.79 881.58 65.12 64.12 64.31 86.72 741.64 739.67 70.11 69.11 69.29 92.72 747.31 829.33 71.19 70.19 70.37 93.70 750.99 1099.21 CPT-4 10.10 9.10 10.38 14.00 741.65 20.14 19.14 19.78 27.92 708.54 675.23 30.15 29.15 29.58 38.84 761.48 896.83 40.19 39.19 39.51 51.36 769.23 793.29 50.07 49.07 49.32 62.08 794.52 915.71 60.14 59.14 59.35 71.92 825.24 1018.99 Shear Wave Source Offset = 5 ft S-Wave Velocity from Surface = Travel Distance/S-Wave Arrival Interval S-Wave Velocity = (Travel Dist2-Travel Dist1)/(Time2-Time1) DISSIPATION TEST ID: CPT-1 LOCATION: Anaheim TEST DATE: Sat 14/Jan/2017 CLIENT: NOVA Services, Inc. PRESSURE (psi) TIME: (MINUTES) 0 2 4 6 8 10 12 14 16 -2 -1 0 DEPTH (ft) 42.472 DISSIPATION TEST ID: CPT-2A LOCATION: Anaheim TEST DATE: Sat 14/Jan/2017 CLIENT: NOVA Services, Inc. PRESSURE (psi) TIME: (MINUTES) 0 1 2 3 4 5 6 7 8 9 -2 -1 0 DEPTH (ft) 45.29 Attachment 2 Analyses of Liquefaction with Groundwater Level at 10 Feet LIQ UEFACTION ANALYSIS REPORT Input parameters and analysis data Analysis method: Fines correction method: Points to test: Earthquake magnitude Mw: Peak ground acceleration: Robertson (2009) Robertson (2009) Based on Ic value 7.20 0.60 G.W.T. (in-situ): G.W.T. (earthq.): Average results interval: Ic cut-off value: Unit weight calculation: Project title : Pacific Center Location : Anaheim, CA CPT file : CPT-Avg-10 10.00 ft 10.00 ft 1 2.60 Based on SBT Use fill: Fill height: Fill weight: Trans. detect. applied: Kσ applied: No N/A N/A No No Clay like behavior applied: Limit depth applied: Limit depth: MSF method: All soils No N/A Method based Cone resistance qt (tsf) 5004003002001000 De p t h ( f t ) 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Cone resistance Insitu SBTn Plot Ic (Robertson 1990) 4321 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 SBTn Plot Insitu CRR plot CRR & CSR 0.80.60.40.20 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 CRR plot During earthq. Qtn,cs 200180160140120100806040200 Cy c l i c S t r e s s R a t i o * ( C S R * ) 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0 Liquefaction No Liquefaction Normalized friction ratio (%) 0.1 1 10 No r m a l i z e d C P T p e n e t r a t i o n r e s i s t a n c e 1 10 100 1,000 Friction Ratio Rf (%) 1086420 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 Friction Ratio Insitu Mw =71/2, sigma'=1 atm base curve Summary of liquefaction potential FS Plot Factor of safety 21.510.50 60 58 56 54 52 50 48 46 44 42 40 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 8 6 4 2 0 FS Plot During earthq. Zone A1: Cyclic liquefaction likely depending on size and duration of cyclic loading Zone A2: Cyclic liquefaction and strength loss likely depending on loading and ground geometry Zone B: Liquefaction and post-earthquake strength loss unlikely, check cyclic softening Zone C: Cyclic liquefaction and strength loss possible depending on soil plasticity, brittleness/sensitivity, strain to peak undrained strength and ground geometry CLiq v.2.1.6.11 - CPT Liquefaction Assessment Software - Report created on: 6/23/2017, 2:00:05 PM Project file: C:\Users\FA Laptop\Dropbox\GeoRisk\Pacific Center - Anaheim, CA\Pacific Center.clq 1 Th i s s o f t w a r e i s l i c e n s e d t o : F i k r e t A t a l a y CPT name: CPT-Avg-10 Co n e r e s i s t a n c e qt ( t s f ) 50 0 40 0 30 0 20 0 10 0 0 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 Co n e r e s i s t a n c e In s i t u CP T b a s i c i n t e r p r e t a t i o n p l o t s Fr i c t i o n R a t i o Rf ( % ) 10 8 6 4 2 0 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 Fr i c t i o n R a t i o In s i t u Po r e p r e s s u r e u ( p s i ) 20 15 10 5 0 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 Po r e p r e s s u r e In s i t u SB T P l o t Ic ( S B T ) 4 3 2 1 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 SB T P l o t In s i t u Soil Behaviour Type SBT (Robertson et al. 1986)18 16 14 12 10 8 6 4 2 0Depth (ft)605856545250484644424038363432302826242220181614121086420Soil Behaviour Type Silty sand & sandy silt Sand & silty sand Silty sand & sandy silt Sand & silty sand CL i q v . 2 . 1 . 6 . 1 1 - C P T L i q u e f a c t i o n A s s e s s m e n t S o ft w a r e - R e p o r t c r e a t e d o n : 6 / 2 3 / 2 0 1 7 , 2 : 0 0 : 0 5 P M 2 Pr o j e c t f i l e : C : \ U s e r s \ F A L a p t o p \ D r o p b o x \ G e o R i s k \ P ac i f i c C e n t e r - A n a h e i m , C A \ P a c i f i c C e n t e r . c l q In p u t p a r a m e t e r s a n d a n a l y s i s d a t a A na l y s i s m e t h o d : Fi n e s c o r r e c t i o n m e t h o d : Po i n t s t o t e s t : Ea r t h q u a k e m a g n i t u d e M w : Pe a k g r o u n d a c c e l e r a t i o n : De p t h t o w a t e r t a b l e ( i n s i t u ) : Ro b e r t s o n ( 2 0 0 9 ) Ro b e r t s o n ( 2 0 0 9 ) Ba s e d o n I c v a l u e 7. 2 0 0. 6 0 10 . 0 0 f t De p t h t o w a t e r t a b l e ( e r t h q . ) : A ve r a g e r e s u l t s i n t e r v a l : Ic c u t - o f f v a l u e : Un i t w e i g h t c a l c u l a t i o n : Us e f i l l : Fi l l h e i g h t : 10 . 0 0 f t 1 2. 6 0 Ba s e d o n S B T No N/ A Fi l l w e i g h t : T ra n s i t i o n d e t e c t . a p p l i e d : K σ a p p l i e d : Cl a y l i k e b e h a v i o r a p p l i e d : Li m i t d e p t h a p p l i e d : Li m i t d e p t h : N/ A No No A ll s o i l s No N/ A SB T l e g e n d 1. S e n s i t i v e f i n e g ra i n e d 2. O r g a n i c m a t e r i a l 3. C l a y t o s i l t y c l a y 4. Clayey silt to silty 5. Silty sand to sandy silt 6. Clean sand to silty sand7. Gravely sand to sand 8. Very stiff sand to 9. Very stiff fine g rained Th i s s o f t w a r e i s l i c e n s e d t o : F i k r e t A t a l a y CPT name: CPT-Avg-10 No r m . c o n e r e s i s t a n c e Qt n 20 0 15 0 10 0 50 0 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 No r m . c o n e r e s i s t a n c e In s i t u CP T b a s i c i n t e r p r e t a t i o n p l o t s ( n o r m a l i z e d ) No r m . f r i c t i o n r a t i o Fr ( % ) 10 8 6 4 2 0 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 No r m . f r i c t i o n r a t i o In s i t u No m . p o r e p r e s s u r e r a t i o Bq 1 0. 8 0. 6 0. 4 0. 2 0 -0 . 2 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 No m . p o r e p r e s s u r e r a t i o In s i t u SB T n P l o t Ic ( R o b e r t s o n 1 9 9 0 ) 4 3 2 1 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 SB T n P l o t In s i t u Norm. Soil Behaviour Type SBTn (Robertson 1990)18 16 14 12 10 8 6 4 2 0Depth (ft)605856545250484644424038363432302826242220181614121086420Norm. Soil Behaviour Type Sand & silty sand Sand & silty sand Silty sand & sandy silt Sand & silty sand CL i q v . 2 . 1 . 6 . 1 1 - C P T L i q u e f a c t i o n A s s e s s m e n t S o ft w a r e - R e p o r t c r e a t e d o n : 6 / 2 3 / 2 0 1 7 , 2 : 0 0 : 0 5 P M 3 Pr o j e c t f i l e : C : \ U s e r s \ F A L a p t o p \ D r o p b o x \ G e o R i s k \ P ac i f i c C e n t e r - A n a h e i m , C A \ P a c i f i c C e n t e r . c l q SB T n l e g e n d 1. S e n s i t i v e f i n e g ra i n e d 2. O r g a n i c m a t e r i a l 3. C l a y t o s i l t y c l a y 4. Clayey silt to silty 5. Silty sand to sandy silt 6. Clean sand to silty sand7. Gravely sand to sand 8. Very stiff sand to 9. Very stiff fine g rained In p u t p a r a m e t e r s a n d a n a l y s i s d a t a A na l y s i s m e t h o d : Fi n e s c o r r e c t i o n m e t h o d : Po i n t s t o t e s t : Ea r t h q u a k e m a g n i t u d e M w : Pe a k g r o u n d a c c e l e r a t i o n : De p t h t o w a t e r t a b l e ( i n s i t u ) : Ro b e r t s o n ( 2 0 0 9 ) Ro b e r t s o n ( 2 0 0 9 ) Ba s e d o n I c v a l u e 7. 2 0 0. 6 0 10 . 0 0 f t De p t h t o w a t e r t a b l e ( e r t h q . ) : A ve r a g e r e s u l t s i n t e r v a l : Ic c u t - o f f v a l u e : Un i t w e i g h t c a l c u l a t i o n : Us e f i l l : Fi l l h e i g h t : 10 . 0 0 f t 1 2. 6 0 Ba s e d o n S B T No N/ A Fi l l w e i g h t : T ra n s i t i o n d e t e c t . a p p l i e d : K σ a p p l i e d : Cl a y l i k e b e h a v i o r a p p l i e d : Li m i t d e p t h a p p l i e d : Li m i t d e p t h : N/ A No No A ll s o i l s No N/ A Th i s s o f t w a r e i s l i c e n s e d t o : F i k r e t A t a l a y CPT name: CPT-Avg-10 To t a l c o n e r e s i s t a n c e qt ( t s f ) 30 0 20 0 10 0 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 To t a l c o n e r e s i s t a n c e In s i t u Li q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s ( i n t e r m e d i a t e r e s u l t s ) SB T n I n d e x Ic ( R o b e r t s o n 1 9 9 0 ) 4 3 2 1 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 SB T n I n d e x In s i t u No r m . c o n e r e s i s t a n c e Qt n 20 0 15 0 10 0 50 0 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 No r m . c o n e r e s i s t a n c e In s i t u Gr a i n c h a r . f a c t o r Kc 10 9 8 7 6 5 4 3 2 1 0 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 Gr a i n c h a r . f a c t o r In s i t u Corrected norm. cone resistance Qtn,cs200150100500Depth (ft)605856545250484644424038363432302826242220181614121086420Corrected norm. cone resistance Insitu CL i q v . 2 . 1 . 6 . 1 1 - C P T L i q u e f a c t i o n A s s e s s m e n t S o ft w a r e - R e p o r t c r e a t e d o n : 6 / 2 3 / 2 0 1 7 , 2 : 0 0 : 0 5 P M 4 Pr o j e c t f i l e : C : \ U s e r s \ F A L a p t o p \ D r o p b o x \ G e o R i s k \ P ac i f i c C e n t e r - A n a h e i m , C A \ P a c i f i c C e n t e r . c l q In p u t p a r a m e t e r s a n d a n a l y s i s d a t a A na l y s i s m e t h o d : Fi n e s c o r r e c t i o n m e t h o d : Po i n t s t o t e s t : Ea r t h q u a k e m a g n i t u d e M w : Pe a k g r o u n d a c c e l e r a t i o n : De p t h t o w a t e r t a b l e ( i n s i t u ) : Ro b e r t s o n ( 2 0 0 9 ) Ro b e r t s o n ( 2 0 0 9 ) Ba s e d o n I c v a l u e 7. 2 0 0. 6 0 10 . 0 0 f t De p t h t o w a t e r t a b l e ( e r t h q . ) : A ve r a g e r e s u l t s i n t e r v a l : Ic c u t - o f f v a l u e : Un i t w e i g h t c a l c u l a t i o n : Us e f i l l : Fi l l h e i g h t : 10 . 0 0 f t 1 2. 6 0 Ba s e d o n S B T No N/ A Fi l l w e i g h t : T ra n s i t i o n d e t e c t . a p p l i e d : K σ a p p l i e d : Cl a y l i k e b e h a v i o r a p p l i e d : Li m i t d e p t h a p p l i e d : Li m i t d e p t h : N/ A No No A ll s o i l s No N/ A Th i s s o f t w a r e i s l i c e n s e d t o : F i k r e t A t a l a y CPT name: CPT-Avg-10 CR R p l o t CR R & C S R 0. 8 0. 6 0. 4 0. 2 0 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 CR R p l o t Du r i n g e a r t h q . Li q u e f a c t i o n a n a l y s i s o v e r a l l p l o t s FS P l o t Fa c t o r o f s a f e t y 2 1. 5 1 0. 5 0 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 FS P l o t Du r i n g e a r t h q . LP I Li q u e f a c t i o n p o t e n t i a l 20 15 10 5 0 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 LP I Du r i n g e a r t h q . Ve r t i c a l s e t t l e m e n t s Se t t l e m e n t ( i n ) 1 0.8 0. 6 0. 4 0. 2 0 D e p t h ( f t ) 605856545250484644424038363432302826242220181614121086420 Ve r t i c a l s e t t l e m e n t s Du r i n g e a r t h q . Lateral displacements Displacement (in)0Depth (ft)605856545250484644424038363432302826242220181614121086420Lateral displacements During earthq. CL i q v . 2 . 1 . 6 . 1 1 - C P T L i q u e f a c t i o n A s s e s s m e n t S o ft w a r e - R e p o r t c r e a t e d o n : 6 / 2 3 / 2 0 1 7 , 2 : 0 0 : 0 5 P M 5 Pr o j e c t f i l e : C : \ U s e r s \ F A L a p t o p \ D r o p b o x \ G e o R i s k \ P ac i f i c C e n t e r - A n a h e i m , C A \ P a c i f i c C e n t e r . c l q F. S . c o l o r s c h e m e LPI color scheme In p u t p a r a m e t e r s a n d a n a l y s i s d a t a A na l y s i s m e t h o d : Fi n e s c o r r e c t i o n m e t h o d : Po i n t s t o t e s t : Ea r t h q u a k e m a g n i t u d e M w : Pe a k g r o u n d a c c e l e r a t i o n : De p t h t o w a t e r t a b l e ( i n s i t u ) : Ro b e r t s o n ( 2 0 0 9 ) Ro b e r t s o n ( 2 0 0 9 ) Ba s e d o n I c v a l u e 7. 2 0 0. 6 0 10 . 0 0 f t De p t h t o w a t e r t a b l e ( e r t h q . ) : A ve r a g e r e s u l t s i n t e r v a l : Ic c u t - o f f v a l u e : Un i t w e i g h t c a l c u l a t i o n : Us e f i l l : Fi l l h e i g h t : 10 . 0 0 f t 1 2. 6 0 Ba s e d o n S B T No N/ A Fi l l w e i g h t : T ra n s i t i o n d e t e c t . a p p l i e d : K σ a p p l i e d : Cl a y l i k e b e h a v i o r a p p l i e d : Li m i t d e p t h a p p l i e d : Li m i t d e p t h : N/ A No No A ll s o i l s No N/ A A lm o s t c e r t a i n i t w i l l l i q u e f y Ve r y l i k e l y t o l i q u e f y Li q u e f a c t i o n a n d n o l i q . a r e e q u a l l y l i k e l y Un l i k e t o l i q u e f y A lm o s t c e r t a i n i t w i l l n o t l i q u e f y Very high risk High risk Low risk Th i s s o f t w a r e i s l i c e n s e d t o : F i k r e t A t a l a y CPT name: CPT-Avg-10 No r m a l i z e d f r i c t i o n r a t i o ( % ) 0. 1 1 1 0 N o r m a l i z e d C P T p e n e t r a t i o n r e s i s t a n c e 110 10 0 1, 0 0 0 Li q u e f a c t i o n a n a l y s i s s u m m a r y p l o t s Qt n , c s 20 0 18 0 16 0 14 0 12 0 10 0 80 60 40 20 0 C y c l i c S t r e s s R a t i o * ( C S R * ) 0. 8 0. 7 0. 6 0. 5 0. 4 0. 3 0. 2 0. 1 0 Li q u e f a c t i o n No L i q u e f a c t i o n Thickness of surface layer, H1 (m)10 9 8 7 6 5 4 3 2 1 0 T h i c k n e s s o f l i q u e f i a b l e s a n d l a y e r , H 2 ( m ) 12 . 0 11 . 0 10 . 0 9. 0 8. 0 7. 0 6. 0 5. 0 4. 0 3. 0 2. 0 1. 0 0. 0 CPT-Avg-10 (1.73)Analysis PGA: 0.60 P G A 0 .4 0 g - 0 .50g CL i q v . 2 . 1 . 6 . 1 1 - C P T L i q u e f a c t i o n A s s e s s m e n t S o ft w a r e - R e p o r t c r e a t e d o n : 6 / 2 3 / 2 0 1 7 , 2 : 0 0 : 0 5 P M 6 Pr o j e c t f i l e : C : \ U s e r s \ F A L a p t o p \ D r o p b o x \ G e o R i s k \ P ac i f i c C e n t e r - A n a h e i m , C A \ P a c i f i c C e n t e r . c l q In p u t p a r a m e t e r s a n d a n a l y s i s d a t a A na l y s i s m e t h o d : Fi n e s c o r r e c t i o n m e t h o d : Po i n t s t o t e s t : Ea r t h q u a k e m a g n i t u d e M w : Pe a k g r o u n d a c c e l e r a t i o n : De p t h t o w a t e r t a b l e ( i n s i t u ) : Ro b e r t s o n ( 2 0 0 9 ) Ro b e r t s o n ( 2 0 0 9 ) Ba s e d o n I c v a l u e 7. 2 0 0. 6 0 10 . 0 0 f t De p t h t o w a t e r t a b l e ( e r t h q . ) : A ve r a g e r e s u l t s i n t e r v a l : Ic c u t - o f f v a l u e : Un i t w e i g h t c a l c u l a t i o n : Us e f i l l : Fi l l h e i g h t : 10 . 0 0 f t 1 2. 6 0 Ba s e d o n S B T No N/ A Fi l l w e i g h t : T ra n s i t i o n d e t e c t . a p p l i e d : K σ a p p l i e d : Cl a y l i k e b e h a v i o r a p p l i e d : Li m i t d e p t h a p p l i e d : Li m i t d e p t h : N/ A No No A ll s o i l s No N/ A Attachment 3 Direct Shear Data Friction Angle (Φ): 28 ° Apparent Cohesion (C): psf Sample Location: B-1 Sample Depth (ft.): 3.0' USCS Soil Type: SP PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM,CA DATE DIRECT SHEAR TEST RESULTS FEB 2017 5 PROJECT NO. 2016564 0 500 1,000 1,500 2,000 2,500 3,000 0 500 1,000 1,500 2,000 2,500 3,000 NORMAL STRESS (psf) SH E A R ST R E S S ( p s f ) REPORT PRELIMINARY GEOTECHNICALINVESTIGATION Proposed Pacific Center Development Anaheim, California PREPARED FOR 4000 MacArthur Boulevard, Suite 110 Newport Beach, CA 92660 PREPARED BY NOVA Services, Inc. 4373 Viewridge Avenue, Suite B San Diego, CA 92123 NOVA Project No.2016564 17 February 2017 G E O T E C H N I C A L ■ M A T E R I A L S ■ S P E C I A L I N S P E C T I S B E ■ S L B E ■ S C O O P Hines 17 February 2017 4000 MacArthur Boulevard, Suite 110 NOVA Project 2016564 Newport Beach, CA 92660 Attention: Mr. Tom Lawless Subject: Report Preliminary Geotechnical Investigation Proposed Pacific Center Development Anaheim, California Dear Mr. Lawless: Attached hereto please find the above-referenced report. The work reported herein was completed by NOVA Services, Inc. (NOVA) for Hines in accordance with NOVA’s proposal dated December 9, 2016. NOVA appreciates the opportunity to be of service to Hines. Should you have any questions regarding this report or other matters, please do not hesitate to call. Sincerely, NOVA Services, Inc. __________________________ ______________________________ Wail Mokhtar Carl D. Schrenk, P.G, C.E.G. Project Manager Principal Engineering Geologist __________________________ Jesse D. Bearfield, P.E. Project Engineer 4373 Viewridge Avenue, Ste. B | San Diego, CA 92123 |P:858.292.7575 |F: 858.292.7570 Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page i of iv REPORT PRELIMINARY GEOTECHNICAL INVESTIGATION Proposed Hines Pacific Center Development Anaheim, California _____________________________________________________________ TABLE OF CONTENTS 1.0 INTRODUCTION............................................................................................................. 1 1.1 Terms of Reference .................................................................................................................. 1 1.2 Objective, Scope and Limitations of This Work ..................................................................... 1 1.3 Understood Use of This Report ............................................................................................... 3 1.4 Report Organization ................................................................................................................. 3 2.0 PROJECTINFORMATION ............................................................................................ 4 2.1 Site Description ....................................................................................................................... 4 2.2 Planned Development .............................................................................................................. 5 3.0 FIELDEXPLORATION AND LABORATORY TESTING ........................................ 7 3.1 Overview.................................................................................................................................. 7 3.2 CPT Soundings ........................................................................................................................ 7 3.3 Engineering Borings .............................................................................................................. 10 3.4 Percolation Testing ................................................................................................................ 11 3.5 Geotechnical Laboratory Testing ........................................................................................... 12 3.6 Corrosivity Testing ................................................................................................................ 12 4.0 SITE CONDITIONS ....................................................................................................... 14 4.1 Geologic Setting .................................................................................................................... 14 4.2 Faulting and Seismicity ......................................................................................................... 15 4.3 Site Conditions ....................................................................................................................... 16 5.0 REVIEW OF GEOLOGIC AND SOIL HAZARDS ................................................... 19 5.1 Overview................................................................................................................................ 19 5.2 Geologic Hazards ................................................................................................................... 19 5.3 Soil Hazards ........................................................................................................................... 20 5.4 Other Hazards ........................................................................................................................ 22 Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page ii of iv 6.0 EARTHWORK AND FOUNDATIONS ....................................................................... 24 6.1 Overview................................................................................................................................ 24 6.2 Seismic Design Parameters .................................................................................................... 24 6.3 Corrosivity and Sulfates ........................................................................................................ 25 6.4 Earthwork .............................................................................................................................. 26 6.5 Shallow Foundations for the Apartments, Restaurant and Parking Garages ......................... 27 6.6 Control of Moisture Around Foundations ............................................................................. 30 6.7 Flatwork ................................................................................................................................. 31 6.8 Retaining Walls ..................................................................................................................... 31 6.9 Temporary Slopes .................................................................................................................. 32 7.0 STORMWATER INFILTRATION .............................................................................. 33 7.1 Overview................................................................................................................................ 33 7.2 Site Evaluation ....................................................................................................................... 33 7.3 Percolation Test Results ........................................................................................................ 33 7.4 Modifying Geotechnical Criteria ........................................................................................... 34 7.5 Suitability of the Site for Stormwater Infiltration .................................................................. 35 8.0 PAVEMENTS ................................................................................................................. 36 8.1 Overview................................................................................................................................ 36 8.2 Subgrade Preparation ............................................................................................................. 37 8.3 Flexible Pavements ................................................................................................................ 37 8.4 Rigid Pavements .................................................................................................................... 37 9.0 REFERENCES ................................................................................................................ 39 List of Appendices Appendix A Use of the Geotechnical Report Appendix B Logs of Borings and CPT Soundings Appendix C Laboratory Analytical Appendix D Percolation Testing List of Figures Figure 1-1. Vicinity Map Figure 2-1. Pacific Center Site Limits and Location Figure 2-2. Proposed Pacific Center Development Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page iii of iv List of Figures (Continued) Figure 2-3a. Apartment ‘A’ Figure 2-3b. Apartment ‘B’ Figure 3-1. Locations of the Borings, Soundings and Percolation Tests Figure 4-1. Geologic Mapping of the Site Vicinity Figure 4-2. Faulting in the Site Vicinity Figure 4-3. Surface Conditions, Apartment ‘A’ Parcel, Looking South From La Palma Avenue Figure 4-4. Average CPT Tip Resistance (qc) vs. Depth Figure 4-5. OCWD Surface Water Recharge Facilities near the Site Figure 5-1. Liquefaction Analysis, Groundwater at 35 Feet, M = 7.2, a = 0.6g Figure 5-2. Portion of FIRM Number 06059C0152J That Includes the Site Figure 5-3. Schematic Cross Section of the Orange County Groundwater Basin List of Tables Table 3-1. Abstract of the CPT Soundings Table 3-2. Summary of Shear Wave Velocity Measurements Table 3-3. Abstract of the Engineering Borings Table 3-4. Abstract of the Percolation Test Borings Table 3-5. Summary of the Modified Proctor Moisture Density Testing Table 3-6. Abstract of the Soil Index Testing Table 6-1. Seismic Design Parameters, ASCE 7-10 Table 6-2. Summary of Corrosivity Testing of the Near Surface Soil Table 6-3. Exposure Categories and Requirements for Water-Soluble Sulfates Table 6-4. Lateral Earth Pressures Table 7-1. Percolation Test Results Table 8-1. Preliminary Recommendations for Flexible Pavements Table 8-2. Recommendations for Concrete Pavements List of Plates Plate 1: Subsurface Investigation Map Plate 2: Retaining Wall Drainage Detail Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 1 of 39 1.0 INTRODUCTION 1.1 Terms of Reference This report presents the findings of a preliminary geotechnical investigation for the proposed development of two apartment buildings and a restaurant at a collection of parcels known collectively as Pacific Center in the City of Anaheim, CA. The work reported herein was completed by NOVA Services, Inc. (NOVA) for Hines in accordance with the scope of work detailed in NOVA’s proposal dated December 9, 2016. Figure 1-1 depicts the site vicinity. Figure 1-1. Vicinity Map 1.2 Objective, Scope and Limitations of This Work 1.2.1 Objective The objectives of the work reported herein were threefold, namely: • characterize the subsurface conditions; • provide preliminary geotechnical recommendations for foundation design and construction; and • assess the suitability of the site for development of stormwater infiltration Best Management Practices (‘BMPs’). Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 2 of 39 1.2.2 Scope The scope of NOVA’s services included the task-based activities described below. • Task 1, Background Review. Review background data, including geotechnical reports, fault investigation reports, topographic maps, geologic data, fault maps, and preliminary development plans for the project. Structural loads for the proposed development were not provided to NOVA at this time. • Task 2, Field Exploration. Completed a subsurface exploration that included the following subtasks. o Subtask 2-1, Reconnaissance. Conducted a site reconnaissance, including layout of exploratory borings. Dig Alert was notified for underground utility mark-out services. o Subtask 2-2, Permitting. Obtained a drilling permit from the city of Anaheim. o Subtask 2-3, Engineering Borings. Drilled, logged and sampled six (6) engineering borings to depths of 10 to 51.5 feet below existing ground surface (bgs). The borings were logged and sampled by a NOVA geologist. o Subtask 2-4, Cone Penetrometer Soundings. Four (4) cone penetration test (‘CPT’, after ASTM D 5778) soundings were extended to depths of 45 feet to72 feet bgs. o Subtask 2-5, Percolation Borings. Drilled, logged and sampled five (5) percolation test borings to depths of approximately 3 to 10feet bgs. o Subtask 2-6, Percolation Testing. Percolation testing was completed at the locations pf the percolation borings after guidance provided in the Model BMP Design Manualfor Orange County. • Task 3, Laboratory Testing. Laboratory testing of disturbed and undisturbed samples was completed. Testing addressed shear strength, resistance value (‘R-Value), soil gradation, in-situ moisture content and density, and corrosivity. • Task 4, Engineering Evaluations. Conducted an evaluation of the site, utilizing field and laboratory information obtained during the preceding tasks. Evaluations addressed: o seismic design; o foundations, earthwork and pavements; o soil corrosivity; o stormwater infiltration; and, o wall design. • Task 5, Reporting. Preparation of this report presenting NOVA’s findings and preliminary geotechnical recommendations completes the scope of work described NOVA’s proposal. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 3 of 39 1.2.3 Limitations The construction recommendations included in this report are not final. These recommendations are developed by NOVA using judgment and opinion and based upon the limited information available from the borings and soundings. NOVA can finalize its recommendations only by observing actual subsurface conditions revealed during construction. NOVA cannot assume responsibility or liability for the recommendations of this report if NOVA does not perform construction observation. This report does not address any environmental assessment or investigation for the presence or absence of hazardous or toxic materials in the soil, groundwater, or surface water within or beyond the site. Appendix A to this report provides important additional guidance regarding the use and limitations of this report. This information should be reviewed by all users of the report. 1.3 Understood Use of This Report NOVA expects that the findings and recommendations provided herein will be utilized by Hines and its Design Team in decision-making regarding development of two apartment complexes and a restaurant on the parcels considered by this work. NOVA’s recommendations are based on its current understanding and assumptions regarding project development. Effective use of this report by the Design Team should include review by NOVA of the final design. Such review is important for both (i) conformance with the recommendations provided herein, and (ii) consistency with NOVA’s understanding of the planned development. 1.4 Report Organization The remainder of this report is organized as follows: • Section 2 reviews the presently available project information; • Section 3 describes the field investigation; • Section 4 describes geologic and soil conditions; • Section 5 reviews geologic and soil hazards; • Section 6 provides recommendations for earthwork and foundation design; • Section 7 assesses the suitability of the site for stormwater infiltration BMPs; and, • Section 8 provides recommendations for pavement design and construction. The report is supported by four appendices. Appendix A provides guidance regarding the use and limitations of this report. Appendix B presents logs of the engineering borings and cone penetration test (CPT) soundings. Appendix C provides records of the geotechnical laboratory testing. Appendix D provides the results of percolation testing. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 4 of 39 2.0 PROJECT INFORMATION 2.1 Site Description 2.1.1 Location Pacific Center is sited within a 15.5-acre tract set southwest of the intersection of Tustin Avenue and E. La Palma Avenue in the City of Anaheim. The properties addressed by this report are located at 1071 North Tustin Ave., 1065 Pacific Center Dr., and 1041 W. Pacific Center Dr., Anaheim, California. Pacific Center is bounded to the north, east and west by high density residential and commercial properties. Highway 91 (Riverside Freeway) borders to the south. Figure 2-1 depicts the approximate limits of the property (also referenced herein as “the site”) projected on a recent aerial photograph. Figure 2-1. Pacific Center Site Limits and Location (source: Google Earth 2016) Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 5 of 39 2.2 Planned Development 2.2.1 General As may be seen by review of Figure 2.1, the ±15.5-acre Pacific Center collection of properties includes both existing structures and undeveloped areas. As presently envisioned, new development for the Pacific Center property will include the structures listed below: 1. Apartment ‘A’. A 194-unit structure set in a ±2.5-acre parcel. 2. Apartment ‘B’. A 212-unit structure set in a ±2.7-acre parcel. 3. Restaurant. A single level restaurant located on a ±0.4-acre parcel. Figure 2-2 provides a plan view of the current layout of the property, showing the new construction that is currently contemplated. Figure 2-2. Proposed Pacific Center Development (source: Architects Orange, 2016) Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 6 of 39 2.2.2 Structural Design is in preliminary stages, with limited details regarding structural design available at this time. Figures 2-3a and 2-3b below provide conceptual layouts of the two apartment developments. As may be seen by review of these figures, the structures will rise to 5 levels. A free standing, 6-level parking structure will be developed with each apartment complex. There are no plans indicating below grade construction. Figure 2-3a. Apartment ‘A’ Figure 2-3b. Apartment ‘B’ Based upon experiences with similar apartment developments, NOVA expects that the new apartment structures will be wood framed, perhaps to include a reinforced concrete podium. NOVA anticipates that maximum column loads would be on the order of 600 kips, to include about 450 kips dead load (DL). The single-story restaurant will likely be wood framed, with column loads not to exceed 75 kips DL. Exterior walls that carry roof and wall loads would likely be loaded to 1.5 kips per lineal foot or less. 2.2.3 Civil As may be seen by review of Figures 2-3a/2-3b, development will include minimal requirements for new roadways. Site improvements will necessarily include parking areas and permanent stormwater Best Management Practices (BMP’s) structures, though the locations for the BMP’s have not yet been finalized. 2.2.4 Potential for Earthwork Because of the relatively early stage of design, NOVA is not aware that any below ground construction is planned. However, in NOVA’s experience with similar apartment developments it is not uncommon that a single or partial level of below grade parking is included. NOVA expects that the finished ground floor level of structures will be within a few feet of existing site grades about ±238 feet mean sea level (msl). If a below grade (basement) level is developed, the lowest finished floor level would be founded at about ±225 feet msl. As is discussed in more detail in Section 6, the naturally occurring sandy soils that underlie this site favor excavation to this level or deeper with conventional excavating equipment. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 7 of 39 3.0 FIELDEXPLORATION AND LABORATORY TESTING 3.1 Overview The field exploration was completed over the period January 7 to January 14, 2017.The relatively extended duration of the field exploration was necessary because the site was only accessible on weekends. At completion, the field exploration program included the series of borings and soundings described below. 1. Cone Penetrometer Soundings. Four (4) cone penetration test (‘CPT’, after ASTM D 5778) were extended to depths of 45 feet to72 feet bgs. The CPT soundings are referenced herein as ‘CPT-1’ through ‘CPT-4’, respectively. 2. Engineering Borings. Six (6) engineering borings were extended to depths of 10 feet to 51.5 feet below ground surface (bgs). The engineering borings are referenced herein as ‘B-1’ through ‘B- 6’, respectively. 3. Percolation Test Borings. Five (5) percolation test borings were extended to depths of 3 feet to 10 feet bgs. The percolation test borings are referenced herein as ‘P-1’ through ‘P-5’, respectively. Figure 3-1 (following page) presents a plan view of the site indicating the location of the above-described borings and soundings. The following subsections describe the field exploration in more detail. Section 3.5 describes geotechnical and chemical laboratory testing that was completed on representative samples of the subsurface that were recovered from the subsurface borings. 3.2 CPT Soundings A series of four (4) static cone penetrometer test (CPT) soundings were completed after ASTM D 5778, utilizing a truck mounted equipment. As employed in this application (i.e., thick sandy deposits), the CPT provides a continuous indication of soil type, strength and compressibility. Table 3-1 abstracts the soundings. Table 3-1. Abstract of the CPT Soundings Boring Structure Approx. Elevation (feet, msl) Total Depth (feet) CPT-1 Apartment ‘A’ 239 60 CPT-2 Restaurant 238 45 CPT-3 Apartment ‘A’ 240 72 CPT-4 Apartment ‘B’ 235 60 Notes: 1. All soundings penetrate sandy young alluvial fan deposits. 2. No groundwater was encountered in the soundings. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 8 of 39 Figure 3-1. Locations of the Borings, Soundings and Percolation Tests Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 9 of 39 Seismic velocities were obtained at several depths in each of the CPTs. Shear waves were generated by the CPTs at various depths and shear wave velocities were measured. Soil shear modulus (‘G’), a low strain measurement of soil stiffness, may be determined directly from measured shear wave velocities. Table 3-2 provides the shear wave velocities determined at varying depths within each CPT sounding. Table 3-2. Summary of Shear Wave Velocity Measurements CPT Cone Tip Depth (feet) Geophone Depth (feet) Travel Distance (feet) Shear Wave Arrival (millisec) Shear Wave Velocity From Surface (feet/sec) Interval Shear Wave Velocity (feet/sec) 1 10.14 9.14 10.42 20.12 517.80 20.21 19.21 19.85 32.44 611.90 765.57 30.12 29.12 29.55 42.40 696.84 973.50 40.12 39.12 39.44 53.20 741.32 915.93 50.30 49.30 49.55 63.80 776.69 954.21 60.24 59.24 59.45 72.36 821.60 1156.28 2 10.07 9.07 10.36 16.48 628.45 16.01 15.01 15.82 24.28 651.60 700.51 3 10.10 9.10 10.38 18.08 574.29 20.08 19.08 19.72 31.24 631.38 709.81 25.03 24.03 24.54 38.52 637.19 662.14 30.12 29.12 29.55 45.92 643.43 675.87 35.37 34.37 34.73 52.12 666.38 836.39 40.22 39.22 39.54 57.80 684.04 846.06 45.14 44.14 44.42 63.36 701.11 878.57 50.13 49.13 49.38 68.96 716.12 885.98 55.12 54.12 54.35 74.40 730.52 913.00 60.43 59.43 59.64 80.40 741.79 881.58 65.12 64.12 64.31 86.72 741.64 739.67 70.11 69.11 69.29 92.72 747.31 829.33 71.19 70.19 70.37 93.70 750.99 1099.21 4 10.10 9.10 10.38 14.00 741.65 20.14 19.14 19.78 27.92 708.54 675.23 30.15 29.15 29.58 38.84 761.48 896.83 40.19 39.19 39.51 51.36 769.23 793.29 50.07 49.07 49.32 62.08 794.52 915.71 60.14 59.14 59.35 71.92 825.24 1018.99 Logs of the CPT soundings are provided in Appendix B. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 10 of 39 3.3 Engineering Borings 3.3.1 Drilling The engineering borings were advanced by a truck-mounted drilling rig utilizing hollow stem drilling equipment. The engineering borings were each extended to 22 feet bgs. Logs of the engineering borings are provided in Appendix B. Table 3-3abstracts the indications of the engineering borings. Table 3-3. Abstract of the Engineering Borings Boring Structure Approx. Elevation (feet, msl) Total Depth (feet) B-1 Apartment ‘A’ 237 21.5 B-2 Restaurant 237 51.5 B-3 Apartment ‘A’ 236 51.5 B-4 Apartment ‘B’ 234 26.5 B-5 Apartment ‘B’ 235 26.5 B-6 Existing Basin 231 10.0 Notes: 1. All borings penetrate sandy young alluvial fan deposits. 2. No groundwater was encountered in the borings. Boring locations were determined in the field by the NOVA geologist who measured distances and estimated right angles from existing site features. As these methods are not precise, the boring locations shown on Figure 3-1 should be considered approximate. 3.3.2 Sampling Both disturbed and relatively undisturbed samples were recovered from the borings, sampling soils as described below. 1. The Modified California sampler (‘ring sampler’, after ASTM D 3550) was driven using a 140- pound hammer falling for 30 inches with a total penetration of 18 inches, recording blow counts for each 6 inches of penetration. 2. The Standard Penetration Test sampler (‘SPT’, after ASTM D1586) was driven in the same manner as the ring sampler, recording blow counts in the same fashion. SPT blow counts for the final 12 inches of penetration comprise the SPT ‘N’ value, an index of soil consistency. 3. Bulk samples were recovered from the upper 5 feet of the subsurface, providing composite samples for testing of soil moisture and density relationships, corrosivity, and R-value. The NOVA geologist maintained a log of all sampling, as well as a depiction of the subsurface materials based on the indications of the samples and observation of the drilling itself. The recovered samples were transferred to NOVA’s geotechnical laboratory for visual inspection and laboratory testing. Records of the engineering borings are presented in Appendix B. 3.3.3 Closure Upon completion the borings were backfilled with soil cuttings to match the existing surfacing. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 11 of 39 3.4 Percolation Testing 3.4.1 General NOVA directed the drilling and construction of four (4) percolation test borings, following the recommendations for percolation testing presented in the Orange County Technical Guidance Document for Project Water Quality Management Plans (Santa Ana RWQCB 2013). The locations of these borings (referenced as P-1 through P-5, respectively), is shown on Figure 3-1. Table 3-4 abstracts the percolation test borings. Table 3-4. Abstract of the Percolation Test Borings Boring Structure Approx. Elevation (feet, msl) Total Depth (feet) P-1 Restaurant 237 5 P-2 Apartment ‘A’ 236 10 P-3 Apartment ‘B’ 235 10 P-4 Apartment ‘B’ 234 5 P-5 Existing Basin 231 3 Notes: 1. All borings penetrate sandy young alluvial fan deposits. 2. No groundwater was encountered in the borings. 3.4.2 Drilling Borings were drilled with a truck mounted 8-inch hollow stem auger to an approximate depth equal to the proposed depth of the bottoms of the detention/infiltration basins. Field measurements were taken to confirm that the borings were excavated to approximately 8-inches in diameter. The boreholes were logged by a NOVA geologist, who observed and recorded exposed soil cuttings and the boring conditions. The bottom of borings terminated in Unit 2 soils, comprised of silty sand (SM), silty sand-sandy silt (SM-ML), poorly-graded sand (SP), and well-graded sand (SP). 3.4.3 Conversion to Percolation Wells Once the test borings were drilled to the design depths, the borings were converted to percolation wells using ¾-inch gravel and 3-inch diameter Schedule 40 perforated PVC pipe. After placing an approximately 2-inch layer of gravel on the bottom, the perforated PVC pipe was lowered, extending from the surface to the 2-inch layer of gravel at the bottom of the excavations. The ¾-inch gravel was used to fill the annular space around the perforated pipe to at least 12-inches below existing finish grade to minimize the potential of soil caving. 3.4.4 Percolation Testing The percolation test holes were pre-soaked before testing, and immediately prior to testing. The pre-soak process consisted of filling the hole twice with water before testing. Consecutive measurements indicated that more than 6 inches of water percolated in 25 minutes therefore the tests were run for an additional hour. After filling the test borings with water and recording the initial water level, the subsequent water levels were recorded every 10 minutes for one hour (minimum of 6 readings), or until the water percolation stabilized. After each reading, the water level was raised to close Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 12 of 39 to the previous water level to maintain a near constant head before each reading. Water depth measurements were obtained from the top of the pipe. The findings of the percolation testing are discussed in Section 7. Records related to the percolation testing are provided in Appendix D. 3.5 Geotechnical Laboratory Testing 3.5.1 General Soil samples recovered from the engineering borings were transferred to NOVA’s geotechnical laboratory where a geotechnical engineer reviewed the soil samples and the field logs. Representative soil samples were selected and tested in NOVA’s materials laboratory to check visual classifications and to determine pertinent engineering properties. Records of the testing are provided in Appendix C. 3.5.2 Mechanical Characteristics The mechanical characteristics (strength and compressibility) of the soils were tested as described below. 1. Direct Shear. A single sample (Boring 1 at 2 feet depth) from the near surface Unit 1 sands was tested in direct shear after ASTM D3080. This testing indicated an angle of internal friction of 28° and apparent cohesion of 5 psf. 2. Resistance Value. A bulk sample of soils representative of Unit 1 was tested to measure the potential strength of this soil for use as the subgrade in new pavements. The R-Value testing was completed after ASTM D2844, indicating R = 58. 3. Moisture-Density. Associated with the R-Value testing, moisture-density after ASTM D1557 Method A (the ‘Modified Proctor’) was undertaken to project the behavior of the Unit 1 soil when used in earthwork. This testing is summarized on Table 3-5. Table 3-5. Summary of the Modified Proctor Moisture Density Testing Sample Description Maximum Dry Density (lb/ft3) Optimum Moisture Content B-2 at 3 feet depth Brown silty sand-sandy silt (SM-ML) 131.3 8.6 B-3 at 3 feet depth Brown poorly graded-sand (SP) 129.0 9.2 Note: testing after ASTM D1557 Method A 3.5.3 Index The visual classifications were further evaluated by performing moisture content and grain size tests. Table 3-6 (following page) provides a summary of this testing. 3.6 Corrosivity Testing Resistivity, sulfate content, and chloride contents were determined to estimate the potential corrosivity of the soils. These chemical tests were performed on a representative sample of the near surface soils by Clarkson Laboratory and Supply, Inc. The findings of this testing are discussed in Section 6. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 13 of 39 Table 3-6. Abstract of the Soil Index Testing Sample Ref As Sampled Gradation Classification after ASTM D2488 Boring Depth (feet) Natural Moisture (w, %) Dry Unit Weight (γ, pcf) Passing #200 Cu 1 1 9 121 1 9 2 113 5 4 SP 1 12 5 5 SP 1 15 5 5.7 SP-SM 1 20 5 4 SP 2 1 13 122 2 3 11 116 2 6 3 5 SP 2 9 29 -- SC 2 12 4 50 GP 2 15 5 >50 SW 2 15 7 4.5 SP-SM 3 3 28 94 3 3 8 102 3 6 2 101 3 5 SW 3 9 5 98 10 7 SW-SM 3 12 3 111 6 7.5 SW 3 15 21 -- SM 3 20 3 4 SW 3 25 5 4.5 SW 3 30 12 -- SW-SM 3 35 9 5.5 SW-SM 3 40 8 6.5 SW-SM 3 50 8 6 SW-SM 5 1 5 103 5 3 11 105 5 12 3 4 SP 5 15 4 4.5 SP 5 20 22 SM Notes: 1. ‘Passing #200’ percent by weight passing the U.S. # 200 sieve (0.074 mm), after ASTM D6913. 2. ‘Cu’ indicates Coefficient of Uniformity = D60 / D10, using soil gradation determined after ASTM D6913. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 14 of 39 4.0 SITE CONDITIONS 4.1 Geologic Setting 4.1.1 Regional The project area is located within in the southern part of the Los Angeles Basin in the Peninsular Ranges Geomorphic Province, west of the east-to-west-trending Chino Hills. The Peninsular Ranges Geomorphic Province is a series of mountain ranges separated by northwest- trending valleys, which characterizes the southwest portion of California. This geomorphic province encompasses an area that extends about 900 miles from the Transverse Ranges and the Los Angeles Basin south to the southern tip of Baja California. The province varies in width from approximately 30 to 100 miles. The surface topography is characterized geomorphically by eroded and dissected mesa terrain. 4.1.2 Site Specific The site is located within alluvial/floodplain deposits associated with the Santa Ana River. As consequence, the soils of concern for this development are relatively younger in geologic age, and may be wide-ranging in gradation (i.e., ranging from sandy to clayey). Figure 4-1 reproduces geologic mapping of the site area, from which it can be seen that the site is underlain by Quaternary-aged alluvial deposits. Figure 4-1. Geologic Mapping of the Site Vicinity (note: ‘Qyf’ indicates alluvial fan deposits of Quaternary age) Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 15 of 39 4.2 Faulting and Seismicity Like all of the metropolitan Los Angeles area, the site will be subject to relatively intensive ground shaking resulting from earthquakes sourced from any of several major faults in the area. The site is reasonably proximate to the Whittier and Chino faults, the upper branches of the Elsinore Fault Zone. These faults capable of generating large magnitude seismic events. The peak ground acceleration adjusted for site effects (PGAM)for the risk-targeted Maximum Considered Earthquake (MCER) is PGAM = 0.60 g. Figure 4-2 maps the occurrence of nearby major faulting segments in the vicinity of the site. Figure 4-2. Faulting in the Site Vicinity (source: To protect structures from the hazard of surface ground rupture along a fault line, the California Geological Survey (CGS), under the state mandated Alquist-Priolo Act of 1972, has delineated “Earthquake Fault Zones” along active or potentially active faults. A fault is considered active if there is evidence of movement along one or more of its segments in the last 11,000 years, which is either directly observable or inferred. A well-defined fault is one in which its trace can be clearly detected by a trained geologist as a physical feature at or just below the ground surface. A well-defined fault may be identified by either direct or indirect methods. If a site is in an Earthquake Fault Zone, a detailed fault investigation is required prior to construction. The project site is not in an Earthquake Fault Zone and there are no faults known to exist or mapped crossing the site. Review of the literature indicates there are no known active faults on or near the Pacific Center site. NOVA did not observe evidence of historic ground rupture during reconnaissance of the site. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 16 of 39 4.3 Site Conditions 4.3.1 Surface The three parcels that are addressed by this report site area comprise about 5.5-acres. The entire Pacific Center property- including parcels already developed- covers about 15.5 acres. The ground surface across all parcels is relatively level. The elevation of the separate parcels ranges from about +236 feet msl to +240 feet msl. As may be seen by review of Figure 2-1, most of the area of the subject properties is developed. • The parcel planned to include Apartment ‘A’ vacant, covered in equal parts by asphalt pavement for parking and landscaped areas. • The parcel planned to include Apartment ‘B’ includes a single-story commercial structure surrounded by asphalt surfacing. • The parcel planned to include the restaurant is asphalt surfaced to provide parking for nearby commercial structures. Figure 4-3depicts surface conditions at the Apartment ‘A’ parcel. Figure 4-3. Surface Conditions, Apartment ‘A’ Parcel, Looking South From La Palma Avenue Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 17 of 39 4.3.2 Subsurface Though the three parcels under consideration by this study are separated by distances (center-to-center) of typically 600 feet, the same subsurface conditions were encountered at each of the parcels, For the purposes of this report, the subsurface the parcels addressed by this may be generalized to occur as the sequence of soils described below. 1. Unit 1, Fill. A thin veneer of undocumented artificial fill (Qaf) covers the entire site. The fill ranges from 2 feet to 3 feet in thickness. The soil characteristically silty sands-sandy silt (SM- ML), of medium dense to dense consistency. 2. Unit 2, Alluvial Sands. Beneath the Unit 1 fill, the entire site is underlain by alluvial sands of characteristically dense consistency. SPT blow counts (‘N’) are typically in the range 15 < N < 50 blows/foot. Shear wave velocities average over 800 ft/sec below a depth of about 20 feet, suggestive of a dense to very dense soil. As is shown on Figure 4-4, below the upper few feet of this unit the average CPT tip resistance (qc) well exceeds 100 tons per square foot (tsf), These dense Holocene-aged sands extend to depths greater than 75 feet across the site. Figure 4-4. Average CPT Tip Resistance (qc) vs. Depth 4.3.3 Groundwater Ground water was not encountered in the borings by NOVA. It is expected that groundwater does not occur within 60 feet of the existing ground surface. Though groundwater was not encountered by this exploration, groundwater levels may rise in the future. The area of the site is actively managed by the Orange County Water District (OCWD) as a part of its programs to preserve and restore groundwater resources within Orange County. Figure 4-5 (following page) depicts the location of surface water recharge facilities (referenced as ‘basins’ and ‘lakes’) that are located near the site. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 18 of 39 Figure 4-5. OCWD Surface Water Recharge Facilities near the Site (source: OCWD 2015) The future effects of OCWD’s efforts toward maintenance and restoration of ground water levels has been considered herein, as described below. • If groundwater levels rise to within about 50 feet or higher near the ground surface, this rise could affect liquefaction potential in a seismic event. This potential is discussed in Section 5.3.2. • Rising and declining groundwater levels affect ground surface elevations. This consideration is discussed in Section 5.4.3. 4.3.4 Surface Water No surface water was evident on the site at the time of NOVA’s work. There is no visual evidence of recent occurrences with surface water (e.g., seeps, springs, eroded gullies, rilling erosion, etc.). Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 19 of 39 5.0 REVIEW OF GEOLOGIC AND SOIL HAZARDS 5.1 Overview This section provides review of soil and geologic hazards common to this region of California, considering each for its potential to affect the site. The primary geologic and seismic hazard during the life of the planned development is the likelihood of moderate-to-severe ground motions in response to either a local moderate or more distant large- magnitude earthquake. While there is no risk of liquefaction or related seismic phenomena based on our evaluation of the current data, strong ground motions could affect the site. 5.2 Geologic Hazards 5.2.1 Strong Ground Motion The site is not located within a currently designated Alquist-Priolo Earthquake Zone (Hart and Bryant, 2007). No known active faults are mapped on the site. The site is reasonably proximate to the Whittier and Chino faults, the upper branches of the Elsinore Fault Zone. These faults capable of generating large magnitude seismic events. The peak ground acceleration adjusted for site effects (PGAM) for the risk-targeted Maximum Considered Earthquake (MCER) is PGAM = 0.60 g. 5.2.2 Fault Rupture As is discussed in Section 4, there are no known active faults on or near the site. The potential for surface rupture at the site is thus considered low. Shallow ground rupture due to shaking from distant seismic events is not considered a significant hazard, although it is a possibility at any site. 5.2.3 Landslides As used herein, ‘landslide’ describes downslope displacement of a mass of rock, soil, and/or debris by sliding, flowing, or falling. Such mass earth movements are greater than about 10 feet thick and larger than 300 feet across. Landslides typically include cohesive block glides and disrupted slumps that are formed by translation or rotation of the slope materials along one or more slip surfaces. The causes of classic landslides start with a preexisting condition-characteristically, a plane of weak soil or rock- inherent within the rock or soil mass. Thereafter, movement may be precipitated by earthquakes, wet weather, and changes to the structure or loading conditions on a slope (e.g., by erosion, cutting, filling, release of water from broken pipes, etc.). The site is set in a relatively flat area, such that NOVA considers the landslide hazard to be ‘negligible’ for the site and the surrounding area in their current condition. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 20 of 39 5.3 Soil Hazards 5.3.1 Embankment Stability As used herein, ‘embankment stability’ is intended to mean the safety of localized natural or man-made embankments against failure. Unlike landslides described above, embankment stability can include smaller scale slope failures such as erosion-related washouts and more subtle, less evident processes such as slope ‘creep.’ No new slopes are planned as part of the proposed development and none existing. There is no risk of embankment instability. 5.3.2 Liquefaction “Liquefaction” refers to the loss of soil strength during a seismic event. The phenomenon is observed in areas that include a shallow water table and coarse grained (i.e., ‘sandy’) soils of loose to medium dense consistency. The ground motions increase soil water pressures, decreasing grain-to-grain contact among the soil particles, causing the soil mass to lose strength. Liquefaction resistance increases with increasing soil density, plasticity (associated with clay-sized particles), geologic age, cementation, and stress history. Because of the low ground water levels (greater than 60 feet bgs) and dense to very dense nature of the soils, the soils at this site will not experience liquefaction during a strong seismic event (M > 7, PGA = 0.6). However, as is discussed in Section 4.3.3, the OCWD manages a program to preserve and restore groundwater resources within Orange County. As is depicted on Figure 4-5 surface water recharge facilities that are located very near the site (less than 800 feet distant). NOVA has considered that groundwater levels may rise above current levels during the lives of the planned structures. Two cases of groundwater rise have been considered, evaluating each in the event of a seismic event of M = 7.2, PGA = 0.6. • Case 1: groundwater rising to 50 feet below ground surface (i.e., to about El +188 feet msl). • Case 2: groundwater rising to 35 feet below ground surface (i.e., to about El +203 feet msl). Analysis of these cases using the CPT data presented in Figure 4-4 shows that the seismic event will effect about 0.5 inches of settlement, with most of this movement occurring within the near surface sands. Figure 5-1 (following page) provides output from the Case 2 analysis. 5.3.3 Seismically Induced Settlement During a strong seismic event, seismically induced settlement can occur within unsaturated granular soils, separate from liquefaction. Such settlement is often non-uniformly distributed, which can result in differential settlement. NOVA has evaluated the case of a strong seismic event (M > 7, PGA = 0.6). The site-wide seismically induced settlement from such an event will be to on the order of ½ inch. The related differential settlement will be about ¼ inch over a span of 40 feet. 5.3.4 Lateral Spreading Lateral spreading is a phenomenon in which large blocks of intact, non-liquefied soil move downslope on a liquefied soil layer. Lateral spreading is often a regional event. For lateral spreading to occur, a liquefiable soil zone must be laterally continuous, unconstrained laterally, and free to move along sloping Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 21 of 39 ground. Due to the negligible potential for liquefaction and the laterally confined topography of the site, the potential for lateral spreading is non-existent. Figure 5-1. Liquefaction Analysis, Groundwater at 35 Feet, M = 7.2, a = 0.6g 5.3.5 Expansive Clays These soils are characterized by their ability to undergo significant volume changes (shrinking or swelling) due to variations in moisture content. These volume changes can be damaging to structures. Nationally, the value of property damage caused by expansive soils is exceeded only by that caused by termites. In consideration of the largely sandy near surface soils, expansive soils will not be an issue for this project. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 22 of 39 5.3.6 Collapsible Soils Collapsible soils occur with some frequency in arid climates such as this area of California. Collapsible soils would have been removed during the original site grading. Collapsible soils do not constitute a hazard to site development. 5.3.7 Corrosive Soils Chemical testing of the near surface soils indicates the soils contain low concentrations of soluble sulfates (110ppm), and chlorides (32ppm). Saturated soil resistivity is 4,900 Ohm-cm, with a pH of 8.5. The tested soils should not be corrosive to construction materials, either buried metals or embedded concrete. Section 6 addresses this consideration in more detail. 5.4 Other Hazards 5.4.1 Flood The site is not located within a FEMA-designated flood zone, designated as Flood “Zone X” (FEMA, Map 06059C0152J, effective on12/03/2009). Zone X describes “Areas of 0.2% annual chance flood; areas of 1% annual chance flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 1% annual chance flood.” Figure 5-2 reproduces the portion of Map Number 06059C0152J that includes the site. Figure 5-2. Portion of FIRM Number 06059C0152J that Includes the Site (source: FEMA 2016, found at https://msc.fema.gov/portal/) Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 23 of 39 5.4.2 Inundation Prado Dam, a flood control and water conservation structure is located at the upper end of Lower Santa Ana River Canyon, a natural constriction controlling 2,233 square miles of the 2,450-square mile Santa Ana River watershed. The earth embankment dam, constructed by the Corps of Engineers in 1941, is 11.5 miles west of Pacific Center. At full pool, the dam impounds about 360,000 acre-feet of water. The site is mapped as being located within the area that would be inundated in the event of a failure of Prado Dam (N&M 2001). The depth to which inundation would occur is not cited in N&M 2001, but is likely on the order of three feet or less. 5.4.3 Subsidence and Recharge Ground subsidence related to human activities is common in southern California. Within Orange County, subsidence has occurred primarily as a result of withdrawal of groundwater. This pumping has historically affected the Orange County area by lowering ground surface levels. As is discussed in Section 4.3.3 and Section 5.3.2, the area of the site is actively managed by the Orange County Water District (OCWD) as a part of its programs to preserve and restore groundwater resources within Orange County. Managed as such, the future occurrence of ground subsidence resulting from human activities is judged to be remote. However, some rebound (rising) of the ground surface likely will occur during the lives of the structures planned for the separate parcels. The groundwater recharge basins near the site will likely effect longer-term rises in the groundwater level in the site area. Figure 5-3 depicts this circumstance graphically, from which it can be seen that the recharge structures near the site effect elevated groundwater levels. Figure 5-3. Schematic Cross Section of the Orange County Groundwater Basin Showing the Effects of Ground Water Recharge Areas Near the Site (source: OCWD 2015) As groundwater levels rise, the ground surface will ‘rebound’, rising perhaps several inches over the lives of the planned structures. However, NOVA expects that any such rise in the ground surface would be general and would not be associated with potentially damaging differential movement. 5.4.4 Tsunami Tsunami (‘tidal wave’) describes a series of fast moving, long period ocean waves caused by earthquakes or volcanic eruptions. The altitude and distance of the site from the ocean preclude this threat. 5.4.5 Seiche Seiches are standing waves that develop in an enclosed or partially enclosed body of water such as larger lakes or reservoirs. The site is not located near a body of water that could generate a seiche. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 24 of 39 6.0 EARTHWORK AND FOUNDATIONS 6.1 Overview 6.1.1 Shallow Foundations Based upon the indications of the field and laboratory data developed for this investigation, as well as review of previously developed subsurface information, the sites addressed by this report are suitable for economic development of the planned apartments and restaurant on shallow foundations provided the geotechnical recommendations described herein are followed. Section 6.5 addresses design criteria for shallow foundations. 6.1.2 Storm Water BMPs Section 7 provides additional discussion of relevance to foundation design. As is discussed therein, subsurface conditions favor development of efficient stormwater infiltration BMPs. Such structures must be located such that ground saturated by infiltrating storm water does not threaten foundations or utilities. 6.1.3 Review of Final Design NOVA should review the grading plan, foundation plan and geotechnical-related specifications as they become available to confirm that the recommendations presented in this report have been incorporated into the plans prepared for the project. All earthwork related to site and foundation preparation should be completed under the observation of NOVA. NOVA cannot assume responsibility or liability for the recommendations of this report if NOVA does not perform construction observation. The subsections following provide geotechnical recommendations for the planned development as it is now understood. It is intended that these recommendations provide sufficient geotechnical information to develop the project in general accordance with 2013 California Building Code (CBC) requirements. 6.2 Seismic Design Parameters 6.2.1 Site Class The Site Class has been determined from ASCE 7, Table 20.3-1. Based on estimated average N-values in the upper 100 feet of the soil/rock profile, the site corresponds to a Site Class D. 6.2.2 Seismic Design Parameters Table 6-1(following page) provides seismic design parameters for the site in accordance with 2013 CBC and mapped spectral acceleration parameters. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 25 of 39 Table 6-1. Seismic Design Parameters, ASCE 7-10 Parameter Value Site Soil Class D Site Latitude (decimal degrees) 33.8537 Site Longitude (decimal degrees) -117.83811 Site Coefficient, Fa 1.000 Site Coefficient, Fv 1.500 Mapped Short Period Spectral Acceleration, SS 1.571 g Mapped One-Second Period Spectral Acceleration, S1 0.600 g Short Period Spectral Acceleration Adjusted For Site Class, SMS 1.571 g One-Second Period Spectral Acceleration Adjusted For Site Class, SM1 0.900 g Design Short Period Spectral Acceleration, SDS 1.047 g Design One-Second Period Spectral Acceleration, SD1 0.600 g Source: U.S. Seismic Design Maps, found at http://earthquake.usgs.gov/designmaps/us/application.php 6.3 Corrosivity and Sulfates 6.3.1 Corrosivity Electrical resistivity, chloride content, and pH level are all indicators of the soil’s tendency to corrode ferrous metals. Chemical tests were performed on representative samples by Clarkson Laboratory and Supply, Inc. of Chula Vista. The results of the testing are tabulated on Table 6-2. Table 6-2. Summary of Corrosivity Testing of the Near Surface Soil Caltrans considers a site to be corrosive if one or more of the following conditions exist for representative soil and/or water samples taken at the site: • chloride concentration is 500 parts per million (ppm) or greater; • sulfate concentration is 2,000 ppm (0.2%) or greater; or, • the pH is 5.5 or less. Based on the Caltrans criteria, the on-site soils would not be considered ‘corrosive’ to buried metals. Records of this testing are provided in Appendix C. These records include estimates of the life expectancy of buried metal culverts of varying gauge. Parameter Units Value pH standard unit 8.5 Resistivity Ohm-cm 4,900 Water Soluble Chloride ppm 32 Water Soluble Sulfate ppm 110 Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 26 of 39 6.3.2 Sulfates and Concrete As shown on Table 6-2, the soil sample tested indicated water-soluble sulfate (SO4) content of 110 parts per million (‘ppm,’ 0.011% by weight). With SO4<0.10 percent by weight, the American Concrete Institute (ACI) 318-08 considers a soil to have no potential (S0) for sulfate attack. Table 6-3 reproduces the Exposure Categories considered by ACI. Table 6-3. Exposure Categories and Requirements for Water-Soluble Sulfates Exposure Category Class Water-Soluble Sulfate (SO4) In Soil (percent by weight) Cement Type (ASTM C150) Max Water- Cement Ratio Min. f’c (psi) Not S0 SO4< 0.10 - - - Moderate S1 0.10 ≤ SO4< 0.20 II 0.50 4,000 Severe S2 0.20 ≤ SO4 ≤ 2.00 V 0.45 4,500 Very severe S3 SO4> 2.0 V + pozzolan 0.45 4,500 Adapted from: ACI 318-08, Building Code Requirements for Structural Concrete 6.3.3 Limitations Testing to determine several chemical parameters that indicate a potential for soils to be corrosive to construction materials are traditionally completed by the Geotechnical Engineer, comparing testing results with a variety of indices regarding corrosion potential. Like most geotechnical consultants, NOVA does not practice in the field of corrosion protection, since this is not specifically a geotechnical issue. Should more information be required, a specialty corrosion consultant should be retained to address these issues. 6.4 Earthwork 6.4.1 General As is discussed in Section 2, NOVA expects that earthwork for the new structures will consist of minor fine grading, and excavations for foundations and utilities. Based upon the indications of the field exploration, the Unit 1 and Unit 2 soils can be readily excavated with conventional excavation equipment. Earthwork should be performed in accordance with Section 300 of the most recent approved edition of the “Standard Specifications for Public Works Construction” and “Regional Supplement Amendments.” All fill and backfill should be compacted to a minimum of 90 percent relative compaction after ASTM D1557 (the ‘modified Proctor’) following moisture conditioning to 2% above the optimum moisture content. Fill placed in loose lifts no thicker than the ability of the compaction equipment to thoroughly densify the lift. For most construction equipment, this limit loose lifts to on the order of 8-inches or less. 6.4.2 Select Fill Both the sandy Unit 1 and Unit 2 soil will be suitable for use as fill. Should a sufficient amount of this material not be available, a ‘select’ soil should be imported. ‘Select’ soil should be a mineral soil free of organics, classified as SM, GM or GW after ASTM D2488, with the characteristics listed below: • at least 60 percent by weight finer than ¼-inch; • maximum particle size of 6 inches; and, • EI(after ASTM D4829) of less than 20. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 27 of 39 All select fill should be compacted to 90% relative compaction after ASTM D1557. 6.4.3 Site Preparation Pavements, utilities and vegetation should be removed from areas planned for new structures before the start of grading operations. Abandoned utilities and improvements, vegetation, and debris and rubble should be removed and properly disposed off-site. Abandoned underground utilities should either be excavated and the trenches backfilled or the lines completely filled with sand-cement slurry. 6.4.4 Surface Densification Following clearing and grubbing, the near surface soils should be improved using the following general approach. 1. Step 1, Excavation. Remove the upper three feet of the existing soils (Unit 1/Unit 2) below the design finished pad grade or one foot below the deepest footing excavation, whichever is greater. The removed soils may be stockpiled for later re-use. The bottom of all removals should be approved by a representative of NOVA. 2. Step 2, Moisture Conditioning. The exposed soils (bottom of removal) should be moisture conditioned to 2% above optimum moisture content (with reference to ASTM D1557) to a depth of 12 inches. 3. Step 3, Densification. The exposed soils at the bottom of removals should be densified by compaction using a vibratory drum roller weighing a minimum of 16 tons, completing at least five passes in the forward direction over the areas to support foundations and slabs. Quality control testing should be undertaken to confirm that the upper 12 inches of exposed soil is densified to at least 90% relative compaction after ASTM D 1557. 4. Step 4, Proof-Rolling. The entire area of expose soil should be proof rolled by a heavy wheeled vehicle (for example, a loaded dump truck). Areas that appear soft during the proof rolling process should be re-densified/improved. 5. Step 5, Replacement. The stockpiled soils should be replaced as engineered fill, densified to at least 90% relative compaction after ASTM D1557 at a moisture content 2% above optimum. 6.5 Shallow Foundations for the Apartments, Restaurant and Parking Garages 6.5.1 General The apartments, restaurant and parking garages may be supported on shallow foundations. The following subsections provide recommendations for these foundations. Shallow foundations designed as described in this section will settle on the order of 1 to 1.5 inches, with 80% or more of this settlement occurring during construction. Post construction settlement should be on the order of 0.5 inches, with post construction differential settlement on the order of 0.3 inches in 40 feet. Note also, as is discussed in Section 5.3, as major seismic event will effect an additional 0.5 inches settlement, with differential settlement on the order of 0.2 inches in 40 feet. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 28 of 39 6.5.2 Conventionally Reinforced Concrete Slab A conventionally reinforced on-grade concrete slab, founded on soils improved as described above, may be designed using a modulus of subgrade reaction of 130 pounds per cubic inch (130 pci). NOVA recommends the on-grade slab be a minimum of 5 inches thick. The project structural engineer should recommend the reinforcement for the concrete slabs. Minor cracking of concrete after curing due to drying and shrinkage is normal. Cracking is aggravated by a variety of factors, including high water/cement ratio, high concrete temperature at the time of placement, small nominal aggregate size, and rapid moisture loss due during curing. The use of low- slump concrete or low water/cement ratios can reduce the potential for shrinkage cracking. To reduce the potential for excessive cracking, concrete slabs-on-grade should be provided with construction or ‘weakened plane’ joints at frequent intervals. Joints should be laid out to form approximately square panels. 6.5.3 Isolated and Continuous Foundations Shallow foundations-isolated or continuous footings-may be employed as described below. Isolated Foundations Isolated foundations may be designed for an allowable contact stress of 3,500 psf. This value may be increased by one-third for transient loads such as wind and seismic. These foundation units should have a minimum width of 30 inches regardless of contact stress, embedded a minimum of 30 inches below surrounding grade. Continuous Foundations Continuous foundations may be designed for an allowable contact stress of 2,800 psf, for footings a minimum of 18 inches in width and embedded 24 inches below surrounding grade. This bearing value may be increased by one-third for transient loads such as wind and seismic. Resistance to Lateral Loads Lateral loads to shallow foundations may be resisted by passive earth pressure against the face of the footing, calculated as a fluid density of 300 psf per foot of depth, neglecting the upper 1 foot of soil below surrounding grade in this calculation. Alternatively, a coefficient of friction of 0.35 between soil and the concrete base of the footing may be used with dead loads. Because of the strain incompatibility, passive resistance and concrete-soil friction will not act in concert. 6.5.4 Moisture Barrier Need The recommendations in this subsection address moisture protection of concrete floor slabs. Not all floor slabs may need such protection. However, such protection may be necessary for floor slabs that carry moisture sensitive items, such as coverings or equipment. Capillary Break The requirements for a capillary break (‘sand layer’) should be determined in accordance with ACI Publication 302 “Guide for Concrete Floor and Slab Construction.” Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 29 of 39 A “capillary break” may consist of a 4-inch thick layer of compacted, well-graded gravel or crushed stone should be placed below the floor slab. This porous fill should be clean coarse sand or sound, durable gravel with not more than 5 percent coarser than the 1-inch sieve or more than 10 percent finer than the No. 4 sieve, such as AASHTO Coarse Aggregate No. 57. Vapor Membrane Membranes set below floor slabs in should be rugged enough to withstand construction. If a vapor barrier is desired, a minimum 15-mil polyethylene membrane should be placed over the porous fill to preclude floor dampness. NOVA recommends that a minimum 15-mil low permeance vapor membrane be used. For example, Carlisle-CCW produces the Blackline 400® underslab, vapor and air barrier, a 15-mil low density polyethylene (LDPE) rated at 0.012 perms after ASTM E96. Limitations of This Recommendation Recommendation for moisture barriers contained in this subsection are traditionally included with geotechnical foundation recommendations, though these requirements are primarily the responsibility of the Structural Engineer or Architect. If there is particular concern regarding moisture sensitive materials or equipment to be placed above the slab-on-grade, a qualified person (for example, such as the flooring subcontractor and/or Structural Engineer) should be consulted to evaluate the general and specific moisture vapor transmission paths and any impact on the proposed construction. NOVA does not practice in the field of moisture vapor transmission, since this is not specifically a geotechnical issue. 6.5.5 Apartments Connection with the Parking Garages The parking garages that are associated with Apartment ‘A’ and Apartment ‘B’ should be structurally separated. Approximately 80% of the 1 to 1.5 inches settlement anticipated for the apartments will occur during construction, allowing for the bulk of this movement to be ‘built out’ by construction. Post-construction settlement of the apartments will be less than 0.5 inch. Conversely, about half of the 1 to 1.5 inches settlement anticipated for the parking garage will occur during construction. The remainder will occur as the parking structure is utilized. Design for connections between the apartment structures and the parking garage should be flexible enough to accommodate a differential movement of about 1-inch between the structures. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 30 of 39 6.6 Control of Moisture Around Foundations 6.6.1 General Design for shallow foundations for any structure should include care to control accumulations of moisture around and below foundations. 6.6.2 Erosion and Moisture Control During Construction Surface water should be controlled during construction, via berms, gravel/sandbags, silt fences, straw wattles, siltation basins, positive surface grades, or other method to avoid damage to the finish work or adjoining properties. The Contractor should take measures to prevent erosion of graded areas until such time as permanent drainage and erosion control measures have been installed. After grading, all excavated surfaces should exhibit positive drainage and eliminate areas where water might pond. 6.6.3 Design Drainage Rainfall to roofs should be collected in gutters and discharged in a controlled manner through downspouts designed to drain away from foundations. Downspouts, roof drains or scuppers should discharge into splash blocks to slabs or paving sloped away from buildings. Surface Grades Proper surface and subsurface drainage will be required to minimize the potential of water seeping into the level of the bearing soils under the foundations, footings and floor slabs. In areas where sidewalks or paving do not immediately adjoin the structure, NOVA recommends that protective slopes be provided with a minimum grade away from structures of approximately 2 percent for at least 10 feet from the perimeter. A minimum gradient of 1 percent is recommended in hardscape areas. Earth swales should have a minimum gradient of 2 percent, directing drainage away from structures to approved drainage facilities. 6.6.4 Utilities Design for Differential Movement Underground piping within or near structures should be designed with flexible couplings to accommodate both ground and slab movement, so that minor deviations in alignment do not result in breakage or distress. Utility knockouts should be oversized to accommodate the potential for differential movement between foundations and the surrounding soil. Backfill Above Utilities. Excavations for utility lines, which extend under or near structural areas should be properly backfilled and compacted to at least 90 percent relative compaction after ASTM D1557. Utilities should be bedded and backfilled with an approved granular soil to a depth of at least one foot over the pipe. The Unit 1 and Unit 2 soils of this site will be suitable for such use. This backfill should be uniformly watered and compacted to a firm condition for pipe support. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 31 of 39 6.7 Flatwork Concrete flatwork may be founded within Unit 1 or Unit 2 soil densified to 90% relative compaction after ASTM D1557 to a depth of at least 12 inches below the base of the flatwork. As is noted with regard to concrete floor slabs, cracking of concrete is normal. The use of low slump concrete can reduce the potential for shrinkage cracking. Additionally, construction joints can be used to improve the aesthetics of cracking. Contraction/control joints may be placed in concrete slabs to control random cracking. Contraction control joints may be effectively used to control random cracking in concrete slabs. Such features placed in the concrete surface at predetermined locations create weakened planes where the concrete can crack in a straight line, allowing cracking to take place below the finished concrete surface. 6.8 Retaining Walls 6.8.1 General NOVA is not aware of any current planning for retaining walls for above or permanent below grade construction. However, it is understood that such planning may change and that site retaining walls and/or below grade level walls may be part of the development. Accordingly, this section provides recommendations for design pressures for permanent walls. 6.8.2 Foundations Foundations supporting retaining walls should be embedded at least 24 inches below lowest adjacent grade and have a minimum width of 24 inches. All footing should be supported on compacted soil per the recommendations presented in Section 6.4.4. 6.8.3 Lateral Pressures Lateral earth pressures for wall design are provided on Table 6-4 as equivalent fluid weights, in psf/foot of wall height or pounds per cubic foot (pcf). These values do not contain a factor of safety, such that design should apply the applicable factors of safety and/or load factors during design. Table 6-4. Lateral Earth Pressures Loading Condition Equivalent Fluid Density (pcf) for Level Backfill 2:1 Backfill Sloping Upwards Active (wall movement allowed) 35 60 “At Rest” (no wall movement) 65 100 ‘Passive” (wall movement toward the soils) 260 220 Note A: ‘approved’ means select soil with EI < 50 after ASTM D4829. Note B: assumes wall includes appropriate drainage. 6.8.4 Seismic Seismic earth pressures to fixed below grade walls should be applied with a rectangular stress distribution and calculated as Pseismic = 15H, where H is the free height of the wall. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 32 of 39 6.8.5 Drainage The above recommendations assume a wall drainage panel or a properly compacted granular free- draining backfill material similar in gradation to the mass of the Unit 1/Unit 2 sands. The use of drainage openings through the base of the wall (weep holes) is not recommended where the seepage could be a nuisance or otherwise adversely affect the property adjacent to the base of the wall. 6.8.6 Resistance to Lateral Loads Lateral loads to the wall may be resisted by a combination of frictional and passive resistance as described below. • Frictional Resistance. A coefficient of friction of 0.35 between the soil and base of the wall footing. • Passive Resistance. Passive soil pressure against the face of footings or shear keys will accumulate at an equivalent fluid weight of 300 pounds per cubic foot (pcf). The upper 12 inches of material in areas not protected by floor slabs or pavement should not be included in calculations of passive resistance. 6.9 Temporary Slopes Temporary slopes should be made in conformance with OSHA requirements. With reference thereto, the Unit 1 and Unit 2 soils should be considered a Type C soil. In general, special shoring will not be necessary if temporary excavations will be less than about 4 feet in height. Temporary excavations greater than 4 feet in height, however, should be sloped back at appropriate inclination. These excavation should not be allowed to become saturated or to dry out. The safety of all excavations is the responsibility of the Contractor, and should be evaluated during construction as excavations progress. This includes the responsibility that the Contractor provide the ‘competent person’ required by the OSHA standards to evaluate soil conditions. All temporary excavations should comply with local safety ordinances, as well all Occupational Safety and Health Administration (OSHA) requirements, as applied to California. These requirements may be found at http://www.dir.ca.gov/title8/sb4a6.html. Surcharge loads to temporary slopes should not be permitted within a distance equal to the height of the excavation measured from the top of the excavation. The top of the excavation should be a minimum of 10 feet to the edge of existing improvements. Excavations (i) steeper than those recommended; or, (ii) closer than 10 feet from an existing service improvement, should be shored in accordance with applicable OSHA regulations and codes. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 33 of 39 7.0 STORMWATER INFILTRATION 7.1 Overview Section 3 provides a description of the field work undertaken to complete percolation testing in general accordance with the Orange County Technical Guidance Document for Project Water Quality Management Plans (Santa Ana RWQCB 2013). Figure 3-1 depicts the location of the testing. This section provides the results of that testing and related recommendations for management of stormwater in conformance with the Technical Guidance Document. The feasibility of stormwater infiltration is principally dependent on geotechnical and hydrogeologic conditions at the project site. The remainder of this section provides NOVA’s assessment of the feasibility of stormwater infiltration BMPs utilizing the information developed by the field exploration described in Section 3, as well as other elements of the site assessment. As be seen by review of the remainder of this section, it is the opinion of NOVA that the results of the percolation testing and related site evaluation factors show that the site is well suited for development of stormwater infiltration BMPs. 7.2 Site Evaluation Based upon the indications of the field exploration and laboratory testing reported herein, NOVA has evaluated the site as abstracted below. • There are no areas of contaminated soil or contaminated groundwater known to be within the site or within 1,000 feet of the site (GeoTracker 2017). • There are no ‘brownfield’ sites within 1,000 feet of the site. • There are descending slopes steeper than 25% within the site limits. • There are no known water supply wells, permitted UST’s (GeoTracker 2017) or permitted graywater systems within 1,000 feet of the site. • Soil types have been mapped. The site is largely underlain by relatively clean, higher permeability sandy soils, as described below. o Unit 1, Fill. A thin (2 feet to 3 feet thickness) of undocumented sandy artificial fill covers the site. The fill is of medium dense to dense consistency. o Unit 2, Alluvial Sands. The fill is underlain by dense alluvial sands of Holocene age. The sands include trace amounts of silt sized particles. 7.3 Percolation Test Results The percolation rate of a soil profile is not the same as its infiltration rate (‘I’). Therefore, the field- measured percolation rate was converted to an estimated infiltration rate utilizing the Porchet Method. Table 7-1 provides a summary of the percolation testing and related infiltration rates. Records related to the percolation testing are provided in Appendix D. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 34 of 39 Table 7-1. Percolation Test Results Test Boring Structure Depth of Test (feet below existing grade) Soil Tested Infiltration Rate (inches/hour) Infiltration Rate (in/hour, F=2) 1 P-1 Restaurant 5.0 Unit 2 Sand 8.76 4.38 P-2 Apartment ‘A’ 10.0 Unit 2 Sand 14.02 7.01 P-3 Apartment ‘B’ 10.0 Unit 2 Sand 20.16 10.08 P-4 Apartment ‘B’ 5.0 Unit 2 Sand 2.00 1.00 P-5 Existing Basin 5.0 Unit 2 Sand 10.63 5.32 1. ‘F=2’ indicates ‘Factor of Safety of 2’ NOVA notes that the percolation test results reported in Table 7-1 are representative only of the tested location. Subsurface conditions they be expected to vary across the site, the variance that could affect the calculated infiltration rates shown on Table 7-1. Moreover, though the recommended infiltration rates include a factor of safety, infiltration rate should be anticipated to decline over time due to the accumulation of particulates in the soil affected by infiltration. 7.4 Modifying Geotechnical Criteria 7.4.1 Overview This subsection provides review of modifying geotechnical criteria that have been considered by NOVA in its assessment of the feasibility of developing stormwater infiltration BMPs at the subject parcels. These factors are listed below • Soil and Groundwater Conditions • Settlement and Volume Change • Slope Stability • Utility Considerations • Groundwater Mounding • Retaining Walls and Foundations The above geotechnical feasibility criteria are reviewed in the following subsections. 7.4.2 Soil and Groundwater Conditions The engineering borings and percolation tests borings completed for this assessment disclose that moderately permeable, naturally occurring sands underlie the entire site. Extensive gradation testing of the sands shows that this mass of soil characteristically includes less than 10% fines (i.e., silt and clay sized particles). As such, the soils may be expected to be of moderate to high permeability. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 35 of 39 Groundwater was not encountered in borings and soundings that were extended beyond 60 feet below ground surface (bgs). As such, seasonally high groundwater levels will not affect stormwater infiltration. 7.4.3 Settlement and Volume Change The soils at the tested infiltration locations are of sufficient density that saturation will not affect settlement or soil collapse. 7.4.4 Slope Stability The site does not include areas with descending slopes. Stormwater infiltration will not affect the stability of slopes and embankments. 7.4.5 Utilities Stormwater infiltration BMPs should not be sited within 10 feet of underground utilities. By virtue of the preliminary nature of current planning, NOVA is not aware of any utility trenches within 10 feet of the locations of perspective BMPs. Accordingly, NOVA sees no constraint to the feasibility of stormwater BMPs by this consideration. 7.4.6 Groundwater Mounding Stormwater infiltration can result in damaging ground water mounding during wet periods. Mounded water would not be considered damaging to utilities, development infrastructure (pavements, flat work, etc.) and building foundations and retaining walls, due to the design and location of the proposed basins. As is discussed in Section 7.3.2, the infiltration testing reported herein indicates that vertical infiltration rates are moderate to high. Groundwater level is expected to be much deeper than 30 feet. As such, the implementation of stormwater infiltration BMPs should not result in groundwater mounding near individual BMPs. 7.4.7 Retaining Walls and Foundations The BMP Manual recommends that stormwater infiltration BMPs be sited a minimum 10 feet from the retaining walls and foundations. Infiltration in close proximity to retaining walls and foundations can be affected by increased water infiltration and result of potential increases in lateral pressures and reductions in soil strength. Sited as such, BMPs will not be a hazard to structures. 7.5 Suitability of the Site for Stormwater Infiltration In consideration of the site evaluation- particularly the moderately high measured infiltration rates and the relatively homogenous sandy soils encountered across the site- it is the opinion of NOVA that with planning to avoid the potential geotechnical impacts described in Section 7.4, the site is suitable for application of stormwater infiltration BMPs. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 36 of 39 8.0 PAVEMENTS 8.1 Overview 8.1.1 General For the purposes of this section, NOVA has assumed that traffic will be principally related to automobiles, with some truck traffic. The structural design of pavement sections depends primarily on anticipated traffic conditions, subgrade soils, and construction materials. For the purposes of the preliminary evaluation provided in this section, NOVA has assumed a Traffic Index (TI) of 5.0 for the passenger car parking, and 6.0 for the driveways. These traffic indices should be confirmed prior to final design. 8.1.2 Design for Drainage An important consideration with the design and construction of pavements is surface and subsurface drainage. Where standing water develops, either on the pavement surface or within the base course, softening of the subgrade and other problems related to the deterioration of the pavement can be expected. Furthermore, good drainage should minimize the risk of the subgrade materials becoming saturated over a long period of time. The following recommendations should be considered to limit the amount of excess moisture, which can reach the subgrade soils: • Site grading at a minimum 2% grade away from the pavements; • Compaction of any utility trenches for landscaped areas to the same criteria as the pavement subgrade; and, • concrete curbs bordering landscape areas should have a deepened edge to provide a cutoff for moisture flow beneath the pavement (generally, the edge of the curb can be extended an additional twelve inches below the base of the curb). 8.1.3 Maintenance Preventative maintenance should be planned and provided for. Preventative maintenance activities are intended to slow the rate of pavement deterioration, and to preserve the pavement investment. Preventative maintenance consists of both localized maintenance (e.g. crack sealing and patching) and global maintenance (e.g. surface sealing). Preventative maintenance is usually the first priority when implementing a planned pavement maintenance program and provides the highest return on investment for pavements. 8.1.4 Review and Surveillance The Geotechnical Engineer-of-Record should review the planning and design for pavement to confirm that the recommendations presented in this report have been incorporated into the plans prepared for the project. The preparation of subgrades for roadways should be observed on a full-time basis by a representative of the Geotechnical Engineer-of-Record. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 37 of 39 8.2 Subgrade Preparation Subgrades for any new pavements should be prepared in a manner similar to that described in Section 6.4 for ground supported slabs. 8.3 Flexible Pavements Provided the subgrade in paved areas is prepared per the recommendations in Section 8.2, an R-value of 50 can be assumed. This R-value was verified by laboratory testing reported herein (see Appendix C). Table 8-1 provides recommended sections for flexible pavements. The recommended pavement sections are for planning purposes only. Additional R-value testing should be performed on actual soils at the design subgrade levels to confirm the pavement design. Table 8-1. Preliminary Recommendations for Flexible Pavements Area Estimated Subgrade R-Value Traffic Index Asphalt Thickness (in) Base Course Thickness (in) Auto Driveways/Parking 50 5.0 4.01 4.0 Roadways 50 6.0 4.01 4.0 1. Minimum asphalt concrete thickness for the city of Anaheim Street Design Manual. The sections assume properly prepared subgrade consisting of at least 24 inches of soil compacted to a minimum of 95% relative compaction. The aggregate base materials should also be placed at a minimum relative compaction of 95%. Construction materials (asphalt and aggregate base) should conform to the current Standard Specifications for Public Works Construction (‘Green Book’). 8.4 Rigid Pavements Flexible pavements may not be adequate for all design circumstances. In this event, NOVA recommends that a rigid concrete pavement section be provided. The pavement section should be 6 inches of concrete and a 6-inch base course. The concrete should be obtained from an approved mix design with the minimum properties shown on Table 8-2 (following page). Longitudinal and transverse joints should be provided as needed in concrete pavements for expansion/contraction and isolation. Sawed joints should be cut within 24-hours of concrete placement, and should be a minimum of 25% of slab thickness plus 1/4 inch. All joints should be sealed to prevent entry of foreign material and doweled where necessary for load transfer. Where dowels cannot be used at joints accessible to wheel loads, pavement thickness should be increased by 25 percent at the joints and tapered to regular thickness in 5 feet. Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 38 of 39 Table 8-2. Recommendations for Concrete Pavements Property Recommended Requirement Compressive Strength @ 28 days 3,750 psi minimum Modulus of Rupture @ 28 days 600 minimum Strength Requirements ASTM C94 Minimum Cement Content 5.5 sacks/cu. yd. Cement Type Type V Portland Entrained Air Content 6 to 8% Concrete Aggregate ASTM C33 Aggregate Size 1 inch maximum Maximum Water Content 0.5lb/lb of cement Maximum Allowable Slump 4 inches Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 Page 39 of 39 9.0 REFERENCES American Concrete Institute, 2002, Building Code Requirements for Structural Concrete, ACI 318-02. American Concrete Institute, 2015, Guide to Concrete Floor and Slab Construction,ACI 302.1R-15. ASCE, Minimum Design Load for Buildings and Other Structures, ASCE 7-10. APWA, 2015 Standard Specifications for Public Works Construction (‘Greenbook’) California Code of Regulations, Title 24, 2013 California Building Standards Code. California Department of Conservation, California Geological Survey, 2010, Fault Activity Map of California, found at http://maps.conservation.ca.gov/cgs/fam/. California Department of Transportation (Caltrans), 2003, Corrosion Guidelines, Version 1.0, available at http://www.dot.ca.gov/hq/esc/ttsb/corrosion/pdf/2012-11-19-Corrosion-Guidelines.pdf. California Department of Water Resources, Water Data Library: found at http://www.water.ca.gov/waterdatalibrary/ California Division of Mines and Geology (CDMG), 2008, Guidelines for Evaluating and Mitigating Seismic Hazards in California, Special Publication 117A. FEMA, Map Number 06059C0152J, effective on12/03/2009, found at: https://msc.fema.gov/portal, accessed 11 January 2017. Hart, E. W. and Bryant, W. A., 1997, Fault-Rupture Hazard Zones In California, California Department of Conservation, Division of Mines and Geology, Special Publication 42. Jennings, C. W., 1994, Fault Activity Map of California and Adjacent Areas, California Division of Mines and Geology, Map Series No. 6. JRN Civil Engineers, 2016, ALTA/NSPS Land Title Survey, 1071 North Tustin Ave., 1065 Pacific Center Dr. and 1041 W. Pacific Center Dr., Anaheim, California, 06/16/2016. Structural Engineers Association of California, Seismic Design Recommendations, Tilt up Buildings, SEAOC Blue Book, Article 9.02.010, September 2008. Ninyo & Moore, City of Anaheim, Seismic in Geologic Hazard Evaluation, General Plan Update, Figure 3, Dam Inundation Map, N&M Project No 203009001, September 11, 2001. Orange County Water District, Groundwater Management Plan, 2015 Update, June 17, 2015. Santa Ana Regional Water Quality Control Board. 2013, Orange County Technical Guidance Document for Project Water Quality Management Plans, December 20, 2013. Seed, H.B., Nineteenth Rankine Lecture: Effects of Earthquakes on Dams and Embankments, Geotechnique, Vol. 24, No. 3, September 1979. Tan, S.S., 1995, Landslide Hazards in the Orange Quadrangle, Orange County, California, California Division of Mines and Geology, Open File Report 95-11 USGS, Earthquake Hazards Program, Seismic Design Maps & Tools, accessed 30 Dec 2016 at: http://earthquake.usgs.gov/hazards/designmaps/ C P T - 2 CPT-1CPT-3CPT-4B-6 B-5 B-3 B-1 B - 2 B-4 P - 1 P-2P-3P-4P-5 3CH3[H3CH3[H 3 C H 3 [ H 3CH3[H3CH3[H 3CH3[H 4 3 7 3 V I E W R I D G E A V E N U E , S U I T E B S A N D I E G O , C A L I F O R N I A 8 5 8 - 2 9 2 - 7 5 7 5 8 5 8 - 2 9 2 - 7 5 7 0 ( F A X ) W W W . U S A - N O V A . C O M 2#%+(+%%'06'4 E LA PALMA AVE & N TUSTIN AVE ANAHEIM, CALIFORNIA P R O J E C T N O : D A T E : D E S I G N B Y : D R A W N B Y : C H E C K E D B Y : R E V I E W E D B Y : 2 0 1 6 5 6 4 F E B 2 0 1 7 J D B / A J S A J S W M J D B S U B S U R F A C E I N V E S T I G A T I O N M A P P L A T E : 1 0 0 2 0 0 ' 4 0 0 ' -';615;/$1.5APPROXIMATE LOCATION OF GEOTECHNICAL BORING B-6P-5APPROXIMATE LOCATION OF PERCOLATION BORING APP R O X I M A T E L O C A T I O N O F C O N E P E N T E T R A T I O N T E S T CPT-43CH3[H ARTIFICIAL FILLYOUNG ALLUVIUM FOOTING CONCRETE BROWDITCH GROUND SURFACE 12" WATER PROOFING PER ARCHITECT FILTER FABRIC ENVELOPE (MIRAFI 140N OR APPROVED EQUIVALENT) 3/4" CRUSHED ROCK (1 CU.FT./FT.) FILTER FABRIC ENVELOPE MIRAFI 140N OR EQUIVALENT 4" DIA. SCHEDULE 40 PERFORATED PVC PIPE OR TOTAL DRAIN EXTENDED TO APPROVED OUTLET FINISHED GRADE RETAINING WALL COMPETENT BEDROCK OR MATERIAL AS EVALUATED BY THE GEOTECHNICAL CONSULTANT PACIFIC CENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CALIFORNIA DATE: FEB 2016 PROJECT: 2016564 PLATE: 2BY: AJS 4'6#+0+0)9#..&4#+0#)' 4373 VIEWRIDGE AVENUE, SUITE B SAN DIEGO, CALIFORNIA PHONE: 858-292-7575 FAX: 858-292-7570 Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 APPENDIX A USE OF THE GEOTECHNICAL REPORT Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 APPENDIX B LOGS OF ENGINEERING BORINGS PACIFIC CENTER E LA PALMA AVE & N TUSTIN AVE ANAHEIM, CALIFORNIA APPENDIX B-1 $14+0).1)$Ä DE P T H ( F T ) 5 10 15 20 25 30 0 PROJECT NO.: 2016564 LOGGED BY:HE SO I L C L A S S . (U S C S ) BL O W S PE R 1 2 - I N C H E S #46+(+%+#.(+.. 3CH5+.6;5#0&1.+8'$4190/1+56/'&+7/&'05'(+0'61 /'&+7/)4#+0'& REVIEWED BY:HP DATE:FEB 2017 '37+2/'06JANUARY 7, 2017 8 INCH DIAMETER AUGER BORING GROUNDWATER NOT ENCOUNTERED GROUNDWATER BULK SAMPLE SPT SAMPLE ( ASTM D1586) CAL. MOD. SAMPLE (ASTM D3550) ERONEOUS BLOWCOUNT NO SAMPLE RECOVERY GEOLOGIC CONTACT SOIL TYPE CHANGE # * DIRECT SHEAR EXPANSION INDEX ATTERBERG LIMITS SIEVE ANALYSIS RESISTANCE VALUE CONSOLIDATION SAND EQUIVALENT CORROSIVITY MAXIMUM DENSITY -';615;/$1.5 9'..Ä)4#&'&5#0&.+)*6$4190&#/2.115'(+0'61/'&+7/)4#+0'& 19 SM-ML GR A P H I C L O G REMARKSBU L K S A M P L E 57//#4;1(57$574(#%'%10&+6+105 75%5%1.14/1+5674'&'05+6;)4#+05+<'16*'4 LA B O R A T O R Y CA L / S P T S A M P L E ;170)#..78+7/ 3[HC5+.6;5#0&Ä5#0&;5+.61.+8'$4190/1+56.115' (+0')4#+0'& #%$#5' '.'8#6+10 &#6'':%#8#6'& ':%#8#6+10&'5%4+26+10 )4170&9#6'4&'26* MC DS EI AL SA RV CN SE .#$6'56#$$4'8+#6+105 CRCME 95 )25%114& 51+.&'5%4+26+10 )4#8'. 2114.;)4#&'&5#0&Ä5+.6;5#0&.+)*6$4190/1+56.115'(+0'61 /'&+7/)4#+0'& $14+0)6'4/+0#6'&#6(601)4170&9#6'4'0%1706'4'&01%#8+0) 12 13 26 17 14 SM SP-SM 2114.;%1051.+&#6'& *SW N/A SA SA SA SA REH" DS REH"&4; 237.0' PACIFIC CENTER E LA PALMA AVE & N TUSTIN AVE ANAHEIM, CALIFORNIA APPENDIX B-2 $14+0).1)$Ä DE P T H ( F T ) PROJECT NO.: 2016564 LOGGED BY:HE SO I L C L A S S . (U S C S ) BL O W S PE R 1 2 - I N C H E S #46+(+%+#.(+.. 3CH5+.6;5#0&Ä5#0&;5+.61.+8'$4190/1+56/'&+7/ &'05'(+0'61/'&+7/)4#+0'& REVIEWED BY:HP DATE:FEB 2017 '37+2/'06JANUARY 7, 2017 8 INCH DIAMETER AUGER BORING GROUNDWATER NOT ENCOUNTERED 5 10 15 20 25 30 0 GROUNDWATER BULK SAMPLE SPT SAMPLE ( ASTM D1586) CAL. MOD. SAMPLE (ASTM D3550) ERONEOUS BLOWCOUNT NO SAMPLE RECOVERY GEOLOGIC CONTACT SOIL TYPE CHANGE # * DIRECT SHEAR EXPANSION INDEX ATTERBERG LIMITS SIEVE ANALYSIS RESISTANCE VALUE CONSOLIDATION SAND EQUIVALENT CORROSIVITY MAXIMUM DENSITY -';615;/$1.5 2114.;)4#&'&5#0&.+)*6$4190&#/261/1+56/'&+7/&'05'(+0'61 /'&+7/)4#+0'& 24 SM-ML GR A P H I C L O G REMARKSBU L K S A M P L E 57//#4;1(57$574(#%'%10&+6+105 75%5%1.14/1+5674'&'05+6;)4#+05+<'16*'4 LA B O R A T O R Y CA L / S P T S A M P L E ;170)#..78+7/ 3[HC5+.6;5#0&Ä5#0&;5+.61.+8'$4190/1+56/'&+7/ &'05'(+0'61/'&+7/)4#+0'& #%$#5' '.'8#6+10 &#6'':%#8#6'& ':%#8#6+10&'5%4+26+10 )4170&9#6'4&'26* MC DS EI AL SA RV CN SE .#$6'56#$$4'8+#6+105 CRCME 95 )25%114& 51+.&'5%4+26+10 8'4;&'05')4#8'. 34 17 19 69 19 21 SM-ML SP 2114.;)4#&'&5#0&Ä5+.6;5#0&.+)*6$4190&#/261/1+56(+0'61 /'&+7/)4#+0'& 11 SP-SM 9'..Ä)4#&'&5#0&.+)*6$4190&#/261/1+568'4;&'05'(+0'61 %1#45')4#+0'& SW SA SA SA N/A 237.0' REH" REH" REH" MC PACIFIC CENTER E LA PALMA AVE & N TUSTIN AVE ANAHEIM, CALIFORNIA APPENDIX B-2.2 %106+07'&$14+0).1)$Ä DE P T H ( F T ) PROJECT NO.: 2016564 LOGGED BY:HE SO I L C L A S S . (U S C S ) BL O W S PE R 1 2 - I N C H E S REVIEWED BY:HP DATE:FEB 2017 '37+2/'06JANUARY 7, 2017 8 INCH DIAMETER AUGER BORING GROUNDWATER NOT ENCOUNTERED 35 40 45 50 55 60 30 GROUNDWATER BULK SAMPLE SPT SAMPLE ( ASTM D1586) CAL. MOD. SAMPLE (ASTM D3550) ERONEOUS BLOWCOUNT NO SAMPLE RECOVERY GEOLOGIC CONTACT SOIL TYPE CHANGE # * DIRECT SHEAR EXPANSION INDEX ATTERBERG LIMITS SIEVE ANALYSIS RESISTANCE VALUE CONSOLIDATION SAND EQUIVALENT CORROSIVITY MAXIMUM DENSITY -';615;/$1.5 27 GR A P H I C L O G REMARKSBU L K S A M P L E 57//#4;1(57$574(#%'%10&+6+105 75%5%1.14/1+5674'&'05+6;)4#+05+<'16*'4 LA B O R A T O R Y CA L / S P T S A M P L E '.'8#6+10 &#6'':%#8#6'& ':%#8#6+10&'5%4+26+10 )4170&9#6'4&'26* MC DS EI AL SA RV CN SE .#$6'56#$$4'8+#6+105 CRCME 95 )25%114& 51+.&'5%4+26+10 28 29 36 SP-SM $14+0)6'4/+0#6'&#6(601)4170&9#6'4'0%1706'4'&01%#8+0) %106+07'&2114.;)4#&'&5#0&Ä5+.6;5#0&.+)*6$4190&#/261/1+56 (+0'61/'&+7/)4#+0'& N/A 237.0' PACIFIC CENTER E LA PALMA AVE & N TUSTIN AVE ANAHEIM, CALIFORNIA APPENDIX B-3 $14+0).1)$Ä DE P T H ( F T ) PROJECT NO.: 2016564 LOGGED BY:HE SO I L C L A S S . (U S C S ) BL O W S PE R 1 2 - I N C H E S #46+(+%+#.(+.. 3CH5#0&;%.#;9+6*5+.6$41905#674#6'&(+4/ REVIEWED BY:HP DATE:FEB 2017 '37+2/'06JANUARY 7, 2017 8 INCH DIAMETER AUGER BORING GROUNDWATER NOT ENCOUNTERED 5 10 15 20 25 30 0 GROUNDWATER BULK SAMPLE SPT SAMPLE ( ASTM D1586) CAL. MOD. SAMPLE (ASTM D3550) ERONEOUS BLOWCOUNT NO SAMPLE RECOVERY GEOLOGIC CONTACT SOIL TYPE CHANGE # * DIRECT SHEAR EXPANSION INDEX ATTERBERG LIMITS SIEVE ANALYSIS RESISTANCE VALUE CONSOLIDATION SAND EQUIVALENT CORROSIVITY MAXIMUM DENSITY -';615;/$1.5 10 SP GR A P H I C L O G REMARKSBU L K S A M P L E 57//#4;1(57$574(#%'%10&+6+105 75%5%1.14/1+5674'&'05+6;)4#+05+<'16*'4 LA B O R A T O R Y CA L / S P T S A M P L E ;170)#..78+7/ 3[HC2114.;)4#&'&5#0&/'&+7/$4190/1+56.115' (+0'61/'&+7/)4#+0'& )4#55 '.'8#6+10 &#6'':%#8#6'& ':%#8#6+10&'5%4+26+10 )4170&9#6'4&'26* MC DS EI AL SA RV CN SE .#$6'56#$$4'8+#6+105 CRCME 95 )25%114& 51+.&'5%4+26+10 11 15 16 44 12 17 ML 2114.;)4#&'&5#0&.+)*66#0/1+56/'&+7/&'05'(+0'61/'&+7/ )4#+0'& 20 SP 9'..Ä)4#&'&5#0&.+)*66#0/1+56/'&+7/&'05'(+0'61%1#45' )4#+0'& SW SA SA SA SA SA SA SA 5+.6;5#0&.+)*66#0/1+56/'&+7/&'05'(+0'61/'&+7/)4#+0'&SM 9'..Ä)4#&'&5#0&.+)*66#0/1+568'4;&'05'(+0'61%1#45')4#+0'&SW 9'..Ä)4#&'&5#0&.+)*66#0/1+56/'&+7/&'05'(+0'61%1#45')4#+0'&SW 2114.;)4#&'&5#0&Ä5+.6;5#0&.+)*66#0/1+56/'&+7/&'05'(+0'61 /'&+7/)4#+0'& SP-SM MC REH" REH" REH" REH" REH" REH" N/A 236.0' PACIFIC CENTER E LA PALMA AVE & N TUSTIN AVE ANAHEIM, CALIFORNIA APPENDIX B-3.2 %106+07'&$14+0).1)$Ä DE P T H ( F T ) PROJECT NO.: 2016564 LOGGED BY:HE SO I L C L A S S . (U S C S ) BL O W S PE R 1 2 - I N C H E S REVIEWED BY:HP DATE:FEB 2017 '37+2/'06JANUARY 7, 2017 8 INCH DIAMETER AUGER BORING GROUNDWATER NOT ENCOUNTERED 35 40 45 50 55 60 30 GROUNDWATER BULK SAMPLE SPT SAMPLE ( ASTM D1586) CAL. MOD. SAMPLE (ASTM D3550) ERONEOUS BLOWCOUNT NO SAMPLE RECOVERY GEOLOGIC CONTACT SOIL TYPE CHANGE # * DIRECT SHEAR EXPANSION INDEX ATTERBERG LIMITS SIEVE ANALYSIS RESISTANCE VALUE CONSOLIDATION SAND EQUIVALENT CORROSIVITY MAXIMUM DENSITY -';615;/$1.5 32 GR A P H I C L O G REMARKSBU L K S A M P L E 57//#4;1(57$574(#%'%10&+6+105 75%5%1.14/1+5674'&'05+6;)4#+05+<'16*'4 LA B O R A T O R Y CA L / S P T S A M P L E '.'8#6+10 &#6'':%#8#6'& ':%#8#6+10&'5%4+26+10 )4170&9#6'4&'26* MC DS EI AL SA RV CN SE .#$6'56#$$4'8+#6+105 CRCME 95 )25%114& 51+.&'5%4+26+10 26 29 32 SW-SM $14+0)6'4/+0#6'&#6(601)4170&9#6'4'0%1706'4'&01%#8+0) 8'4;&'05'58 9'..Ä)4#&'&5#0&Ä5+.6;5#0&.+)*66#0/1+56/'&+7/&'05'(+0'61 %1#45')4#+0'& SA SA SA SA SA N/A 236.0' PACIFIC CENTER E LA PALMA AVE & N TUSTIN AVE ANAHEIM, CALIFORNIA APPENDIX B-4 $14+0).1)$Ä DE P T H ( F T ) PROJECT NO.: 2016564 LOGGED BY:HE SO I L C L A S S . (U S C S ) BL O W S PE R 1 2 - I N C H E S #46+(+%+#.(+.. 3CH5+.6;5#0&Ä5#0&;5+.61.+8'$4190/1+56/'&+7/ &'05'(+0'61/'&+7/)4#+0'& REVIEWED BY:HP DATE:FEB 2017 '37+2/'06JANUARY 7, 2017 8 INCH DIAMETER AUGER BORING GROUNDWATER NOT ENCOUNTERED 5 10 15 20 25 30 0 GROUNDWATER BULK SAMPLE SPT SAMPLE ( ASTM D1586) CAL. MOD. SAMPLE (ASTM D3550) ERONEOUS BLOWCOUNT NO SAMPLE RECOVERY GEOLOGIC CONTACT SOIL TYPE CHANGE # * DIRECT SHEAR EXPANSION INDEX ATTERBERG LIMITS SIEVE ANALYSIS RESISTANCE VALUE CONSOLIDATION SAND EQUIVALENT CORROSIVITY MAXIMUM DENSITY -';615;/$1.5 9'..Ä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Ä DE P T H ( F T ) PROJECT NO.: 2016564 LOGGED BY:HE SO I L C L A S S . (U S C S ) BL O W S PE R 1 2 - I N C H E S #46+(+%+#.(+.. 3CH5+.6;5#0&Ä5#0&;5+.61.+8'$4190/1+56/'&+7/ &'05'(+0'61/'&+7/)4#+0'& REVIEWED BY:HP DATE:FEB 2017 '37+2/'06JANUARY 7, 2017 8 INCH DIAMETER AUGER BORING GROUNDWATER NOT ENCOUNTERED 5 10 15 20 25 30 0 GROUNDWATER BULK SAMPLE SPT SAMPLE ( ASTM D1586) CAL. MOD. SAMPLE (ASTM D3550) ERONEOUS BLOWCOUNT NO SAMPLE RECOVERY GEOLOGIC CONTACT SOIL TYPE CHANGE # * DIRECT SHEAR EXPANSION INDEX ATTERBERG LIMITS SIEVE ANALYSIS RESISTANCE VALUE CONSOLIDATION SAND EQUIVALENT CORROSIVITY MAXIMUM DENSITY -';615;/$1.5 21 ML GR A P H I C L O G REMARKSBU L K S A M P L E 57//#4;1(57$574(#%'%10&+6+105 75%5%1.14/1+5674'&'05+6;)4#+05+<'16*'4 LA B O R A T O R Y CA L / S P T S A M P L E ;170)#..78+7/ 3[HC5#0&;5+.61.+8')4#;/1+56/'&+7/&'05'(+0'61 /'&+7/)4#+0'& #%$#5' '.'8#6+10 &#6'':%#8#6'& ':%#8#6+10&'5%4+26+10 )4170&9#6'4&'26* MC DS EI AL SA RV CN SE .#$6'56#$$4'8+#6+105 CRCME 95 )25%114& 51+.&'5%4+26+10 26 14 28 23 15 13 SM-ML SW 5+.6;5#0&1.+8')4#;&#/261/1+56.115'(+0'61/'&+7/)4#+0'& 18 .+)*66#0&#/2.115'2114.;%1051.+&#6'& 9'..Ä)4#&'&5#0&.+)*66#0&#/2/'&+7/&'05'(+0'61%1#45')4#+0'&51/'(+0')4#8'. .#;'4'& 51/'%1#45' $14+0)6'4/+0#6'&#6(601)4170&9#6'4'0%1706'4'&01%#8+0) * SM SA SA SA N/A 235.0' SM 5+.6;5#0&1.+8'$4190/1+56/'&+7/&'05'(+0'61/'&+7/)4#+0'&CR REH" REH" PACIFIC CENTER E LA PALMA AVE & N TUSTIN AVE ANAHEIM, CALIFORNIA APPENDIX B-6 $14+0).1)$Ä DE P T H ( F T ) PROJECT NO.: 2016564 LOGGED BY:HE SO I L C L A S S . (U S C S ) BL O W S PE R 1 2 - I N C H E S #46+(+%+#.(+.. 3CH5+.6;5#0&Ä5#0&;5+.6/'&+7/61&#4-$4190/1+56 /'&+7/&'05'6156+(((+0'61/'&+7/)4#+0'& REVIEWED BY:AJS DATE:FEB 2017 '37+2/'06JANUARY 14, 2017 6 INCH DIAMETER HAND AUGER BORING GROUNDWATER NOT ENCOUNTERED 5 10 15 20 25 30 0 GROUNDWATER BULK SAMPLE SPT SAMPLE ( ASTM D1586) CAL. MOD. SAMPLE (ASTM D3550) ERONEOUS BLOWCOUNT NO SAMPLE RECOVERY GEOLOGIC CONTACT SOIL TYPE CHANGE # * DIRECT SHEAR EXPANSION INDEX ATTERBERG LIMITS SIEVE ANALYSIS RESISTANCE VALUE CONSOLIDATION SAND EQUIVALENT CORROSIVITY MAXIMUM DENSITY -';615;/$1.5 SP GR A P H I C L O G REMARKSBU L K S A M P L E 57//#4;1(57$574(#%'%10&+6+105 75%5%1.14/1+5674'&'05+6;)4#+05+<'16*'4 LA B O R A T O R Y CA L / S P T S A M P L E ;170)#..78+7/ 3[H2114.;)4#&'&5#0&.+)*6$4190/1+56/'&+7/ &'05'(+0'61/'&+7/)4#+0'& )4#55 '.'8#6+10 &#6'':%#8#6'& ':%#8#6+10&'5%4+26+10 )4170&9#6'4&'26* MC DS EI AL SA RV CN SE .#$6'56#$$4'8+#6+105 CRHAND AUGER )25%114& 51+.&'5%4+26+10 SM-ML $14+0)6'4/+0#6'&#6(601)4170&9#6'4'0%1706'4'&01%#8+0) 6#061/'&+7/$4190/'&+7/61%1#45')4#+0'&9+6*)4#8'. N/A 233.0' PACIFIC CENTER E LA PALMA AVE & N TUSTIN AVE ANAHEIM, CALIFORNIA APPENDIX P-1 2'4%1.#6+10$14+0).1)2Ä DE P T H ( F T ) PROJECT NO.: 2016564 LOGGED BY:HE SO I L C L A S S . (U S C S ) BL O W S PE R 1 2 - I N C H E S #46+(+%+#.(+.. 3CH5+.6;5#0&Ä5#0&;5+.61.+8'$4190/1+56/'&+7/ &'05'(+0'61/'&+7/)4#+0'& REVIEWED BY:AJS DATE:FEB 2017 '37+2/'06JANUARY 14, 2017 8 INCH DIAMETER AUGER BORING GROUNDWATER NOT ENCOUNTERED 5 10 15 20 25 30 0 GROUNDWATER BULK SAMPLE SPT SAMPLE ( ASTM D1586) CAL. MOD. SAMPLE (ASTM D3550) ERONEOUS BLOWCOUNT NO SAMPLE RECOVERY GEOLOGIC CONTACT SOIL TYPE CHANGE # * DIRECT SHEAR EXPANSION INDEX ATTERBERG LIMITS SIEVE ANALYSIS RESISTANCE VALUE CONSOLIDATION SAND EQUIVALENT CORROSIVITY MAXIMUM DENSITY -';615;/$1.5 33 GR A P H I C L O G REMARKSBU L K S A M P L E 57//#4;1(57$574(#%'%10&+6+105 75%5%1.14/1+5674'&'05+6;)4#+05+<'16*'4 LA B O R A T O R Y CA L / S P T S A M P L E ;170)#..78+7/ 3[H5+.6;5#0&Ä5#0&;5+.61.+8'$4190/1+56/'&+7/ &'05'(+0'61/'&+7/)4#+0'& #%$#5' '.'8#6+10 &#6'':%#8#6'& ':%#8#6+10&'5%4+26+10 )4170&9#6'4&'26* MC DS EI AL SA RV CN SE .#$6'56#$$4'8+#6+105 CRCME 95 )25%114& 51+.&'5%4+26+10 29 SM-ML $14+0)6'4/+0#6'&#6(601)4170&9#6'4'0%1706'4'&%108'46'&61 2'4%1.#6+109'.. N/A 237.0' SM-ML PACIFIC CENTER E LA PALMA AVE & N TUSTIN AVE ANAHEIM, CALIFORNIA APPENDIX P-2 2'4%1.#6+10$14+0).1)2Ä DE P T H ( F T ) PROJECT NO.: 2016564 LOGGED BY:HE SO I L C L A S S . (U S C S ) BL O W S PE R 1 2 - I N C H E S #46+(+%+#.(+.. 3CH5#0&;5+.6$41905#674#6'&(+4/ REVIEWED BY:AJS DATE:FEB 2017 '37+2/'06JANUARY 14, 2017 8 INCH DIAMETER AUGER BORING GROUNDWATER NOT ENCOUNTERED 5 10 15 20 25 30 0 GROUNDWATER BULK SAMPLE SPT SAMPLE ( ASTM D1586) CAL. MOD. SAMPLE (ASTM D3550) ERONEOUS BLOWCOUNT NO SAMPLE RECOVERY GEOLOGIC CONTACT SOIL TYPE CHANGE # * DIRECT SHEAR EXPANSION INDEX ATTERBERG LIMITS SIEVE ANALYSIS RESISTANCE VALUE CONSOLIDATION SAND EQUIVALENT CORROSIVITY MAXIMUM DENSITY -';615;/$1.5 8 SP GR A P H I C L O G REMARKSBU L K S A M P L E 57//#4;1(57$574(#%'%10&+6+105 75%5%1.14/1+5674'&'05+6;)4#+05+<'16*'4 LA B O R A T O R Y CA L / S P T S A M P L E ;170)#..78+7/ 3[H2114.;)4#&'&5#0&/'&+7/$4190/1+56/'&+7/ &'05'/'&+7/61%1#45')4#+0'& )4#55 '.'8#6+10 &#6'':%#8#6'& ':%#8#6+10&'5%4+26+10 )4170&9#6'4&'26* MC DS EI AL SA RV CN SE .#$6'56#$$4'8+#6+105 CRCME 95 )25%114& 51+.&'5%4+26+10 20 ML $14+0)6'4/+0#6'&#6(601)4170&9#6'4'0%1706'4'&%108'46'&61 2'4%1.#6+109'.. 10 9'..Ä)4#&'&5#0&.+)*66#0/1+56/'&+7/&'05'(+0'61%1#45')4#+0'&SW 2114.;)4#&'&5#0&Ä5+.6;5#0&.+)*66#0/1+56/'&+7/&'05'(+0'61 /'&+7/)4#+0'& SP-SM N/A 236.0' PACIFIC CENTER E LA PALMA AVE & N TUSTIN AVE ANAHEIM, CALIFORNIA APPENDIX P-3 2'4%1.#6+10$14+0).1)2Ä DE P T H ( F T ) PROJECT NO.: 2016564 LOGGED BY:HE SO I L C L A S S . (U S C S ) BL O W S PE R 1 2 - I N C H E S #46+(+%+#.(+.. 3CH5+.6;5#0&Ä5#0&;5+.61.+8'$4190&4;61/1+56 .115'(+0'61/'&+7/)4#+0'& REVIEWED BY:AJS DATE:FEB 2017 '37+2/'06JANUARY 14, 2017 8 INCH DIAMETER AUGER BORING GROUNDWATER NOT ENCOUNTERED 5 10 15 20 25 30 0 GROUNDWATER BULK SAMPLE SPT SAMPLE ( ASTM D1586) CAL. MOD. SAMPLE (ASTM D3550) ERONEOUS BLOWCOUNT NO SAMPLE RECOVERY GEOLOGIC CONTACT SOIL TYPE CHANGE # * DIRECT SHEAR EXPANSION INDEX ATTERBERG LIMITS SIEVE ANALYSIS RESISTANCE VALUE CONSOLIDATION SAND EQUIVALENT CORROSIVITY MAXIMUM DENSITY -';615;/$1.5 8 GR A P H I C L O G REMARKSBU L K S A M P L E 57//#4;1(57$574(#%'%10&+6+105 75%5%1.14/1+5674'&'05+6;)4#+05+<'16*'4 LA B O R A T O R Y CA L / S P T S A M P L E ;170)#..78+7/ 3[H5#0&;5+.61.+8')4#;/1+56/'&+7/&'05'(+0'61 /'&+7/)4#+0'& '.'8#6+10 &#6'':%#8#6'& ':%#8#6+10&'5%4+26+10 )4170&9#6'4&'26* MC DS EI AL SA RV CN SE .#$6'56#$$4'8+#6+105 CRCME 95 )25%114& 51+.&'5%4+26+10 13 SM-ML $14+0)6'4/+0#6'&#6(601)4170&9#6'4'0%1706'4'&%108'46'&61 2'4%1.#6+109'.. 29 5+.6;5#0&1.+8'$4190/1+56/'&+7/&'05'(+0'61/'&+7/)4#+0'& #%$#5' ML 16 * SM (+0')4#8'. N/A 235.0' 9'..Ä)4#&'&5#0&.+)*66#0&#/2/'&+7/&'05'(+0'61%1#45')4#+0'&SW PACIFIC CENTER E LA PALMA AVE & N TUSTIN AVE ANAHEIM, CALIFORNIA APPENDIX P-4 2'4%1.#6+10$14+0).1)2Ä DE P T H ( F T ) PROJECT NO.: 2016564 LOGGED BY:HE SO I L C L A S S . (U S C S ) BL O W S PE R 1 2 - I N C H E S #46+(+%+#.(+.. 3CH5+.6;5#0&Ä5#0&;5+.61.+8'$4190/1+56/'&+7/ &'05'(+0'61/'&+7/)4#+0'& REVIEWED BY:AJS DATE:FEB 2017 '37+2/'06JANUARY 14, 2017 8 INCH DIAMETER AUGER BORING GROUNDWATER NOT ENCOUNTERED 5 10 15 20 25 30 0 GROUNDWATER BULK SAMPLE SPT SAMPLE ( ASTM D1586) CAL. MOD. SAMPLE (ASTM D3550) ERONEOUS BLOWCOUNT NO SAMPLE RECOVERY GEOLOGIC CONTACT SOIL TYPE CHANGE # * DIRECT SHEAR EXPANSION INDEX ATTERBERG LIMITS SIEVE ANALYSIS RESISTANCE VALUE CONSOLIDATION SAND EQUIVALENT CORROSIVITY MAXIMUM DENSITY -';615;/$1.5 20 SM GR A P H I C L O G REMARKSBU L K S A M P L E 57//#4;1(57$574(#%'%10&+6+105 75%5%1.14/1+5674'&'05+6;)4#+05+<'16*'4 LA B O R A T O R Y CA L / S P T S A M P L E ;170)#..78+7/ 3[H5+.6;5#0&1.+8'$4190/1+56/'&+7/&'05'(+0' 61/'&+7/)4#+0'& #%$#5' '.'8#6+10 &#6'':%#8#6'& ':%#8#6+10&'5%4+26+10 )4170&9#6'4&'26* MC DS EI AL SA RV CN SE .#$6'56#$$4'8+#6+105 CRCME 95 )25%114& 51+.&'5%4+26+10 11 SM-ML $14+0)6'4/+0#6'&#6(601)4170&9#6'4'0%1706'4'&%108'46'&61 2'4%1.#6+109'.. N/A 234.0' PACIFIC CENTER E LA PALMA AVE & N TUSTIN AVE ANAHEIM, CALIFORNIA APPENDIX P-5 2'4%1.#6+10$14+0).1)2Ä DE P T H ( F T ) PROJECT NO.: 2016564 LOGGED BY:HE SO I L C L A S S . (U S C S ) BL O W S PE R 1 2 - I N C H E S #46+(+%+#.(+.. 3CH5+.6;5#0&Ä5#0&;5+.6/'&+7/61&#4-$4190/1+56 /'&+7/&'05'6156+(((+0'61/'&+7/)4#+0'& REVIEWED BY:AJS DATE:FEB 2017 '37+2/'06JANUARY 14, 2017 6 INCH DIAMETER HAND AUGER BORING GROUNDWATER NOT ENCOUNTERED 5 10 15 20 25 30 0 GROUNDWATER BULK SAMPLE SPT SAMPLE ( ASTM D1586) CAL. MOD. SAMPLE (ASTM D3550) ERONEOUS BLOWCOUNT NO SAMPLE RECOVERY GEOLOGIC CONTACT SOIL TYPE CHANGE # * DIRECT SHEAR EXPANSION INDEX ATTERBERG LIMITS SIEVE ANALYSIS RESISTANCE VALUE CONSOLIDATION SAND EQUIVALENT CORROSIVITY MAXIMUM DENSITY -';615;/$1.5 SP GR A P H I C L O G REMARKSBU L K S A M P L E 57//#4;1(57$574(#%'%10&+6+105 75%5%1.14/1+5674'&'05+6;)4#+05+<'16*'4 LA B O R A T O R Y CA L / S P T S A M P L E ;170)#..78+7/ 3[H2114.;)4#&'&5#0&.+)*6$4190/1+56/'&+7/ &'05'/'&+7/)4#+0'& )4#55 '.'8#6+10 &#6'':%#8#6'& ':%#8#6+10&'5%4+26+10 )4170&9#6'4&'26* MC DS EI AL SA RV CN SE .#$6'56#$$4'8+#6+105 CRHAND AUGER )25%114& 51+.&'5%4+26+10 SM-ML $14+0)6'4/+0#6'&#6(601)4170&9#6'4'0%1706'4'&%108'46'&61 2'4%1.#6+109'.. N/A 233.0' Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 APPENDIX C LABORATORY ANALYTICAL RESULTS B-3 @ 6.0' B-3 @ 9.0' 1/24/2017 LIGHT TAN SAND 2.0 101.4 1/24/2017 97.55.5LIGHT TAN SAND B-5 @ 1.0'103.54.7OLIVE BROWN SILTY SAND1/24/2017 B-3 @ 3.0'1/24/2017 MEDIUM BROWN SAND 7.6 101.6 3 4 5 6 7 1/24/2017 B-5 @ 3.0'1/24/20178 9 JAN 2017 B-2 @ 1.0'1/24/2017 B-2 @ 3.0'1/24/2017 B-3 @ 1.0'1/24/2017 PROJECT NO. B-1 @ 1.0' B-1 @ 9.0' Soil DescriptionDate 1/24/2017 1/24/2017 Sample Location 2 1 Dry Density (pcf) Moisture Content (%) 9.0 1.4 120.9 113.1 OLIVE BROWN SILTY SAND LIGHT BROWN SAND 2.6 OLIVE BROWN SILTY SAND OLIVE BROWN SILTY SAND BROWN SILTY SAND LIGHT TAN SAND 12.5 121.6 10.5 116.3 27.9 93.8 111.0 11.0 105.3 * Note: Soil samples were subject to moisture loss during transportation, prior to reaching NOVA laboratory. OLIVE BROWN SILTY SAND B-3 @ 12.0' MOISTURE-DENSITY TEST PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM,CA DATE 2016564 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-1 9.0' SW 5 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-1 12.0' SP 5 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-1 15.0' SP-SM 9 GRAVEL 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-1 20.0' SP 5 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-2 6.0' SP 3 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-2 9.0' SC 29 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-2 12.0' GP 4 GRAVEL 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-2 15.0' SW 5 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-2 15.0' SP-SM 7 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-3 6.0' SW 3 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-3 9.0' SW-SM 10 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-3 12.0' SW 6 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-3 15.0' SM 21 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-3 20.0' SW 3 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-3 25.0' SW 5 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-3 30.0' SW-SM 12 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-3 35.0' SW-SM 9 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-3 40.0' SW-SM 8 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-3 50.0' SW-SM 8 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-5 12.0' SP 3 GRAVEL 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-5 15.0' SP 4 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 Sample Location: Depth (ft): USCS Soil Type: Passing No. 200 (%): PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM, CA DATE FineCoarse JAN 2017 GRADATION ANALYSIS TEST RESULTS B-5 20.0' SM 22 GRAVEL PROJECT NO. 2016564 SILT OR CLAY Fine Coarse Medium SAND 0 10 20 30 40 50 60 70 80 90 100 0.0010.010.1110100 Pe r c e n t P a s s i n g Grain Size (mm) 1. 5 1 3/ 4 1/ 2 3/ 8 Size (Inches)U.S. Standard Sieve Sizes Hydrometer Analysis No . 8 No . 1 6 No . 3 0 No . 1 0 0 No . 2 0 0 No . 4 No . 5 0 PERFORMED IN GENERAL ACCORDANCE WITH:ASTM D 1557 ASTM D 698 METHOD: A B C PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM,CA DATE Soil Description GRAYISH BROWN SILTY SAND Dry Density and Moisture Content Values Corrected for Oversize (ASTM D4718) Maximum Dry Density (pcf) Sample Location B-2 @ 1.0'-6.0' PROCTOR DENSITY TEST RESULTS JAN 2017 8.6131.3 PROJECT NO. 2016564 Optimum Moisture Content (%) 100.0 105.0 110.0 115.0 120.0 125.0 130.0 135.0 140.0 145.0 150.0 0.0 5.0 10.0 15.0 20.0 DR Y D E N S I T Y ( p c f ) MOISTURE CONTENT (%) Zero Air Void Line (Specific Gravity = 2.70) Zero Air Void Line (Specific Gravity = 2.60) Zero Air Void Line (Specific Gravity = 2.50) PERFORMED IN GENERAL ACCORDANCE WITH:ASTM D 1557 ASTM D 698 METHOD: A B C PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM,CA DATE PROCTOR DENSITY TEST RESULTS JAN 2017 9.2129 PROJECT NO. 2016564 Optimum Moisture Content (%) Soil Description BROWN SILTY SAND Dry Density and Moisture Content Values Corrected for Oversize (ASTM D4718) Maximum Dry Density (pcf) Sample Location B-3 @ 1.0'-6.0' 100.0 105.0 110.0 115.0 120.0 125.0 130.0 135.0 140.0 145.0 150.0 0.0 5.0 10.0 15.0 20.0 DR Y D E N S I T Y ( p c f ) MOISTURE CONTENT (%) Zero Air Void Line (Specific Gravity = 2.70) Zero Air Void Line (Specific Gravity = 2.60) Zero Air Void Line (Specific Gravity = 2.50) PACIFICENTER E. LA PALMA AVE & N. TUSTIN AVE ANAHEIM,CA DATE SAMPLE LOCATION B-2 SM R-VALUE TEST RESULTS SOIL TYPE R-VALUE 58 SAMPLE DEPTH (FT) 1.0' - 6.0' PROJECT NO. 2016564JAN 2017 Report of Preliminary Geotechnical Investigation 17 February 2017 Hines Pacific Center, Anaheim, CA NOVA Project No. 2016564 APPENDIX D RECORDS OF PERCOLATION / INFILTRATION TESTING Worksheets from Orange County Technical Guidance Document (12-20-2013 ) See TGD for instructions and/or examples related to these worksheets: www.ocwatersheds.com/WQMP.aspx Worksheets from Orange County Technical Guidance Document (12-20-2013) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx Table 2.7: Infiltration BMP Feasibility Worksheet Infeasibility Criteria Yes No 1 Would Infiltration BMPs pose significant risk for groundwater related concerns? Refer to Appendix VII (Worksheet I) for guidance on groundwater-related infiltration feasibility criteria. X Provide basis: The subject site is located in an area where groundwater level is below 15 feet from the surface and was not encountered to the maximum depths explored of 72 feet below surface grade. (Refer to adjunct Geotechnical Investigation). Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 2 Would Infiltration BMPs pose significant risk of increasing risk of geotechnical hazards that cannot be mitigated to an acceptable level? (Yes if the answer to any of the following questions is yes, as established by a geotechnical expert): • The BMP can only be located less than 50 feet away from slopes steeper than 15 percent • The BMP can only be located less than eight feet from building foundations or an alternative setback. • A study prepared by a geotechnical professional or an available watershed study substantiates that stormwater infiltration would potentially result in significantly increased risks of geotechnical hazards that cannot be mitigated to an acceptable level. X Provide basis: The infiltration BMP’s if properly designed should not negatively affect the project and should not present any new geotechnical hazards. Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 3 Would infiltration of the DCV from drainage area violate downstream water rights? Provide basis: NOVA did not evaluate downstream water rights. Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. Worksheets from Orange County Technical Guidance Document (12-20-2013) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx Table 2.7: Infiltration BMP Feasibility Worksheet (continued) Partial Infeasibility Criteria Yes No 4 Is proposed infiltration facility located on HSG D soils or the site geotechnical investigation identifies presence of soil characteristics which support categorization as D soils? X Provide basis: Review of the Orange County Technical Guidance Document indicates that the subject site is underlain by Hydrologic Soil Group B. Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 5 Is measured infiltration rate below proposed facility less than 0.3 inches per hour? This calculation shall be based on the methods described in Appendix VII. X Provide basis: NOVA's Preliminary Geotechnical Investigation indicates that infiltration rates exceeded more than 0.3 inches per hour. (See adjunct geotechnical report) Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 6 Would reduction of over predeveloped conditions cause impairments to downstream beneficial uses, such as change of seasonality of ephemeral washes or increased discharge of contaminated groundwater to surface waters? Provide citation to applicable study and summarize findings relative to the amount of infiltration that is permissible: NOVA did not evaluate downstream beneficial uses or groundwater contamination. Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 7 Would an increase in infiltration over predeveloped conditions cause impairments to downstream beneficial uses, such as change of seasonality of ephemeral washes or increased discharge of contaminated groundwater to surface waters? Provide citation to applicable study and summarize findings relative to the amount of infiltration that is permissible: NOVA did not evaluate downstream beneficial uses or groundwater contamination. Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. Worksheets from Orange County Technical Guidance Document (12-20-2013) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx Table 2.7: Infiltration BMP Feasibility Worksheet (continued) Infiltration Screening Results (check box corresponding to result): 8 Is there substantial evidence that infiltration from the project would result in a significant increase in I&I to the sanitary sewer that cannot be sufficiently mitigated? (See Appendix XVII) Provide narrative discussion and supporting evidence: NOVA did not evaluate the effect of infiltration on the sanitary sewer system. Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 9 If any answer from row 1-3 is yes: infiltration of any volume is not feasible within the DMA or equivalent. Provide basis: Summarize findings of infeasibility screening 10 If any answer from row 4-8 is yes, infiltration is permissible but is not presumed to be feasible for the entire DCV. Criteria for designing biotreatment BMPs to achieve the maximum feasible infiltration and ET shall apply. Provide basis: Summarize findings of infeasibility screening 11 If all answers to rows 1 through 10 are no, infiltration of the full DCV is potentially feasible, BMPs must be designed to infiltrate the full DCV to the maximum extent practicable. X Worksheets from Orange County Technical Guidance Document (12-20-2013) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx United States Department of Agriculture Natural Resources Conservation Service Appendix E – Phase I Environmental Site Assessment REFERENCE: GREA-098-16 WWW.GABIONREA.COM 2800 Post Oak Boulevard Houston, Texas 70056 September 8, 2016 PHASE I ENVIRONMENTAL SITE ASSESSMENT Pacific Center 1041 and 1065 North PacifiCenter Drive and 1071 and 1081 North Tustin Avenue Anaheim, California 92806 Gabion Real Estate Advisors TABLE OF CONTENTS 1.0 EXECUTIVE SUMMARY ........................................................................................................ 1 1.1 Property Description 1 1.2 Property Summary 1 1.3 Summary of Findings and Opinions 2 1.4 Conclusions and Recommendations 2 2.0 INTRODUCTION .................................................................................................................. 4 2.1 Purpose and Scope 4 2.2 Significant Assumptions, Limitations, and Exceptions 5 2.3 User Reliance 5 2.4 Special Terms and Conditions 6 2.5 Additional Non-Scope Considerations 6 3.0 SITE DESCRIPTION ............................................................................................................... 7 3.1 Site Location 7 3.2 Site Description and Current Use 7 3.3 Surrounding Properties Description and Current Use 8 4.0 USER PROVIDED INFORMATION ......................................................................................... 9 4.1 Title Records, Environmental Liens, or Activity and Use Limitations 9 4.2 Specialized Knowledge & Commonly Known or Reasonably Ascertainable Information 9 4.3 Valuation Reduction for Environmental Issues 9 4.4 Owner, Property Manager, and Occupant Information 10 4.5 Reason for Undertaking Phase I Environmental Site Assessment 10 5.0 RECORDS REVIEW ............................................................................................................. 11 5.1 Review of Standard Federal and State Environmental Record Sources 11 5.2 Findings for Target Property 12 5.3 Findings for Adjoining Properties 13 5.4 Findings for Surrounding Properties within the AMSD of the Target Property 15 5.5 Review of Additional Environmental Record Services 15 5.6 Physical Setting Sources 15 6.0 HISTORICAL USE INFORMATION ....................................................................................... 17 6.1 Review of Aerial Photographs 17 6.2 Review of Historical Topographic Maps 18 6.3 Review of Sanborn Fire Insurance Maps 19 6.4 Review of City Directories 19 6.5 Summary of Historical Use 19 6.6 Prior Environmental Reports 19 7.0 SITE RECONNAISSANCE ..................................................................................................... 20 7.1 Methodology and Limiting Conditions 20 7.2 General Site Setting and Current Use 20 7.3 Interior and Exterior Observations of Current Site Conditions 21 7.3.1 Polychlorinated Biphenyls (PCBs) ................................................................................... 21 7.3.2 Hazardous Substances and Petroleum Products ............................................................ 22 7.3.3 Storage Tanks ................................................................................................................. 22 7.3.4 Unidentified Substance Containers ................................................................................ 22 7.3.5 Drains, Sumps, Pits, Ponds, Lagoons or Wells ................................................................ 22 Gabion Real Estate Advisors 7.3.6 Odors and Air Emissions ................................................................................................. 23 7.3.7 Pools of Liquid or Standing Water .................................................................................. 23 7.3.8 Solid Waste Dumping, Landfills, or Suspected Fill Materials .......................................... 23 7.3.9 Interior Corrosion and Staining ...................................................................................... 23 7.3.10 Stressed Vegetation ...................................................................................................... 23 7.3.11 Stained Soil or Pavement .............................................................................................. 23 7.3.12 Wastewater and Septic Systems .................................................................................. 23 8.0 INTERVIEWS ..................................................................................................................... 24 9.0 ADDITIONAL NON-SCOPE CONSIDERATIONS ..................................................................... 25 10.0 SUMMARY OF FINDINGS AND OPINIONS ........................................................................ 27 11.0 CONCLUSIONS AND RECOMMENDATIONS ...................................................................... 28 11.1 Environmental Concerns at the Property 28 11.2 Environmental Concerns from Adjoining Properties 28 11.3 Recommendations 28 12.0 DATA GAPS AND DEVIATIONS ......................................................................................... 29 12.1 Data Gaps 29 12.2 Deviations 29 13.0 REFERENCES ................................................................................................................... 30 14.0 ENVIRONMENTAL PROFESSIONAL SIGNATURE ................................................................ 31 15.0 QUALIFICATIONS ............................................................................................................ 32 15.1 Marci Magaw, VP 32 15.2 Mandi York, SVP 33 16.0 EXHIBITS ......................................................................................................................... 34 16.1 Site (Vicinity) Map 34 16.2 Site Plan 34 16.3 Site Photographs 34 16.4 Historical Research Documentation (Aerials, Topos, Sanborn Maps) 34 16.5 Regulatory Records Documentation (EDR Database) 34 16.6 Interview Documentation 34 16.7 Prior Environmental Reports and Documentation 34 Phase I Environmental Site Assessment Page | 1 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 1.0 EXECUTIVE SUMMARY 1.1 Property Description Property Name Pacific Center Property Address 1041 and 1065 North PacifiCenter Drive and 1071 and 1081 North Tustin Avenue Anaheim, California 92806 Prepared For Hines 2800 Post Oak Boulevard Houston, Texas 70056 Prepared By Marci Magaw, Vice President Gabion Real Estate Advisors Transaction Type Acquisition Report Type Phase I Environmental Site Assessment Property Tour Date August 25, 2016 1.2 Property Summary Acceptable Routine Solution Additional Action Recommendation Property History Yes NA None Current Use Yes NA None Adjoining Properties Yes NA None Site Reconnaissance Yes NA None Petroleum or Chemical Storage Tanks Yes NA None Hazardous Substances Management Yes NA None Interior Site Conditions Yes NA None Exterior Site Conditions Yes NA None Regulatory Review Yes NA None Non-Scope Items Yes NA None Phase I Environmental Site Assessment Page | 2 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 1.3 Summary of Findings and Opinions Constructed circa 1990-1991, Pacific Center consists of two approximately rectangular- shaped, single-story retail buildings, a 2-story flex building, and a 4-story class “A” office building. The buildings total a reported 143,560 rentable square feet (according to the provided Rent Rolls), and are located on a combined 15.54-acre parcel of land at 1041 and 1065 North PacifiCenter Drive and 1071 and 1081 North Tustin Avenue in Anaheim, California. Based upon provided information, the 1041 building (flex building) includes 25,952 rentable square feet, the 1065 building (office building) includes 94,518 rentable square feet, and the 1071 and 1081 buildings (retail buildings) contain 10,761 and 12,329 rentable square feet, respectively. The flex building is fully occupied by North American Video Corp. The office building is occupied by the State of California, Aeries Software Inc., Hagerman & Company Inc., Bentley Systems Incorporated, Cingular Wireless, and Clear Wireless LLC. The retail buildings are partially occupied by Employbridge LLC, RealiTee Golf, Ghassan & Ryan Salloum, Kari Nguyen, O.D., Tony Nguyen, DDS, and Anaheim University. Located at the southwest corner of East La Palma Avenue and North Tustin Avenue, the site is situated on the north side of Highway 91 (Riverside Freeway), approximately 5 miles northeast of Interstate 5, approximately 6 miles east of downtown Anaheim, and approximately 30 miles southeast of downtown Los Angeles. Surface parking is provided for approximately 795 vehicles in open parking lots throughout the Property. A review of aerial photographs, historical topographic maps, and city directory listings shows that the Property was developed with orchards from the late 1930s until the 1960s when it transitioned to vacant land. The Property remained comprised of vacant land until 1990 when construction began on the existing buildings. The surrounding areas were also developed with orchards from the late 1930s until the 1960s when they transitioned to vacant land. In the early 1960s, the adjoining properties to the south were developed with Riverside Freeway. Adjoining properties to the north, east, and west were developed with commercial and residential buildings beginning in early the 1970s. A review of standard state and federal environmental agency records for the Property and surrounding properties did not identify any evidence of existing, controlled, or historical recognized environmental conditions, environmental concerns, or de minimis conditions. Owing to current use, there are no tenants conducting environmentally sensitive activity that would reasonably be expected to present an environmental issue of concern. 1.4 Conclusions and Recommendations The conduct and completion of this assessment process revealed no evidence of recognized environmental conditions in connection with the Property. Phase I Environmental Site Assessment Page | 3 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 During this assessment process, no environmental issues of concern were identified at the Property or from adjoining properties. No further inquiry is reasonably warranted as of the date of this report. This executive summary does not contain all of the information that is included in the full report. Due to this fact, it is recommended that the report be read in its entirety in order to obtain an adequate understanding of the Property and the information provided, and to ensure that any decisions or actions resulting from the use of this report are taken based upon a complete understanding of conditions at the Property and at surrounding properties. Phase I Environmental Site Assessment Page | 4 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 2.0 INTRODUCTION This Phase I Environmental Site Assessment report has been prepared for the sole use of Hines. The report provides the results for the Phase I Environmental Site Assessment undertaken at Pacific Center, located at 1041 and 1065 North PacifiCenter Drive and 1071 and 1081 North Tustin Avenue in Anaheim, California, and referred to in this report as the “Property.” 2.1 Purpose and Scope The purpose of a Phase I Environmental Site Assessment is to identify, to the extent feasible pursuant to the process prescribed in ASTM Standard E1527-13, evidence of recognized environmental conditions (RECs) in connection with the Property. ASTM Standard E1527-13 is intended to permit the user to satisfy one of the requirements to qualify for the “landowner liability protections” or LLPs, which is the practice that constitutes “all appropriate inquiries” into the prior ownership and uses of the property consistent with good commercial or customary practice. However, the practices set forth in ASTM Standard E1527-13 do not address whether requirements in addition to “all appropriate inquiries” have been met in order to qualify for LLPs. The goal of conducting a Phase I Environmental Site Assessment is to identify recognized environmental conditions (RECs) in connection with the Property. The ASTM Standard E1527-13 defines a recognized environmental condition as “the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment. De minimis conditions are not recognized environmental conditions.” In addition to identifying evidence of RECs in connection with the Property, a Phase I Environmental Site Assessment can prove to be a beneficial means for evaluating business environmental risks and potential asset management issues at the Property. However, an evaluation of business environmental risks associated with a parcel of commercial real estate may necessitate investigation beyond that identified in ASTM Standard E1527-13. The scope of this Phase I Environmental Site Assessment includes, but is not limited to, the following four components described in ASTM Standard E1527-13: records review including a review of available historical and regulatory records, site reconnaissance undertaken on August 25, 2016, interviews, and the evaluation and report. The practices outlined in ASTM Standard E1527-13 do not include any testing or sampling of materials (for example, soil, water, air, or building materials). An evaluation involving compliance with fire safety, land use, zoning, wetlands, or similar laws was not included in this assessment. There may be additional issues or conditions at a property that are outside the scope of ASTM Standard E1527-13, including mold, asbestos-containing building materials, lead- based paint, etc. These non-scope considerations are discussed in Section 9.0 of this report. Phase I Environmental Site Assessment Page | 5 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 2.2 Significant Assumptions, Limitations, and Exceptions This Phase I Environmental Site Assessment is site-specific in that it relates to the assessment of environmental conditions on the specific parcel of commercial real estate located at 1041 and 1065 North PacifiCenter Drive and 1071 and 1081 North Tustin Avenue in Anaheim, California. In addition to the limitations set forth in various sections of ASTM Standard E1527-13, the accuracy and completeness of this report could be limited due to a lack of information obtained, or inaccurate information obtained from other parties. An environmental professional is not required to verify independently the information provided by others but may rely on the information provided unless the environmental professional has actual knowledge that certain information is incorrect or unless it is obvious that certain information is incorrect based on other information obtained during the Phase I Environmental Site Assessment. No environmental site assessment can wholly eliminate uncertainty regarding the potential for recognized environmental conditions in connection with a property. Performance of this practice is intended to reduce, but not eliminate, uncertainty regarding the potential for recognized environmental conditions in connection with a property, and this practice recognizes reasonable limits on time and cost. This assessment focused on potential sources of hazardous substances and petroleum products that could be considered a recognized environmental condition and a potential liability due to their presence in significant concentrations or due to the potential for migration of contamination through exposure pathways. This assessment does not involve a consideration of materials that contain substances that are not currently deemed hazardous by federal or state environmental regulatory agencies. 2.3 User Reliance This Phase I Environmental Site Assessment Report has been prepared for the sole use of Hines. Reliance or use of this report by anyone other than Hines is prohibited. Third party reliance letters may be issued on request and upon payment of a prearranged fee for such letters. Phase I Environmental Site Assessment Page | 6 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 2.4 Special Terms and Conditions The preparation of this assessment was undertaken in accordance with the care and skill generally exercised by reputable professionals under the charge of Gabion REA. No other warranty, either expressed or implied, is made as to the professional advice or recommendations presented throughout the report. In order to qualify for “landowner liability protections” or LLPs, the “all appropriate inquiries (AAI)” rule, specifies that inquiries must be undertaken within a one-year period prior to the acquisition date. The acquisition date is defined as the date on which the title to the property is transferred. To ensure full coverage of the AAI rule, a valid Phase I ESA must be completed within a twelve-month period prior to transfer of the title. The AAI rule also requires the following Phase I ESA components to be updated if they were completed more than 180 days prior to the title transfer: site inspection, interviews, review of regulatory records, search for environmental liens, environmental professional signature. 2.5 Additional Non-Scope Considerations The ASTM Standard E1527-13 does not require an assessment of non-scope considerations and no implication is intended as to the relative importance of inquiry into such non-scope considerations. However, an assessment of non-scope considerations is useful when assessing business risks and potential management issues associated with commercial real estate transactions. The ASTM Standard E1527-13 acknowledges the fact that certain business risks associated with a property’s current or planned use could have a material environmental or environmentally driven impact on the business or real estate transaction. Formal inspections, including sampling and analysis of suspect materials, were outside the scope of this Phase I Environmental Site Assessment. A partial evaluation of non-scope items is provided in Section 9.0 of this report. Phase I Environmental Site Assessment Page | 7 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 3.0 SITE DESCRIPTION 3.1 Site Location The buildings are located on a combined 15.54-acre parcel of land at 1041 and 1065 North PacifiCenter Drive and 1071 and 1081 North Tustin Avenue in Anaheim, California. Located at the southwest corner of East La Palma Avenue and North Tustin Avenue, the site is situated on the north side of Highway 91 (Riverside Freeway), approximately 5 miles northeast of Interstate 5, approximately 6 miles east of downtown Anaheim, and approximately 30 miles southeast of downtown Los Angeles. A legal description of the Property was not provided to Gabion REA. 3.2 Site Description and Current Use Site Address 1041 and 1065 North PacifiCenter Drive and 1071 and 1081 North Tustin Avenue Anaheim, California 92806 Property Type Mixed-Use including retail, flex and low-rise Office Buildings, 1 to 4 Stories Improvements Two retail buildings, one flex building, and one office building totaling 143,560 NSF (per Rent Rolls) Utilities Water Service: Anaheim Utilities Sanitary Sewer: Anaheim Utilities Natural Gas: The Gas Company Electric Service: Anaheim Utilities Trash Collection: Anaheim Utilities Land Area 15.54 acres (per Offering Memorandum and ALTA Survey) Building Age Approximately 25 years Zoning SP 2015-1 – Anaheim Canyon Specific Plan, Development Area DA3, Mixed Use Current Tenant and Site Use The flex building is fully occupied by North American Video Corp. The office building is occupied by the State of California, Aeries Software Inc., Hagerman & Company Inc., Bentley Systems Incorporated, Cingular Wireless, and Clear Wireless LLC. The retail buildings are partially occupied by Employbridge LLC, RealiTee Golf, Ghassan & Ryan Salloum, Kari Nguyen, O.D., Tony Nguyen, DDS, and Anaheim University. Phase I Environmental Site Assessment Page | 8 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 Past Tenants and Prior Site Use A review of historical references shows that the Property was developed with orchards from the late 1930s until the 1960s when it transitioned to vacant land. The Property remained comprised of vacant land until 1990 when construction began on the existing buildings. Constructed circa 1990-1991, Pacific Center consists of two approximately rectangular- shaped, single-story retail buildings, a 2-story flex building, and a 4-story class “A” office building. The buildings total a reported 143,560 rentable square feet (according to the provided Rent Rolls). Based upon provided information, the 1041 building (flex building) includes 25,952 rentable square feet, the 1065 building (office building) includes 94,518 rentable square feet, and the 1071 and 1081 buildings (retail buildings) contain 10,761 and 12,329 rentable square feet, respectively. Surface parking is provided for approximately 795 vehicles in open parking lots throughout the Property. The Property is generally flat and has been graded to slope away from the building. A review of the topographic map indicates that the area in the general vicinity of the Property is relatively flat and sloping in a west-southwesterly direction. It is assumed that the flow direction of the shallow groundwater is approximately the same as the slope of the pre-developed surface topography. All municipal utilities are provided to the building. Storm water is directed from parking areas via concrete swales to curb inlets that connect to the municipal storm sewer system. The elevation of the Property is approximately 240 feet above mean sea level. 3.3 Surrounding Properties Description and Current Use A visual inspection of the following surrounding properties was undertaken. North Restaurant and East La Palma Avenue followed by office/industrial uses and a service station East Small retail building and North Tustin Avenue, followed by office/industrial and retail uses South Retail and hotel followed by Riverside Freeway West Rail line then multi-family and flex buildings followed by North Grove Street The Property is situated within an area primarily developed with commercial and residential buildings. No evidence of hazardous substance releases was identified during the visual inspection of surrounding properties. None of the adjoining properties appear to be a major concern for potential off-site impact to the Property based upon current use of the adjoining properties. Phase I Environmental Site Assessment Page | 9 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 4.0 USER PROVIDED INFORMATION ASTM Standard E1527-13 outlines certain tasks that should be undertaken by the user of the report that will aid in identifying the possibility of recognized environmental conditions in connection with the Property. A User Questionnaire was provided to the user in order to assist in gathering information that may be material to identifying recognized environmental conditions at the Property. This section summarizes user-provided information obtained by Gabion REA in connection with this report. The answers provided in the User Questionnaire have been incorporated into this report. 4.1 Title Records, Environmental Liens, or Activity and Use Limitations Title and judicial records should be reviewed by the user of this report in order to determine if any environmental liens or activity and use limitations (AULs) have been recorded against the Property. It is the responsibility of the user to report any environmental liens or AULs identified during their review of title and judicial records to the environmental professional. Gabion REA was not provided with any title or judicial records for review. The user reported no knowledge of environmental liens or AULs in connection with the Property. 4.2 Specialized Knowledge and Commonly Known or Reasonably Ascertainable Information If the user is aware of any specialized knowledge or experience that is material to identifying recognized environmental conditions in connection with the Property, it is the user’s responsibility to communicate that information to the environmental professional before site reconnaissance activity is undertaken. Additionally, if the user is aware of any commonly known or reasonably ascertainable information within the local community about the Property that is material to identifying recognized environmental conditions in connection with the Property, it is also the user’s responsibility to communicate such information to the environmental professional before site reconnaissance activity. No information regarding specialized knowledge or experience and commonly known or reasonably ascertainable information in connection with the Property was reported by the user or obtained by Gabion REA. 4.3 Valuation Reduction for Environmental Issues The user bears the responsibility to consider the relationship of the purchase price of the Property to the fair market value of the Property, if the Property was not affected by hazardous substances or petroleum products. Gabion REA was not provided with a property appraisal for review. Phase I Environmental Site Assessment Page | 10 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 ASTM Standard E1527-13 does not require that a real estate appraisal be obtained in order to ascertain fair market value of the Property. No information was provided by the user indicating that the appraised value of the Property has been reduced as a result of environmental conditions. 4.4 Owner, Property Manager, and Occupant Information The following individuals were contacted and/or interviewed by Gabion REA during the site visit or report preparation: Interviewee Position Company Contact Info Ms. Deborah Morris Property Manager PMRG 714-600-6869 Mr. Scott Collins Assistant Property Manager PMRG 714-721-2697 Mr. Daniel Olvera Engineer Able Engineering 714-287-0903 During interviews with property representatives, no knowledge of environmental conditions at the Property were reported. All interviewees were knowledgeable and forthcoming with information concerning the Property. While information provided in interviews is taken on good faith that it is accurate, we make every effort to verify the accuracy of the provided information through the course of our analysis. Tenants or occupants were unavailable for interview during site reconnaissance activity. 4.5 Reason for Undertaking Phase I Environmental Site Assessment This Phase I Environmental Site Assessment was undertaken with the intent of satisfying one of the requirements to qualify for LLPs to CERCLA liability, and to identify potential environmental conditions that could materially impact the operation of the business associated with the Property. Phase I Environmental Site Assessment Page | 11 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 5.0 RECORDS REVIEW 5.1 Review of Standard Federal and State Environmental Record Sources Current standard federal and state environmental record sources were reviewed to assist in identifying potential recognized environmental conditions in connection with the Property and surrounding properties. Regulatory records were obtained from a search undertaken by Environmental Data Resources, Inc. (EDR). The database review was undertaken in accordance with ASTM Standard E1527-13 and in conformance with the approximate minimum search distance (AMSD). The number of listed sites identified at the Target Property and within the AMSD are summarized below: DATABASE TARGET PROPERTY (TP) SEARCH DISTANCE (MILES) < 1/8 1/8 - ¼ ¼ - ½ ½ - 1 FEDERAL RECORDS: NR = Not Requested, TP = Target Property National Priorities List (NPL) 1.0 0 0 0 0 Delisted NPL 1.0 0 0 0 0 FEDERAL FACILITY 0.5 0 0 0 NR SEMS (formerly CERCLIS) 0.5 0 0 0 NR SEMS-ARCHIVE 0.5 0 0 2 NR Corrective Action Report (CORRACTS) 1.0 1 0 1 0 RCRA-TSDF 0.5 1 1 1 NR RCRA Large Quantity Generator (LQG) 0.25 1 5 NR NR RCRA Small Quantity Generator (SQG) 0.25 6 20 NR NR RCRA Conditionally Exempt SQG 0.25 0 0 NR NR RCRA Non Generator (Nongenre) 0.25 1 3 NR NR ERNS TP NR NR NR NR HMIRS TP NR NR NR NR US ENG CONTROLS 0.5 0 0 0 NR US INST CONTROLS 0.5 0 0 0 NR FINDS/ICIS TP NR NR NR NR US AIRS TP NR NR NR NR Department of Defense Sites (DOD) 1.0 0 0 0 0 Formerly Used Defense Sites (FUDS) 1.0 0 0 0 0 US BROWNFIELDS 0.5 0 0 0 NR Consent Decrees (CONSENT) 1.0 0 0 0 0 Records of Decision (ROD) 1.0 0 0 0 0 STATE AND LOCAL RECORDS: ENVIROSTOR 1.0 2 3 7 6 RESPONSE 1.0 1 0 0 1 SLIC 0.5 0 0 3 NR CORTESE 0.5 0 0 0 NR HIST CORTESE 0.5 4 3 5 NR SWF/LF 0.5 0 0 0 NR Underground Storage Tanks (UST) 0.25 3 6 NR NR Facility Inventory (CA FID UST) 0.25 2 3 NR NR Historical UST (HIST UST) 0.25 3 4 NR NR SWEEPS UST 0.25 2 3 NR NR Leaking Storage Tanks (LUST) 0.5 8 6 7 NR Phase I Environmental Site Assessment Page | 12 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 Aboveground Storage Tanks (AST) 0.25 1 0 NR NR HAZNET TP NR NR NR NR SPILLS TP NR NR NR NR Proposition 65 (Notify 65) 1.0 0 0 0 0 Activity and Use Limitations (AUL) 0.5 0 0 0 NR Voluntary Cleanup Program (VCP) 0.5 0 0 0 NR DEED 0.5 0 0 0 NR EMI TP NR NR NR NR 2020 COR ACTION 0.25 1 0 NR NR Hazardous Waste Permit (HWP) 1.0 1 1 2 1 Hazardous Waste Transporter (HWT) 0.25 0 2 NR NR HIST Cal-Sites 1.0 0 0 0 1 BOND EXP. PLAN 1.0 0 0 0 1 DRYCLEANERS 0.25 0 0 NR NR TRIBAL RECORDS: INDIAN RESERV 1.0 0 0 0 0 INDIAN LUST 0.5 0 0 0 NR INDIAN UST 0.25 0 0 NR NR EDR PROPRIETARY RECORDS: Manufactured Gas Plants 1.0 0 0 0 0 EDR Historical Auto Stations 0.125 8 NR NR NR EDR Historical Cleaners 0.125 0 NR NR NR One unmappable (orphan) site was identified in the database findings. Unmappable (orphan) sites cannot be mapped due to inaccurate or incomplete address information. However, based on the available information and presumed location of the orphan site, no adverse environmental impacts would be expected in connection with the orphan site. 5.2 Findings for Target Property The Property was identified in the following databases during the environmental records review. Target Details: Cleaners Plus 1071 N Tustin No 107 Anaheim, California Database Listing(s): RCRA- SQG, FINDS/ECHO This site appears in the RCRA Small Quantity Generator (CESQG) database. RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). SQGs generate between 100 kg and 1,000 kg of hazardous waste per month. The site’s listing in the RCRA- SQG database results in the same site being listed in the EPA’s FINDS/ECHO database. According to the RCRA-SQG database, Cleaners Plus (EPA ID: CAD983586520) was registered as a generator of hazardous waste from 1991 to 1997. Records obtained from the California Department of Toxic Substances Control (DTSC) indicate that the facility generated between 0.195 and 0.800 tons of liquid containing halogenated organic compounds from 1993-1995. No notices of violation, incidents of releases or enforcement actions were reported. It is likely that the hazardous waste was generated during dry-cleaning activity undertaken on site from spent halogenated solvents (namely perchloroethylene). Currently, there are no tenants at the Property that conduct dry-cleaning activities. Phase I Environmental Site Assessment Page | 13 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 Based upon this information and the relatively short duration of dry-cleaning activities undertaken on site, no adverse environmental impacts are expected from this former generator and a regulatory agency file review is not reasonably warranted. 5.3 Findings for Adjoining Properties Adjoining properties, as defined in ASTM Standard E1527-13, were identified on state databases during the environmental records review and are discussed below. Property Address: General Electric International Inc 3601 E La Palma Avenue Anaheim, California Location: Adjoining to the northwest, beyond the rail road track and East La Palma Avenue Property Details: Facility ID: CAD030584502 Topographic Location: Crossgradient This site appears in multiple state and federal database listings due to the former and current use of the site by General Electric as a maintenance and repair shop for industrial and utility electrical equipment such as large motors, generators, transformers, and circuit breakers. The site is listed in the following databases: CORRACTS, RCRA-TSDF, RCRA-LQG, CA RESPONSE, CA ENVIROSTOR, CA LUST, CA HIST CORTESE, CA AST, CA HIST UST, CA Orange Co. Industrial Site, US FIN ASSUR, 2020 COR ACTION, CA EMI, and CA HWP. Please refer to the accompanying EDR database for a description of records maintained in each database. Due to large number of database listings for this site, the information contained in each database will not be discussed separately, but a summary of the information is provided below. According to state and federal environmental databases and information obtained online from the Florida Department of Environmental Protection, the facility is permitted as a hazardous waste generator due to maintenance activities undertaken on site that generate hazardous wastes such as solvents, naptha, paints, varnishes, thinners, glass beads, petroleum products, soldering flux, and contaminated rags. This site has a history of soil contamination from polychlorinated biphenyls (PCBs). Currently, GE is conducting clean up in the area referred to as Area of Concern #3 under an Expedited Remedial Action Plan program. The AOC-3 area is located offsite along the eastern boundary of the facility within the railroad right-of-way. GE is in the process of negotiating purchase of the right-of- way from the Orange County Transportation Authority (OCTA). Only soil impacts from PCBs have been reported at this site and no groundwater impacts have been reported. Based upon this information, no adverse environmental impacts are expected from this site and a regulatory agency file review is not reasonably warranted. Property Address: Unilocal #5214/5215 3731 E La Palma Avenue Anaheim, California Location: Adjoining to the north, beyond East La Palma Avenue Property Details: Facility ID: 083001379T Topographic Location: Upgradient This site appears in multiple state and federal database listings due to the former and current use of the site as a gasoline station. The site is listed in the following databases: CA LUST, CA UST, CA SWEEPS UST, CA HIST CORTESE, CA FID UST, CA HAZNAT, CA HIST UST, AND EDR Hist Auto. Please refer to the accompanying EDR database for a description of records maintained in each database. Phase I Environmental Site Assessment Page | 14 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 Due to large number of database listings for this site, the information contained in each database will not be discussed separately, but a summary of the information is provided below. According to state and federal environmental databases and information obtained online from the Florida Department of Environmental Protection, soil contamination was reported to the Santa Ana Regional Water Quality Control Board and the City of Anaheim in November of 1989 during UST closure activities. These activities included the removal of four USTs. The extent of the soil contamination was delineated and five soil borings and one groundwater monitoring well were completed. The impacted soil was removed and no impacts to groundwater were documented. Case closure was obtained from the City of Anaheim in October of 1995. No additional releases have been reported at this time. Based upon this information, no adverse environmental impacts are expected from this former release and a regulatory agency file review is not reasonably warranted. Property Address: B and R Industries (Sub- Lessee) 3611 E La Palma Avenue Anaheim, California Location: Adjoining to the north, beyond East La Palma Avenue Property Details: Facility ID: 67880, 002ED5F Topographic Location: Upgradient This site appears Historical Underground Storage Tank (HIST UST) database, which contains a historical listing of USTS sites obtained from the California State Water Resources Control Board. The site is also listed in the Waste Discharge System (WDS) database, which contains and inventory of sites that have been issued waste discharge requirements from the State Water Resources Control Board. According to HIST UST database, three 500 gallon USTs were installed at the site in 1982. One UST was utilized for waste oil and the other two contained product. Based upon the limited information provided, it is possible that these USTs remain in use at the site. No releases have been reported in connection with these USTs. According to the WDS database, this facility is an active facility with a continuous or seasonal discharge that is under the Waste Discharge Requirements. No violations have been reported in connection with the WDS requirements. Based upon this information, no adverse environmental impacts are expected from this former release and a regulatory agency file review is not reasonably warranted. Property Address: 1030 Grove Street Anaheim, California Location: Adjoining to the west, beyond the rail road track Property Details: Facility ID: N/A Topographic Location: Crossgradient This site appears in the EDR Exclusive Historic Gas Stations database. EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and activity that typically create environmental concerns, but may not show up in current government records searches. Phase I Environmental Site Assessment Page | 15 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 According to the EDR Exclusive Historic Gas Stations database, this site appears as GM Automatic Transmission in the 2003, 2004, and 2005 business directory listings. This facility does not appear in any local, state or federal environmental regulatory databases searched by EDR. Based upon this information, no adverse environmental impacts are expected from this site and no regulatory files appear to exist at this time. 5.4 Findings for Surrounding Properties within the AMSD of the Target Property Surrounding properties within the AMSD were identified on state databases during the environmental records review. However, these sites were not discussed because they were not located within close proximity to the Property (within 1/8 mile) or they would not be expected to cause any adverse environmental impacts to the Property due to separation distance, hydraulic gradient in relation to the Property, and or case closure has been obtained. 5.5 Review of Additional Environmental Record Services A request was submitted to the City of Anaheim in order to obtain any records of environmental concern to the Property such as underground storage tanks, chemical storage areas, hazardous spills, or fire code violations. To date, a response to this request has yet to be received. Upon receiving a response, any adverse information regarding the Property will be forwarded under separate cover. 5.6 Physical Setting Sources Information concerning the physical setting of the Property was obtained from the following sources: Environmental Data Resources, Inc., the Groundwater Atlas of the United States, Segment 1, California, et al, Hydrologic Investigations Atlas 730-B, 1995, by the U.S. Geological Survey, and USGS Current 7.5 Minute Topographic Maps. According to Environmental Database Resources, Orange County, California, classifies the major soil association on the Property primarily as urban land. According to information obtained from the Ground Water Atlas of the United States, Segment 1, California, et al, Hydrologic Investigations Atlas 730-B, 1995, by the U.S. Geological Survey, the Property is situated within the Pacific Border Physiographic Province. Several coastal mountain ranges underlain by severely folded, faulted, commonly metamorphosed marine and continental sediments, form the Pacific Border Physiographic Province. The intermontane basins in the coastal mountains of California are structural troughs or depressions that parallel the coastline and formed as a result of folding and faulting. Most of the folds and faults trend northwestward and result from the deformation of older rocks by the intense pressures of colliding continental plates. Phase I Environmental Site Assessment Page | 16 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 The rocks that underlie the basins and form the surrounding mountains are primarily marine sediments and metamorphic and igneous rocks, all of which are of Mesozoic age but locally include rocks of Cenozoic age. The basins are partly filled with unconsolidated and semiconsolidated marine sedimentary rocks that were deposited during periodic encroachment of the sea and with un-consolidated continental deposits that consist of weathered igneous and sedimentary rock material which was transported into the basins primarily by mountain streams. In the basins just north of San Francisco Bay, permeable basalt and tuff compose a portion of the materials overlying the older consolidated rocks. In most basins, however, almost all of the permeable material consists of unconsolidated continental deposits, primarily sand and gravel. The Property is situated in the Coastal Basins aquifers. The Coastal Basins aquifers occupy a number of basins in coastal areas from northern to southern California and have similar morphology and a Mediterranean climate. All are in structural depressions formed by folding and faulting, all are filled with marine and alluvial sediments, and all are drained by streams that contain water at least part of the year. Nearly all the large population centers are located in these basins, and the available ground water is used primarily for municipal supplies. In most of the basins, however, population has grown to such an extent that local ground-water supplies are no longer adequate, and surface water must be transported from distant sources to meet demand. Ground water in the basins is under unconfined to confined conditions, and two or more vertically sequential aquifers can be present in a basin, separated by confining units that consist of fine-grained sediments. In nearly all basins that contain more than one aquifer, however, the aquifers are hydraulically connected to some degree. Seawater intrusion is a common problem in nearly all the Coastal Basins aquifers. According to information obtained from topographic maps, the area in the general vicinity of the Property is relatively flat and sloping in a west-southwesterly direction. It is assumed that the flow direction of the shallow groundwater is approximately the same as the slope of the pre-developed surface topography. The closest bodies of water are in the form of man-made ponds and lakes located within ¼ mile east and south of the Property. Phase I Environmental Site Assessment Page | 17 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 6.0 HISTORICAL USE INFORMATION 6.1 Review of Aerial Photographs Aerial photographs for the years 1938, 1946, 1952, 1963, 1966, 1972, 1977, 1985, 1989, 1990, 1995, 2005, 2009, 2010, and 2012, were obtained from Environmental Data Resources, Inc. The following aerial photographs were reviewed in order to determine the historical use of the Property and surrounding properties and for evidence of environmental concerns in connection with the Property and surrounding properties. Year Description 1938 The Property and adjoining properties are comprised of orchards with rural residences present to the northwest, east, and southeast. A rail road track is visible to the west of the Property and roads have been constructed to the north and east of the Property. 1946 – 1952 The Property and adjoining properties remain relatively unchanged. 1963 The Property has transitioned to vacant land. The rail road spur remains visible to the west of the Property followed by a mix of vacant land and land developed with orchards. The adjoining properties to the north and northwest remain developed with orchards. Rural residences remain visible to the east and southeast. Riverside Freeway has been constructed to the south of the Property followed by orchards and gravel pits. 1966 The Property remains comprised of vacant land. The adjoining properties to the west and north have transitioned to vacant land with small commercial buildings present to the northeast. Rural residences and orchards remain visible to the east and southeast. The adjoining properties to the south, beyond Riverside Freeway, remain developed with gravel pits. 1972 The Property remains comprised of vacant land. All major roads adjoining the Property have been constructed. The adjoining properties to the northwest and west have been developed with commercial buildings. 1977 The Property remains comprised of vacant land. Additional commercial buildings have been constructed to the southwest and north of the Property. 1985 The Property remains comprised of vacant land. The adjoining properties to the north, east and west have been developed with commercial and residential buildings. Riverside Freeway remains visible to the south followed by a pond. 1989 The Property and adjoining properties remain relatively unchanged. Phase I Environmental Site Assessment Page | 18 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 1990 The Property has been cleared for development and is undergoing construction with the office building and retail buildings. The adjoining properties to the southeast have been cleared for development. 1995 The Property has been developed with the existing office building, flex building, and retail buildings. The adjoining properties to the north, east and west remain developed with commercial and residential buildings. Riverside Freeway remains visible to the south vacant land. The adjoining properties to the southeast remain comprised of cleared land. 2005 The Property and adjoining properties to the north, west, and east remain relatively unchanged. The adjoining properties to the southeast have been developed with commercial buildings. 2009 - 2012 The Property and adjoining properties remain relatively unchanged. 6.2 Review of Historical Topographic Maps Historical topographic maps for the years 1896, 1898, 1901, 1902, 1932, 1935, 1942, 1949, 1950, 1964, 1972, and 1981, were obtained from Environmental Data Resources, Inc. The following topographic maps were reviewed in order to determine the historical use of the Property and surrounding properties and for evidence of environmental concerns in connection with the Property and surrounding properties. Year Description 1896 – 1902 Details were not visible due to the scale of the topographic maps. 1932 No building structures are visible on the Property. Rural residences are present to the northwest, east, and southeast of the Property. A rail road track is shown to the west of the Property and roads are visible to the north and east. 1942 Orchards are shown on the Property and adjoining properties with rural residences remaining present to the northwest, east, and southeast of the Property. The rail road track remains visible to the west of the Property and roads remain present to the north and east. 1949 – 1950 The Property and adjoining properties remain relatively unchanged. 1964 Orchards are no longer visible on the Property or adjoining properties to the north and west. 1972 No building structures are visible on the Property. All major roads adjoining the Property have been constructed. A rail road track remains present to the west of the Property. The adjoining properties to the northwest and west have been developed with commercial buildings. Rural residences remain visible to the east and southeast. Gravel pits are present to the south of the Property, beyond Riverside Freeway. 1981 No building structures are visible on the Property. Additional commercial buildings have been constructed to the north and northwest of the Property. Phase I Environmental Site Assessment Page | 19 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 6.3 Review of Sanborn Fire Insurance Maps Sanborn fire insurance maps were not available for the Property and surrounding properties. 6.4 Review of City Directories City directory listings for the years 1920-2013, were obtained from Environmental Data Resources, Inc. The following city directory listings were reviewed in order to determine the historical use of the Property and surrounding properties and for evidence of environmental concerns in connection with the Property and surrounding properties. Year Listing Description 1995 American Chicle, Branch Offices, Catellus Development Corporation, Impact Media, Insight for Living, Merrill Lynch, Wamer Lambert Co CHPG (1065 N PacifiCenter Drive) 2003 Apollo Management Curacare, Cool Strategies Inc, Curacare Inc, Financial Planning Ministry, Insite for Living, Merrill Lynch Anaheim Office, Merrill Lynch Pierce Fnr Smith, Mylex Corp (1065 N PacifiCenter Drive) 2008 Alliance IM, Fremont Investment & Loan, Medical Consultants Imaging Co (1065 N PacifiCenter Drive) 2013 AIS Technology, Church Development Fund, Eagle Software, Hagerman & Company, State of California (1065 N PacifiCenter Drive) 6.5 Summary of Historical Use A review of aerial photographs, historical topographic maps, and city directory listings shows that the Property was developed with orchards from the late 1930s until the 1960s when it transitioned to vacant land. The Property remained comprised of vacant land until 1990 when construction began on the existing buildings. The surrounding areas were also developed with orchards from the late 1930s until the 1960s when they transitioned to vacant land. In the early 1960s, the adjoining properties to the south were developed with Riverside Freeway. The adjoining properties to the north, east, and west were developed with commercial and residential buildings beginning in early the 1970s. During review of historical information, no evidence of recognized environmental conditions was identified at the Property or surrounding properties. 6.6 Prior Environmental Reports No prior environmental reports were provided for review. Phase I Environmental Site Assessment Page | 20 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 7.0 SITE RECONNAISSANCE 7.1 Methodology and Limiting Conditions The principal objective of site reconnaissance activity is to obtain information indicating the likelihood of identifying recognized environmental conditions in connection with the Property. Site reconnaissance activity included both a visual and physical observation of structures located on the Property to the extent that there were no limitations or obstructions (bodies of water, adjacent building, rain, snow, or other obstacles). Mr. Terry Harvey of Gabion REA undertook a tour of the Property and surrounding properties on August 25, 2016. Mr. Collins assisted Gabion REA during site reconnaissance activity and provided Gabion REA with access to the buildings. Weather conditions during site reconnaissance activity were partly cloudy skies with temperatures near 80 degrees Fahrenheit. No limiting conditions such as site access restrictions were encountered during site reconnaissance activity. 7.2 General Site Setting and Current Use Constructed circa 1990-1991, Pacific Center consists of two approximately rectangular- shaped, single-story retail buildings, a 2-story flex building, and a 4-story class “A” office building. The buildings total a reported 143,560 rentable square feet (according to the provided Rent Rolls), and are located on a combined 15.54-acre parcel of land at 1041 and 1065 North PacifiCenter Drive and 1071 and 1081 North Tustin Avenue in Anaheim, California. Based upon provided information, the 1041 building (flex building) includes 25,952 rentable square feet, the 1065 building (office building) includes 94,518 rentable square feet, and the 1071 and 1081 buildings (retail buildings) contain 10,761 and 12,329 rentable square feet, respectively. The flex building is fully occupied by North American Video Corp. The office building is occupied by the State of California, Aeries Software Inc., Hagerman & Company Inc., Bentley Systems Incorporated, Cingular Wireless, and Clear Wireless LLC. The retail buildings are partially occupied by Employbridge LLC, RealiTee Golf, Ghassan & Ryan Salloum, Kari Nguyen, O.D., Tony Nguyen, DDS, and Anaheim University. Located at the southwest corner of East La Palma Avenue and North Tustin Avenue, the site is situated on the north side of Highway 91 (Riverside Freeway), approximately 5 miles northeast of Interstate 5, approximately 6 miles east of downtown Anaheim, and approximately 30 miles southeast of downtown Los Angeles. Surface parking is provided for approximately 795 vehicles in open parking lots throughout the Property. The Property is generally flat and has been graded to slope away from the building. A review of the topographic map indicates that the area in the general vicinity of the Property is relatively flat and sloping in a west-southwesterly direction. It is assumed that the flow direction of the shallow groundwater is approximately the same as the slope of the pre-developed surface topography. Phase I Environmental Site Assessment Page | 21 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 Storm water is directed from parking areas via concrete swales to curb inlets that connect to the municipal storm sewer system. The elevation of the Property is approximately 240 feet above mean sea level. All municipal utilities are provided to the building. Heating and cooling of the building is achieved through electricity and natural gas. The utility providers at the Property were identified as follows: Electric Service Anaheim Utilities Natural Gas The Gas Company Sanitary Sewer Anaheim Utilities Water Service Anaheim Utilities Trash Collection Anaheim Utilities 7.3 Interior and Exterior Observations of Current Site Conditions On-site visual reconnaissance included interior and exterior observations of current conditions at the Property. Interior observations consisted of viewing the interior of the building, including but not limited to, accessible common areas, maintenance and repair areas, boiler rooms, and a representative sample of occupant spaces. Exterior observations included walking along the exterior portions and perimeter boundary of the Property in order to visually observe the Property and surrounding properties for indications of environmental concerns. 7.3.1 Polychlorinated Biphenyls (PCBs) According to the Environmental Protection Agency, manufacturing of PCBs was banned in 1979 due to adverse health effects and the chemical’s environmental persistence and ease of bioaccumulation. Transformers, capacitors, and other electrical equipment manufactured prior to the late 1970s could potentially contain PCBs. Electrical or hydraulic equipment suspected to contain PCBs was not identified during site reconnaissance activity. Anaheim Utilities provides underground electrical service pad-mounted transformers located throughout the Property. No “Non-PCB” labels were identified on the transformer. Anaheim Utilities owns the transformers and is responsible for addressing any leaks or spills associated with the transformers. The transformers appeared to be in good condition and no visual or olfactory evidence of releases or corrosion was identified during site reconnaissance activities. Phase I Environmental Site Assessment Page | 22 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 Three Schindler hydraulic elevators provide passenger service to all floors of the office building. The flex building is equipped with one Thyssen Krupp hydraulic elevator with a 4,500 pound rated capacity. The observed elevator equipment rooms were clean with no evidence of significant leaking or spilled hydraulic fluid. Access to the elevator pits was not provided. 7.3.2 Hazardous Substances and Petroleum Products No large amounts of hazardous substances or petroleum products are currently used, treated, stored, disposed of, or generated at the Property. Typical amounts of household cleaning products and maintenance chemicals were identified during the site visit. Best management practices appeared to be in place at the Property for the storage and use of household cleaning supplies, lubricants, etc. No improper use or disposal of chemicals was identified during site reconnaissance activity. During a review of historical maps and regulatory records no signs or structures were identified indicating prior usage, generation or disposal of any hazardous substances or petroleum products at the Property. No containers or drums containing unidentified substances, hazardous substances, or petroleum products were identified during site reconnaissance activity. 7.3.3 Storage Tanks No indication of Underground Storage Tanks (USTs), including vent pipes, fill pipes, or access ways, was identified during site reconnaissance activity. A Genset emergency generator serves the flex building tenant. The generator was manufactured in 2001, and is maintained by the tenant. The generator is equipped with a diesel belly tank. The capacity of the belly tank was unknown. No staining or evidence of a past release was prior in the vicinity of the emergency generator and associated belly tank. 7.3.4 Unidentified Substance Containers No unidentified substance containers were identified during site reconnaissance activity. 7.3.5 Drains, Sumps, Pits, Ponds, Lagoons or Wells Floor drains were identified in the restrooms and mechanical areas at the Property. No corrosion or staining was identified in the areas surrounding the drains. No sumps, ponds, lagoons, or wells were identified during site reconnaissance activity. Access to the elevator pits was not provided. Phase I Environmental Site Assessment Page | 23 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 7.3.6 Odors and Air Emissions No strong, pungent, or noxious odors were identified during site reconnaissance activity. No stacks or vents associated with significant sources of air emissions were identified. 7.3.7 Pools of Liquid or Standing Water No standing surface water or pools containing liquids likely to be hazardous substances or petroleum products were identified during site reconnaissance activity. 7.3.8 Solid Waste Dumping, Landfills, or Suspected Fill Materials No areas that were apparently filled or graded by non-natural causes (or filled by fill of unknown origin) suggesting trash construction debris, demolition debris, solid waste disposal, or mounds or depressions suggesting trash or other solid waste disposal were identified during site reconnaissance activity. 7.3.9 Interior Corrosion and Staining No significant areas of staining or corrosion on the floors, walls, or ceilings were identified during site reconnaissance activity. 7.3.10 Stressed Vegetation No areas of stressed vegetation (from something other than insufficient water) were identified during site reconnaissance activity. 7.3.11 Stained Soil or Pavement Other than minimal amounts of pavement staining due to small leaks from parked vehicles, no other areas of stained soil or pavement were identified during site reconnaissance activity. 7.3.12 Wastewater and Septic Systems Other than the discharges associated with the sanitary sewer system, no wastewater discharges or septic systems were identified during site reconnaissance activity. Storm water is directed from parking areas via concrete swales to curb inlets that connect to the municipal storm sewer system. Phase I Environmental Site Assessment Page | 24 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 8.0 INTERVIEWS Reasonable attempts were made to interview past and present owners of the Property, the key Property manager, past and present occupants, and if necessary, state and local government officials. The object of the interviews is to obtain information indicating recognized environmental conditions in connection with the Property and to provide further details regarding historical use of the Property. Information gathered from these interviews has been incorporated into the relevant sections of this report. The following individuals were interviewed: Interviewee Position Company Contact Info Ms. Deborah Morris Property Manager PMRG 714-600-6869 Mr. Scott Collins Assistant Property Manager PMRG 714-721-2697 Mr. Daniel Olvera Engineer Able Engineering 714-287-0903 Phase I Environmental Site Assessment Page | 25 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 9.0 ADDITIONAL NON-SCOPE CONSIDERATIONS The ASTM Standard E1527-13 does not require an assessment of non-scope considerations and no implication is intended as to the relative importance of inquiry into such non-scope considerations. However, an assessment of non-scope considerations is useful when assessing business risks and potential management issues associated with commercial real estate transactions. The ASTM Standard E1527-13 acknowledges that some substances may be present on a property in quantities and under conditions that may lead to contamination of the property or of nearby properties but are not included in CERCLA’s definition of hazardous substances or do not otherwise present potential CERCLA liability. Formal inspections, including sampling and analysis of suspect materials, were outside the scope of this Phase I Environmental Site Assessment. The following non-scope items were considered during site reconnaissance activity and report preparation but were not fully evaluated as part of this Phase I Environmental Site Assessment. Non-Scope Items Comments Mold and Indoor Air Quality A visual mold survey of readily accessible areas was undertaken during site reconnaissance activity. No evidence of visible mold growth was identified and no indoor air quality issues were identified. Gabion was not contracted, nor did we undertake testing for the presence of mold at the Property. Asbestos-Containing Materials (ACM) During site reconnaissance activity, a visual assessment of readily accessible building materials was undertaken in order to identify any suspect ACM. No areas containing suspect ACM were identified during site reconnaissance activity. The buildings were constructed circa 1991 and therefore, we have no reasonable expectation that ACM is present at the Property. Radon Radon testing was outside the scope of this Phase I ESA. According to information obtained from Environmental Data Resources, Inc., the zip code for the Property is located within EPA Radon Zone 3, which has a level of less than 2.0 picocuries per liter (pCi/L). Available radon testing information for this area indicated that first floor level radon readings were 1.00 pCi/L. Based upon the EDR information, it is unlikely that elevated levels of radon gas are present at the Property. Lead-Based Paint The buildings were constructed circa 1991 and therefore, we have no reasonable expectation that lead-based paint is present at the Property. A visual assessment was undertaken during site reconnaissance activity, and no areas of significant flaking or delaminated painted surfaces were identified. Lead in Drinking Water Municipal water is supplied by the City of Anaheim. Federal, state, and local authorities require suppliers to perform routine sampling and testing in order to assess water quality for drinkability and contaminants. Phase I Environmental Site Assessment Page | 26 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 Wetlands According to information obtained from Environmental Data Resources, Inc., and the National Wetlands Inventory (NWI) map, the Property and adjoining properties are not located in an area mapped by the NWI. No obvious indications of wetlands were identified during site reconnaissance activity. Flood Plain Per FEMA Flood Insurance Rate Map 06059C0152J, dated December 3, 2009, the site is located in Zone X500L (shaded), which are areas inundated by 500-year flooding. This information was derived from the Flood Insights website. Regulatory Compliance Regulatory compliance was not considered during site reconnaissance activity and report preparation. No obvious instances of regulatory non- compliance were identified during site reconnaissance activity. Phase I Environmental Site Assessment Page | 27 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 10.0 SUMMARY OF FINDINGS AND OPINIONS Constructed circa 1990-1991, Pacific Center consists of two approximately rectangular-shaped, single-story retail buildings, a 2-story flex building, and a 4-story class “A” office building. The buildings total a reported 143,560 rentable square feet (according to the provided Rent Rolls), and are located on a combined 15.54-acre parcel of land at 1041 and 1065 North PacifiCenter Drive and 1071 and 1081 North Tustin Avenue in Anaheim, California. Based upon provided information, the 1041 building (flex building) includes 25,952 rentable square feet, the 1065 building (office building) includes 94,518 rentable square feet, and the 1071 and 1081 buildings (retail buildings) contain 10,761 and 12,329 rentable square feet, respectively. The flex building is fully occupied by North American Video Corp. The office building is occupied by the State of California, Aeries Software Inc., Hagerman & Company Inc., Bentley Systems Incorporated, Cingular Wireless, and Clear Wireless LLC. The retail buildings are partially occupied by Employbridge LLC, RealiTee Golf, Ghassan & Ryan Salloum, Kari Nguyen, O.D., Tony Nguyen, DDS, and Anaheim University. Located at the southwest corner of East La Palma Avenue and North Tustin Avenue, the site is situated on the north side of Highway 91 (Riverside Freeway), approximately 5 miles northeast of Interstate 5, approximately 6 miles east of downtown Anaheim, and approximately 30 miles southeast of downtown Los Angeles. Surface parking is provided for approximately 795 vehicles in open parking lots throughout the Property. A review of aerial photographs, historical topographic maps, and city directory listings shows that the Property was developed with orchards from the late 1930s until the 1960s when it transitioned to vacant land. The Property remained comprised of vacant land until 1990 when construction began on the existing buildings. The surrounding areas were also developed with orchards from the late 1930s until the 1960s when they transitioned to vacant land. In the early 1960s, the adjoining properties to the south were developed with Riverside Freeway. The adjoining properties to the north, east, and west were developed with commercial and residential buildings beginning in early the 1970s. A review of standard state and federal environmental agency records for the Property and surrounding properties did not identify any evidence of existing, controlled, or historical recognized environmental conditions, environmental concerns, or de minimis conditions. Owing to current use, there are no tenants conducting environmentally sensitive activity that would reasonably be expected to present an environmental issue of concern. Phase I Environmental Site Assessment Page | 28 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 11.0 CONCLUSIONS AND RECOMMENDATIONS We have undertaken a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E1527 of 1041 and 1065 North PacifiCenter Drive and 1071 and 1081 North Tustin Avenue in Anaheim, California, the Property. Any exceptions to, or deletions from, this practice are described in Section 12.0 of this report. This assessment has revealed no evidence of recognized environmental conditions in connection with the Property. 11.1 Environmental Concerns at the Property No environmental concerns were identified at the Property. 11.2 Environmental Concerns from Adjoining Properties No environmental concerns from adjoining properties were identified during this assessment. 11.3 Recommendations No further inquiry is reasonably warranted as of the date of this report. Phase I Environmental Site Assessment Page | 29 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 12.0 DATA GAPS AND DEVIATIONS 12.1 Data Gaps Data gaps are encountered due to the lack or inability to obtain information required by ASTM Standard E 1527 and 40 CFR Part 312. Data gaps may result from the incompleteness of information obtained from site reconnaissance activity, interviews, or historical information. Data failure is a type of data gap that occurs when the historical research objectives are not achieved after reviewing standard historical sources that are reasonably ascertainable and likely to be useful. Data failure was encountered during the review of standard historical sources including but not limited to aerial photographs, fire insurance maps, historical topographic maps and city directories. Additionally, data failure was encountered when attempting to obtain contact information for past owners of the Property, which was not readily available. This data failure does not represent a significant data gap and does not affect the ability of the environmental professional to identify potential recognized environmental conditions at the Property. A data gap by itself is not inherently significant and is not uncommon in trying to identify the use of the Property at five-year intervals back to first use or 1940 (whichever is earlier). 12.2 Deviations No significant additions, deviations, or deletions to ASTM Standard E1527-13 were encountered. This assessment was undertaken in accordance with the standards outlined in ASTM Standard E1527-13. No constraints were imposed by Hines during the preparation of this report. Phase I Environmental Site Assessment Page | 30 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 13.0 REFERENCES The following references were utilized in preparation of the Phase I Environmental Site Assessment: Ø “Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process,” Designation: E1527-13, ASTM International. Ø “Standards and Practices for All Appropriate Inquiry; Final Rule,” Environmental Protection Agency, 40 CFR Part 312, November 1, 2005. Ø Ground Water Atlas of the United States, Segment 1, California, et al, Hydrologic Investigations Atlas 730-B, 1995, United States Geological Survey. Ø Topographic Maps (EDR). United States Geologic Survey, Orange, California (1981). Ø Aerial Photographs (EDR). Ø Sanborn Fire Insurance Map – No Coverage Record. Sanborn Map Company (EDR). Ø Environmental Data Resources, Inc., Radius Map Report, dated August 17, 2016 (Inquiry No. 4702912.2s). Ø Environmental Data Resources, Inc., The EDR-City Directory Abstract, dated August 17, 2016 (Inquiry No. 4702912.5). Phase I Environmental Site Assessment Page | 31 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 14.0 ENVIRONMENTAL PROFESSIONAL SIGNATURE We have undertaken the Phase I Environmental Site Assessment in general conformance with the “Standards and Practices for All Appropriate Inquiries” set forth in 40 CFR Part 312 and the “Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process” designated as ASTM Standard E1527-13. The following statements are required by 40 CFR 312.21(d) for the environmental professional responsible for conducting the Phase I Environmental Site Assessment and preparing the report. We declare that, to the best of our professional knowledge and belief, we meet the definition of Environmental Professional as defined in §312.10 of 40 CFR 312. We have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. We have conducted / completed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. Reviewed by: Mandi York, Sr. Vice President myork@gabionrea.com Prepared by: Marci Magaw, Vice President mmagaw@gabionrea.com Phase I Environmental Site Assessment Page | 32 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 15.0 QUALIFICATIONS 15.1 Marci Magaw, VP EXPERIENCE Marci has over twelve years of experience in the environmental field and routinely conducts Phase I Environmental Site Assessments and other environmental investigations for clients in the commercial real estate arena. As a trained auditor of Environmental Management Systems (ISO 14001), Marci is experienced in conducting audits of government facilities in order to determine conformance with ISO 14001 and applicable environmental rules and regulations. Marci also participates in training government representatives in the following areas: Hazardous Materials Coordinator Training, Hazardous Materials Transporter Training, Large Quantity and Small Quantity Generator Training, and Hazardous Materials Awareness Training. Marci is experienced in preparing Waste Minimization Plans and Large Quantity Generator Contingency Plans for federal facilities. Prior to conducting Phase I Environmental Site Assessments, Marci served as an Environmental Investigator III for the Texas Commission on Environmental Quality’s (TCEQ) Air Program in Waco, Texas from late 2003 to July 2006. As an Environmental Investigator, Marci was responsible for conducting technical investigations, collecting and analyzing air, soil, and other environmental samples, and determining compliance with air permits and state/federal environmental regulations. During her time at the TCEQ, Marci also assisted the agency in responding to emergency incidents and spills while on call. EDUCATION University of North Texas, Denton, Texas Professional Science Master’s Degree in Environmental Science Baylor University, Waco, Texas Bachelor of Arts, Majors – Environmental Studies and Political Science TRAINING 40-Hour HAZWOPER and Annual 8-Hour OSHA Refresher Certification Visible Emissions Evaluator and Basic Air Investigator Certification ISO-00700: National Incident Management System Training Competent in Management Systems Auditing, Environmental Management Systems (ISO 14001), and Leading Management System Audit Teams Phase I Environmental Site Assessment Page | 33 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 15.2 Mandi York, SVP EXPERIENCE Mandi has over ten years of experience in the environmental field and conducts Phase I Environmental Site Assessments and other environmental investigations for clients in the commercial real estate arena. Prior to conducting Phase I Environmental Site Assessments, Mandi was employed as a Storm Water Specialist for the City of Plano, Texas, Storm Water Program and was responsible for ensuring compliance with Plano’s Municipal Separate Storm Sewer System Storm Water Permit. As a Storm Water Specialist, Mandi performed site inspections of city facilities and regulated industrial facilities in Plano, conducted wet and dry weather sampling events at storm water outfalls, responded to emergency incidents that threatened the integrity of Plano’s storm drain system, and developed Best Management Practices for targeted business. Prior to employment with the City of Plano, Mandi formerly served as an Environmental Investigator I for the Texas Commission on Environmental Quality’s (TCEQ) Air Program in Lubbock, Texas. As an Environmental Investigator, Mandi was responsible for conducting technical investigations, collecting and analyzing air, soil, and other environmental samples, and determining compliance with air permits and state/federal environmental regulations. Mandi also assisted the agency in responding to emergency incidents and spills while on call. EDUCATION Baylor University, Waco, Texas Bachelor of Arts, Majors – Environmental Studies and Political Science Phase I Environmental Site Assessment Page | 34 Gabion Real Estate Advisors PacifiCenter – Anaheim, California GREA-098-16 16.0 EXHIBITS 16.1 Site (Vicinity) Map 16.2 Site Plan 16.3 Site Photographs 16.4 Historical Research Documentation (Aerials, Topos, Sanborn Maps) 16.5 Regulatory Records Documentation (EDR Database) 16.6 Interview Documentation 16.7 Prior Environmental Reports and Documentation 16.1 Site (Vicinity) Map 1041 N Pacificenter Dr, Anaheim, CA 92806 Type your notes here. © 2016 HERE© 2016 HERE 500 feet500 feet 100 m100 m Page 1 of 1Bing Maps -Directions, trip planning, traffic cameras & more 9/6/2016https://www.bing.com/mapspreview?FORM=Z9LH2 16.2 Site Plan feet meters 1000 300 16.3 Site Photographs SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 11 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 1. Front view, northeast side, of office building 2. Southwest side of office building and ADA parking 3. Side view of office building 4. Office building lobby entrance 5. North side of flex building 6. East side of flex building SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 22 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 7. South side of flex building 8. Front view of 1081 retail building 9. Rear view of 1081 retail building 10. Front view of 1071 retail building 11. Rear view of 1071 retail building 12. Deteriorated mortar joints at decorative tiles SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 33 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 13. Shrunken gaskets at storefront 14. Wet sealing at storefront glazing 15. Poor application of storefront wet seal 16. Makeshift transfer grill in storefront frame 17. Sheltered retail storefront 18. Office building roof SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 44 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 19. Minor damage at rooftop mechanical screen 20. Parapet, drainage, window washing davit and tie- back 21. Roof and HVAC equipment at flex building, skylights 22. Minor patching around HVAC equipment 23. Roof hatch without guardrail 24. Retail building roof and HVAC equipment SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 55 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 25. Retail building roof, standing seam metal decorative tower beyond 26. Constricted gutter discharge from decorative tower roof 27. Peeling paint at coping 28. Retail building roof and HVAC equipment 29. Ponding at 1071 retail building roof 30. Roof and HVAC equipment SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 66 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 31. Soft spot in roof substrate over restaurant 32. Grease on roof adjacent to kitchen hood 33. Deteriorated roof coating 34. Flex building roof framing 35. Flex building roof framing, note retrofitted steel channels at left 36. Retail building roof framing SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 77 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 37. Office building lobby 38. Lobby restroom entrance 39. Worn finish on restroom door 40. Damaged tile below hand dryer 41. Damaged tile at partition 42. ADA toilet stall SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 88 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 43. Upper elevator lobby 44. Common corridor 45. Upper floor restroom interior 46. Restroom lavatories 47. ADA toilet stall 48. Office building tenant interior SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 99 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 49. Office building tenant interior 50. Office building tenant interior 51. Office building tenant interior 52. Flex building office interior 53. Flex building tenant kitchenette 54. Vacant retail tenant interior SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 1100 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 55. Vacant retail space, damaged flooring 56. Retail tenant restroom 57. Retail tenant interior 58. Office building elevator cab 59. Elevator control panel 60. Elevator machinery SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 1111 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 61. Flex building elevator cab 62. Elevator control panel 63. Elevator machinery 64. Electric freight lift 65. Office building domestic water heater 66. Retail tenant domestic water heater SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 1122 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 67. Office building rooftop package unit 68. Office building heating boiler 69. Office building fire alarm equipment 70. Fire sprinkler equipment 71. Flex building fire alarm equipment 72. Fire sprinkler equipment SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 1133 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 73. Retail building fire alarm equipment 74. Fire sprinkler equipment 75. Pull station and strobe alarm at office building 76. Electrical equipment at office building 77. Electrical equipment at flex building 78. Emergency generator outside flex building SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 1144 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 79. Retail building electrical equipment 80. Retail tenant electrical panel 81. Retail building electrical equipment 82. Copper branch wiring 83. Representative parking and drive area pavement 84. Deteriorated pavement at retail parking area SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 1155 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 85. Sidewalk trip hazard along curb 86. Sidewalk trip hazard adjacent to backflow preventer 87. Property identification monument sign 88. Monument directional sign 89. Trash and generator enclosure 90. ADA parking SSIITTEE PPHHOOTTOOGGRRAAPPHHSS PPhhaassee II EEnnvviirroonnmmeennttaall SSiittee AAsssseessssmmeenntt PP aa gg ee || 1166 GGaabbiioonn RReeaall EEssttaattee AAddvviissoorrss PPAACCIIFFIICC CCEENNTTEERR GGRREEAA 009988--1166 91. ADA parking, non-compliant curb ramp 92. Restroom entrance area, non-compliant drinking fountain 16.4 Historical Research Documentation (Aerials, Topos, Sanborn Maps) Certified Sanborn® Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 August 17, 2016 4702912.3 Certified Sanborn® Map Report Certified Sanborn Results: Disclaimer - Copyright and Trademark Notice EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. page- The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866™ Limited Permission To Make Copies Sanborn® Library search results Certification # Contact:EDR Inquiry # Site Name: Client Name: PO # Project 08/17/16 Pacificenter Gabion Real Estate Advisors 1041, 1065, 1071, and 1081 N Pacificenter Dr9649 Rockpoint Court Anaheim, CA 92806 Dallas, TX 75238 4702912.3 Travis Littlefield The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Gabion Real Estate Advisors were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. 5F66-4312-8008 NA GREA-0XX-16 UNMAPPED PROPERTY This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found. Certification #: 5F66-4312-8008 Gabion Real Estate Advisors (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request. This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2016 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 4702912 3 2 The EDR Aerial Photo Decade Package Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 August 17, 2016 4702912.9 Contact:EDR Inquiry # Search Results: Disclaimer - Copyright and Trademark Notice EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. page- Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Year Details SourceScale EDR Aerial Photo Decade Package Site Name: Client Name: 2012 1"=500'Flight Year: 2012 USDA/NAIP 2010 1"=500'Flight Year: 2010 USDA/NAIP 2009 1"=500'Flight Year: 2009 USDA/NAIP 2005 1"=500'Flight Year: 2005 USDA/NAIP 1995 1"=500'Acquisition Date: October 03, 1995 USGS/DOQQ 1990 1"=500'Flight Date: September 06, 1990 USDA 1989 1"=500'Flight Date: August 03, 1989 USDA 1985 1"=500'Flight Date: September 13, 1985 USDA 1977 1"=500'Flight Date: January 18, 1977 EDR Proprietary Brewster Pacific 1972 1"=500'Flight Date: October 30, 1972 USGS 1966 1"=500'Flight Date: April 16, 1966 USGS 1963 1"=500'Flight Date: February 28, 1963 USGS 1952 1"=500'Flight Date: December 12, 1952 USDA 1946 1"=500'Flight Date: December 29, 1946 USGS 1938 1"=500'Flight Date: June 21, 1938 USDA 08/17/16 Pacificenter Gabion Real Estate Advisors 1041, 1065, 1071, and 1081 N Pacificenter Dr9649 Rockpoint Court Anaheim, CA 92806 Dallas, TX 75238 4702912.9 Travis Littlefield This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2016 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 4702912 9 2 4702912.9 2012 = 500' 4702912.9 2010 = 500' 4702912.9 2009 = 500' 4702912.9 2005 = 500' 4702912.9 1995 = 500' 4702912.9 1990 = 500' 4702912.9 1989 = 500' 4702912.9 1985 = 500' 4702912.9 1977 = 500' 4702912.9 1972 = 500' 4702912.9 1966 = 500' 4702912.9 1963 = 500' 4702912.9 1952 = 500' 4702912.9 1946 = 500' 4702912.9 1938 = 500' EDR Historical Topo Map Report Inquiry Number: 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com with QuadMatch™ Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 August 17, 2016 4702912.4 EDR Historical Topo Map Report EDR Inquiry # Search Results: P.O.# Project: Maps Provided: Disclaimer - Copyright and Trademark Notice EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. page- Coordinates: Latitude: Longitude: UTM Zone: UTM X Meters: UTM Y Meters: Elevation: Contact: Site Name: Client Name: 2012 1981 1972 1964 1950 1949 1942 1935 1932 1902 1901 1898 1896 08/17/16 Pacificenter Gabion Real Estate Advisors 1041, 1065, 1071, and 1081 N Pacificenter Dr9649 Rockpoint Court Anaheim, CA 92806 Dallas, TX 75238 4702912.4 Travis Littlefield EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Gabion Real Estate Advisors were identified for the years listed below. EDR’s Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s. NA 33.853852 33° 51' 14" North GREA-0XX-16 -117.839841 -117° 50' 23" West Zone 11 North 422308.87 3746268.78 240.00' above sea level This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2016 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. 4702912 4 2 page Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. - 2012 Source Sheets 2012 Orange 7.5-minute, 24000 2012 Yorba Linda 7.5-minute, 24000 1981 Source Sheets 1981 Orange 7.5-minute, 24000 Photo Revised 1981 Aerial Photo Revised 1978 1981 Yorba Linda 7.5-minute, 24000 Photo Revised 1981 Aerial Photo Revised 1979 1972 Source Sheets 1972 Orange 7.5-minute, 24000 Photo Revised 1972 Aerial Photo Revised 1972 1972 Yorba Linda 7.5-minute, 24000 Photo Revised 1972 Aerial Photo Revised 1972 1964 Source Sheets 1964 Orange 7.5-minute, 24000 Aerial Photo Revised 1963 1964 Yorba Linda 7.5-minute, 24000 Aerial Photo Revised 1963 4702912 4 4 page Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. - 1950 Source Sheets 1950 Orange 7.5-minute, 24000 Aerial Photo Revised 1946 1950 Yorba Linda 7.5-minute, 24000 Aerial Photo Revised 1946 1949 Source Sheets 1949 Yorba Linda 7.5-minute, 24000 Aerial Photo Revised 1946 1949 Orange 7.5-minute, 24000 Aerial Photo Revised 1946 1942 Source Sheets 1942 Anaheim 15-minute, 62500 Aerial Photo Revised 1939 1935 Source Sheets 1935 Orange 7.5-minute, 31680 4702912 4 5 page Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. - 1932 Source Sheets 1932 Orange 7.5-minute, 31680 1902 Source Sheets 1902 Corona 30-minute, 125000 1901 Source Sheets 1901 Anaheim 15-minute, 62500 1898 Source Sheets 1898 Anaheim 15-minute, 62500 4702912 4 6 page Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. - 1896 Source Sheets 1896 Anaheim 15-minute, 62500 4702912 4 7 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 2012 0 Miles 0.25 0.5 1 1.5 Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 Gabion Real Estate Advisors TP, Orange, 2012, 7.5-minute N, Yorba Linda, 2012, 7.5-minute 4702912 4 8 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1981 0 Miles 0.25 0.5 1 1.5 Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 Gabion Real Estate Advisors TP, Orange, 1981, 7.5-minute N, Yorba Linda, 1981, 7.5-minute 4702912 4 9 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1972 0 Miles 0.25 0.5 1 1.5 Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 Gabion Real Estate Advisors TP, Orange, 1972, 7.5-minute N, Yorba Linda, 1972, 7.5-minute 4702912 4 10 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1964 0 Miles 0.25 0.5 1 1.5 Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 Gabion Real Estate Advisors TP, Orange, 1964, 7.5-minute N, Yorba Linda, 1964, 7.5-minute 4702912 4 11 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1950 0 Miles 0.25 0.5 1 1.5 Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 Gabion Real Estate Advisors TP, Orange, 1950, 7.5-minute N, Yorba Linda, 1950, 7.5-minute 4702912 4 12 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1949 0 Miles 0.25 0.5 1 1.5 Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 Gabion Real Estate Advisors TP, Orange, 1949, 7.5-minute N, Yorba Linda, 1949, 7.5-minute 4702912 4 13 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1942 0 Miles 0.25 0.5 1 1.5 Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 Gabion Real Estate Advisors TP, Anaheim, 1942, 15-minute 4702912 4 14 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1935 0 Miles 0.25 0.5 1 1.5 Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 Gabion Real Estate Advisors TP, Orange, 1935, 7.5-minute 4702912 4 15 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1932 0 Miles 0.25 0.5 1 1.5 Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 Gabion Real Estate Advisors TP, Orange, 1932, 7.5-minute 4702912 4 16 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1902 0 Miles 0.25 0.5 1 1.5 Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 Gabion Real Estate Advisors TP, Corona, 1902, 30-minute 4702912 4 17 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1901 0 Miles 0.25 0.5 1 1.5 Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 Gabion Real Estate Advisors TP, Anaheim, 1901, 15-minute 4702912 4 18 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1898 0 Miles 0.25 0.5 1 1.5 Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 Gabion Real Estate Advisors TP, Anaheim, 1898, 15-minute 4702912 4 19 Historical Topo Map page SITE NAME: ADDRESS: CLIENT: This report includes information from the following map sheet(s). - EW SW S SE NW N NE 1896 0 Miles 0.25 0.5 1 1.5 Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 Gabion Real Estate Advisors TP, Anaheim, 1896, 15-minute 4702912 4 20 Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 Inquiry Number: 4702912.5 August 17, 2016 The EDR-City Directory Abstract 6 Armstrong Road Shelton, CT 06484 800.352.0050 www.edrnet.comEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources Inc TABLE OF CONTENTS SECTION Executive Summary Findings City Directory Images Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2016 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.’s (EDR) City Directory Abstract is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s City Directory Abstract includes a search and abstract of available city directory data. For each address, the directory lists the name of the corresponding occupant at five year intervals. Business directories including city, cross reference and telephone directories were reviewed, if available, at approximately five year intervals for the years spanning 1920 through 2013. This report compiles information gathered in this review by geocoding the latitude and longitude of properties identified and gathering information about properties within 660 feet of the target property. A summary of the information obtained is provided in the text of this report. RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. An "X" indicates where information was identified in the source and provided in this report. Source TPYear Adjoining Text Abstract Source Image 2013 Cole Information Services -X X - Cole Information Services X X X - 2008 Cole Information Services - X X - Cole Information Services X X X - 2003 Cole Information Services - X X - Cole Information Services X X X - 2002 Haines Company - --- 2001 Pacific Telephone - --- 1997 Pacific Bell - --- 1995 Pacific Bell - X X - Pacific Bell X X X - 1992 Pacific Bell - --- 1991 Pacific Bell - X X - 1986 Pacific Bell - X X - 1980 Pacific Telephone - X X - 1975 Luskey Brothers & Co., Inc.- X X - 1971 Luskey Brothers Co., Inc.- --- 1970 General Telephone Co., of California - X X - Ross Publications - X X - 1966 Pacific Telephone - X X - 1965 Ross Publications, Inc.,- --- 1961 Luskey Brothers & Co.,- --- 1960 Unknown - --- 1956 The Pacific Telephone and Telegraph Co.- --- 1955 The Pacific Telephone and Telegraph Co.- --- 4702912-5 Page 1 EXECUTIVE SUMMARY Source TPYear Adjoining Text Abstract Source Image 1952 Luskeys Directory Service Co.---- 1950 West Directory Co.- --- 1946 Southern California Telephone Co.- --- 1945 Western Directory Co.- --- 1941 Southern California Telephone Co.- --- 1936 Western Directory Co.- --- 1930 Western Directory Co.- --- 1926 Pacific Telephone - --- 1925 Western Directory Co.- --- 1922 Kaasen Directory Co.- --- 1921 Western Directory Co.- --- 1920 Santa Ana Directory Co.- --- 4702912-5 Page 2 FINDINGS TARGET PROPERTY INFORMATION ADDRESS 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 FINDINGS DETAIL Target Property research detail. N PACIFIC CENTER DR 1065 N PACIFIC CENTER DR Year Uses Source 1995 Barristers Reporting Service Pacific Bell N PACIFICENTER DR 1065 N PACIFICENTER DR Year Uses Source 2013 AIS TECHNOLOGY Cole Information Services CHURCH DEVELOPMENT FUND Cole Information Services EAGLE SOFTWARE Cole Information Services HAGERMAN & COMPANY Cole Information Services STATE OF CALIFORNIA Cole Information Services 2008 ALLIANCE IM Cole Information Services FREMONT INVESTMENT & LOAN Cole Information Services MEDICAL CONSULTANTS IMAGING CO Cole Information Services 2003 APOLLO MANAGEMENT CURACARE Cole Information Services COOL STRATEGIES INC Cole Information Services CURACARE INC Cole Information Services FINANCIAL PLANNING MINISTRY Cole Information Services INSITE FOR LIVING Cole Information Services MERRILL LYNCH ANAHEIM OFFICE Cole Information Services MERRILL LYNCH PIERCE FNR SMITH Cole Information Services MYLEX CORP Cole Information Services 1995 American Chicle Pacific Bell Branch Oftices Pacific Bell Catellus Development Corporation Pacific Bell Impact Media Pacific Bell Inslght For Living Pacific Bell 4702912-5 Page 3 Year Uses Source FINDINGS Year Uses Source 1995 MERRILL LYNCH Pacific Bell W amer Lambert Co CHPG Pacific Bell 4702912-5 Page 4 FINDINGS ADJOINING PROPERTY DETAIL The following Adjoining Property addresses were researched for this report. Detailed findings are provided for each address. E LA PALMA AVE 3500 E LA PALMA AVE Year Uses Source 2013 ANAHEIM HILLS AUTO BODY Cole Information Services ENTERPRISE RENTACAR Cole Information Services 2003 ANAHEIM HILLS AUTO BODY INC Cole Information Services 3520 E LA PALMA AVE Year Uses Source 2008 STORA PAC Cole Information Services 2003 FOAM PAC Cole Information Services 1995 Foam Pac Pacific Bell 1991 Foam Pac Pacific Bell 3530 E LA PALMA AVE Year Uses Source 2013 STAR RESTORATION INC Cole Information Services 1986 Future Foam Inc Pacific Bell 1975 Athletic Products Division Luskey Brothers & Co., Inc. Plastic Division Luskey Brothers & Co., Inc. Pennsylvania Athletic Products Div Of The General Tire & Rubber Co Luskey Brothers & Co., Inc. 3535 E LA PALMA AVE Year Uses Source 1980 North Supply Company Pacific Telephone 3550 E LA PALMA AVE Year Uses Source 1995 Southern Calif Volleyball Institute Pacific Bell 3560 E LA PALMA AVE Year Uses Source 2013 CROSSINGS THE Cole Information Services 2003 BARSKY FAMILY LP Cole Information Services 1986 Rons Delivery Service Inc Pacific Bell 4702912-5 Page 5 Year Uses Source FINDINGS Year Uses Source 1986 Price W arehouse & Distribution Co Pacific Bell 1980 Distribution Terminal Pacific Telephone Orange Freight Consolidators Warehouse Pacific Telephone 3570 E LA PALMA AVE Year Uses Source 1986 Liquid Carbonic Industrial Medical Corp Pacific Bell 3588 E LA PALMA AVE Year Uses Source 2008 DP INSPECTION INC Cole Information Services 3601 E LA PALMA AVE Year Uses Source 2013 GE FACTORY SERVICE Cole Information Services 2008 GE ENERGY USA Cole Information Services G E CO INC Cole Information Services GENERAL ELECTRIC INTERNATIONAL Cole Information Services 2003 GENERAL ELECTRIC Cole Information Services 1995 GE Apparatus Service Center Pacific Bell 1986 Apparatus Service Shop Pacific Bell 1975 Apparatus Service Shop Luskey Brothers & Co., Inc. 1970 General Eledtric Apparatus Service Shop General Telephone Co., of California 3611 E LA PALMA AVE Year Uses Source 2013 MEADOW BURKE PRODUCTS Cole Information Services 2008 MMI PRODUCTS INC Cole Information Services SALS DIES Cole Information Services SOUTH COAST STEEL SERVICE INC Cole Information Services 2003 MEADOW BURKE PRODUCTS Cole Information Services 1995 South Coast Steel Pacific Bell Meadow Steel Products Pacific Bell 1991 Lee Anderson Furniture Manufacturing Co Pacific Bell Lee Anderson Co Pacific Bell 1986 B & R Industries Pacific Bell Lee Anderson Furniture Manufacturing Co Pacific Bell 1975 Perfect Bindery Inc Luskey Brothers & Co., Inc. 4702912-5 Page 6 Year Uses Source FINDINGS E LA PALMI AVE 3611 E LA PALMI AVE Year Uses Source 1980 Perfect Bndery Inc Pacific Telephone LA PALMA AVE E 3601 LA PALMA AVE E Year Uses Source 1970 GENL ELEC APPARATUS SERV SHOP E LA PALMA ANH Ross Publications N PACIFICENTER DR 1031 N PACIFICENTER DR Year Uses Source 2013 EXTENDED STAY AMERICA ORANGE COUNTY Cole Information Services EXTENDED STAY HOTELS Cole Information Services 2008 DEMO EXPERTS Cole Information Services 2003 EXTENDED STAY AMERICA Cole Information Services W LA PALMA AVE 3604 W LA PALMA AVE Year Uses Source 1966 Richfield Serv Stn Dirs Anaheim Pacific Telephone La Palma & Magnolla Pacific Telephone 4702912-5 Page 7 FINDINGS TARGET PROPERTY: ADDRESS NOT IDENTIFIED IN RESEARCH SOURCE The following Target Property addresses were researched for this report, and the addresses were not identified in the research source. Address Researched Address Not Identified in Research Source 1041, 1065, 1071, and 1081 N Pacificenter Dr 2002, 2001, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 ADJOINING PROPERTY: ADDRESSES NOT IDENTIFIED IN RESEARCH SOURCE The following Adjoining Property addresses were researched for this report, and the addresses were not identified in research source. Address Researched Address Not Identified in Research Source 1031 N PACIFICENTER DR 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3500 E LA PALMA AVE 2008, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3520 E LA PALMA AVE 2013, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3520 E LA PALMA AVE 2013, 2008, 2003, 2002, 2001, 1997, 1992, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3530 E LA PALMA AVE 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3530 E LA PALMA AVE 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3535 E LA PALMA AVE 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3550 E LA PALMA AVE 2013, 2008, 2003, 2002, 2001, 1997, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3560 E LA PALMA AVE 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3560 E LA PALMA AVE 2008, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3570 E LA PALMA AVE 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched Address Not Identified in Research Source 3588 E LA PALMA AVE 2013, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3601 E LA PALMA AVE 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3601 E LA PALMA AVE 2013, 2008, 2003, 2002, 2001, 1997, 1992, 1991, 1980, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3601 LA PALMA AVE E 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3604 W LA PALMA AVE 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3611 E LA PALMA AVE 2013, 2008, 2003, 2002, 2001, 1997, 1992, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3611 E LA PALMA AVE 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 3611 E LA PALMI AVE 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 16.5 Regulatory Records Documentation (EDR Database) FORM-LBC-GXH ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com Pacificenter 1041, 1065, 1071, and 1081 N Pacificenter Dr Anaheim, CA 92806 Inquiry Number: 4702912.2s August 17, 2016 SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 8 Orphan Summary 333 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting SSURGO Soil Map A-6 Physical Setting Source Map A-10 Physical Setting Source Map Findings A-12 Physical Setting Source Records Searched PSGR-1 TC4702912.2s Page 1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2016 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. TABLE OF CONTENTS EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 1 A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 1041, 1065, 1071, AND 1081 N PACIFICENTER DR ANAHEIM, CA 92806 COORDINATES 33.8538520 - 33˚ 51’ 13.86’’Latitude (North): 117.8398410 - 117˚ 50’ 23.42’’Longitude (West): Zone 11Universal Tranverse Mercator: 422307.1UTM X (Meters): 3746074.8UTM Y (Meters): 240 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 5641308 ORANGE, CATarget Property Map: 2012Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT 20140513Portions of Photo from: USDASource: 4702912.2s Page 2 39 ARO SERVICE 1186 N GROVE ST RCRA-LQG, CA HAZNET Higher 793, 0.150, North I38 GOLDEN KRAFT INC 1151 N TUSTIN AV CA LUST, CA HIST UST, CA FID UST, CA EMI, CA HIST... Higher 788, 0.149, NNE G37 ADS GOLD, INC. 3843 E. EAGLE DR RCRA-LQG, CA HWT, CA NPDES Higher 784, 0.148, NE 36 KAISER PERMANENTE 3460 E LA PALMA AVE RCRA-SQG Lower 773, 0.146, WNW H35 PRECISION ANODIZING 1145 N GROVE ST RCRA-SQG, FINDS, ECHO Lower 770, 0.146, NW H34 INTEC PRODUCTS, INC. 1145 N. GROVE STREET CA ENVIROSTOR Lower 770, 0.146, NW G33 J AND J GRAPHICS INC 3840 E EAGLE DR RCRA-SQG, FINDS, ECHO Higher 728, 0.138, NE D32 3470 E LA PALMA AVE EDR Hist Auto Lower 617, 0.117, WNW F31 1133 N TUSTIN AVE EDR Hist Auto Higher 601, 0.114, NNE E30 T & P PLATING 1061 N. GROVE STREET CA ENVIROSTOR, CA NPDES, CA WDS Lower 594, 0.112, West F29 FURNITURE DOCTOR 3703 MELVILLE WAY RCRA-SQG, FINDS, ECHO Higher 592, 0.112, NNE 28 3821 E LA PALMA AVE EDR Hist Auto Higher 579, 0.110, ENE E27 DEKTEL CORPORATION 1061 W GROVE ST RCRA-SQG, FINDS, CA HAZNET, ECHO Lower 532, 0.101, West D26 JOHN B PACE 3501 E LA PALMA AVE CA UST Higher 530, 0.100, NW E25 ARCADIA, INC. 1070 GROVE ST CA LUST, CA Orange Co. Industrial Site, CA HIST... Higher 526, 0.100, West E24 CALIFORNIA EXTRRUSIO 1070 NORTH GROVE ST. RCRA-SQG, FINDS, ECHO Higher 526, 0.100, West E23 ARCADIA, INC. 1070 N GROVE ST CA LUST Higher 526, 0.100, West D22 3500 E LA PALMA AVE EDR Hist Auto Higher 477, 0.090, WNW C21 P C A SYSTEMS INC 1041 N GROVE ST CA UST Higher 456, 0.086, WSW C20 P C A SYSTEMS INC 1041 N GROVE AVE CA SWEEPS UST, CA FID UST Higher 456, 0.086, WSW C19 P C A SYSTEMS INC 1041 GROVE CA LUST Higher 420, 0.080, WSW 18 HOME DEPOT USA HD 66 1011 N TUSTIN AVE RCRA NonGen / NLR, FINDS, ECHO Higher 387, 0.073, ESE 17 B AND R INDUSTRIES ( 3611 EAST LA PALMA A CA HIST UST, CA EMI, CA WDS Higher 383, 0.073, North B16 TEMP POWER SYSTEMS 1111 N TUSTIN RCRA-SQG, FINDS, ECHO Higher 381, 0.072, NE C15 1040 N GROVE ST EDR Hist Auto Higher 328, 0.062, WSW C14 1030 N GROVE ST EDR Hist Auto Higher 328, 0.062, WSW C13 1011 N GROVE ST EDR Hist Auto Higher 318, 0.060, SW C12 P. C. A . SYSTEMS, I 1014 GROVE CA HIST CORTESE Higher 281, 0.053, SW B11 UNION OIL SERVICE ST 3731 LA PALMA CA HIST UST, CA HAZNET Higher 195, 0.037, NE B10 3731 E LA PALMA AVE EDR Hist Auto Higher 195, 0.037, NE B9 UNOCAL #5215 3731 E LA PALMA AVE CA FID UST Higher 195, 0.037, NE B8 UNOCAL #5214 3731 LA PALMA CA LUST, CA HIST CORTESE Higher 195, 0.037, NE B7 TOSCO/76 #5215 3731 EAST LA PALMA A CA LUST Higher 195, 0.037, NE B6 MIKE’S UNOCAL-76 SS# 3731 E LA PALMA AVE CA UST, CA SWEEPS UST Higher 195, 0.037, NE B5 UNOCAL #5214 3731 E LA PALMA AVE CA LUST Higher 195, 0.037, NE B4 SOUTHWEST MATERIAL H 3707 E LA PALMA AVE RCRA-SQG, FINDS, CA HAZNET, ECHO Higher 139, 0.026, NE A3 GENERAL ELECTRIC INT 3601 E. LA PALMA AVE CORRACTS, RCRA-TSDF, RCRA-LQG, CA RESPONSE, CA... Higher 78, 0.015, NNW A2 GENERAL ELECTRIC SER 3601 LA PALMA CA LUST, CA HIST CORTESE Higher 78, 0.015, NNW 1 CLEANERS PLUS 1071 N TUSTIN NO 107 RCRA-SQG, FINDS, ECHO Higher 2, 0.000, MAPPED SITES SUMMARY Target Property Address: 1041, 1065, 1071, AND 1081 N PACIFICENTER DR ANAHEIM, CA 92806 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 4702912.2s Page 3 P78 THE SHERWIN WILLIAMS 3818 EAST CORONADO S CA ENVIROSTOR, CA LUST, CA SLIC, CA HIST CORTESE Higher 1454, 0.275, NNE P77 SPRAY-ON PRODUCTS IN 3818 E CORONADO ST CA LUST, CA Orange Co. Industrial Site Higher 1454, 0.275, NNE P76 DIVERSIFIED BRANDS 3818 CORNODO ST RCRA-TSDF, RCRA-SQG Higher 1454, 0.275, NNE 75 COPPER CLAD MULTILAY 1150 N. HAWK CIR CA ENVIROSTOR Higher 1336, 0.253, NE 74 VECTOR ELECTRONIC CO 3901 E LA PALMA AVE SEMS-ARCHIVE, CORRACTS, RCRA-SQG, CA ENVIROSTOR,...Higher 1327, 0.251, ENE 73 ALTA ROBBINS INC 1187 N TUSTIN RCRA-SQG, FINDS, ECHO Higher 1267, 0.240, NNE O72 MARTIN MECHANICAL 1196 N GROVE UNIT B RCRA-SQG, FINDS, ECHO Higher 1262, 0.239, North 71 WINN ENGINEERING 1199 GROVE ST RCRA-SQG, FINDS, CA EMI, ECHO Higher 1231, 0.233, North N70 CRAFTECH 1196 N OSPREY CIR RCRA-SQG, FINDS, ECHO Higher 1230, 0.233, NE M69 ANVIL ARTS 1137 N FOUNTAIN WAY RCRA-SQG, FINDS, CA HAZNET, ECHO Lower 1208, 0.229, WNW 68 ALL FORD LINCOLN MER 6441 JEFFERSON ST CA UST Higher 1206, 0.228, NNE L67 KRAEMER II MEDICAL O 3430 E LA PALMA RCRA-LQG, FINDS, ECHO Lower 1178, 0.223, West M66 CS8 ELECTRONICS RECY 1146 N FOUNTAIN WAY RCRA NonGen / NLR, FINDS, ECHO Lower 1173, 0.222, NW 65 BEACHPORT 1177 N GROVE ST CA UST, CA EMI, CA NPDES Lower 1144, 0.217, NNW N64 VEECO ELECTRO FAB IN 1176 N OSPREY CIR RCRA-LQG Higher 1116, 0.211, NE N63 MICEL INC 1176 OSPREY CIR RCRA-SQG, CA ENVIROSTOR, CA CHMIRS, CA Orange Co....Higher 1116, 0.211, NE O62 ELECTRO METAL FINISH 1194 N GROVE ST RCRA-SQG, FTTS, HIST FTTS, FINDS, CA EMI, CA... Higher 1108, 0.210, North N61 ZAC INDUSTRIES 1195 OSPREY CIRCLE RCRA-SQG, CA EMI, CA HAZNET Higher 1101, 0.209, NE M60 PLUMBING CONCEPTS IN 1126 N FOUNTAIN WAY CA UST Lower 1076, 0.204, NW L59 WESTERN FAST PRINT 3445 E LA PALMA UNIT RCRA-SQG, FINDS, ECHO Lower 1074, 0.203, WNW L58 KAISER FOUNDATION HO 3440 E LA PALMA RCRA-LQG Lower 1073, 0.203, West J57 CALIFORNIA YACHTS IN 1189 N GROVE ST UNIT RCRA-SQG, FINDS, ECHO Higher 1063, 0.201, NNW J56 HAZ MAT SERVICES, IN 1189 NORTH GROVE STR CA HAULERS, CA HWT Higher 1063, 0.201, NNW K55 ARCIERO & SONS, INC 950 N TUSTIN AVE RCRA-SQG, CA LUST, FINDS, CA HAZNET, ECHO Lower 1050, 0.199, SSE K54 ARCIERO OFFICES 950 TUSTIN AVE CA LUST Lower 1050, 0.199, SSE J53 X- CELL TECH, INC. 1166 GROVE ST CA LUST, CA Orange Co. Industrial Site, CA HIST... Lower 1037, 0.196, NNW J52 CENTURY INDEX 1177 GROVE ST RCRA-SQG, FINDS, ECHO Higher 1034, 0.196, NNW I51 WELLER-WHITE CHEMICA 1171 NO. TUSTIN AV RCRA-SQG Higher 1022, 0.194, NNE I50 BOND WELL ADHESIVES 1171 N TUSTIN AVE CA LUST, CA HIST UST, CA FID UST, CA EMI, CA HIST... Higher 1022, 0.194, NNE I49 BOND WELL ADHESIVES 1171 N TUSTIN AVE CA UST, CA SWEEPS UST Higher 1022, 0.194, NNE J48 QUAD WEST INC DBA OR 1174 N GROVE RCRA NonGen / NLR, FINDS, ECHO Lower 1004, 0.190, NNW J47 ARCHITECTURAL COATIN 1178 N GROVE ST RCRA-SQG, CA HAZNET Higher 941, 0.178, NNW I46 WESTERN WELL TOOL IN 1150 N TUSTIN RCRA-SQG, FINDS, ECHO Higher 926, 0.175, NNE G45 ANAHEIM METAL CO 3873 E EAGLE DR RCRA-SQG, FINDS, ECHO Higher 913, 0.173, NE G44 ANAHEIM METAL CO 3873 E EAGLE DR RCRA-SQG Higher 913, 0.173, NE G43 STREECH ELECTRIC CO 3870 E EAGLE DR CA UST, CA SWEEPS UST, CA HIST UST Higher 872, 0.165, NE G42 STREECH ELECTRIC CO 3870 E EAGLE DR CA FID UST Higher 872, 0.165, NE I41 GOLDEN KRAFT INC 1151 N TUSTIN AV CA UST, CA SWEEPS UST, FINDS, ECHO Higher 834, 0.158, NNE 40 CALPROTECH INC 1166 N GROVE ST RCRA-TSDF, CA ENVIROSTOR, CA LUST, CA HIST UST, CA...Lower 828, 0.157, NW MAPPED SITES SUMMARY Target Property Address: 1041, 1065, 1071, AND 1081 N PACIFICENTER DR ANAHEIM, CA 92806 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS 4702912.2s Page 4 U101 S & S POLISHING & PL 1503 N. MILLER CA ENVIROSTOR, CA Orange Co. Industrial Site Lower 5077, 0.962, NW U100 FORMER S & S POLISHI 1501 NORTH MILLER ST CA ENVIROSTOR Lower 4907, 0.929, NW 99 M-FLEX, INC. 1301 N. DYNAMICS STR RCRA-LQG, CA ENVIROSTOR, CA EMI, CA WDS Lower 4012, 0.760, WNW T98 ORANGE COUNTY STEEL 3200 E FRONTERA RD CA RESPONSE, CA ENVIROSTOR, CA SWF/LF, CA LUST, CA...Lower 3171, 0.601, WSW T97 BUDGET RENT A CAR 3200 LINCOLN BLVD CA LUST, CA FID UST, CA EMI, CA HIST CORTESE, CA... Lower 3171, 0.601, WSW T96 ORANGE COUNTY STEEL 3200 E FRONTERA ROAD CA BOND EXP. PLAN Lower 3171, 0.601, WSW T95 ORANGE COUNTY STEEL 3200 E FRONTERA ST CA HIST Cal-Sites Lower 3171, 0.601, WSW 94 GRANT PISTON RINGS 1360 N. JEFFERSON ST RCRA-SQG, CA ENVIROSTOR, FINDS, CA NPDES, CA WDS,...Higher 3124, 0.592, NNE 93 WESTERN EXTERMINATOR 1321 NORTH JEFFERSON CA ENVIROSTOR Higher 2820, 0.534, NNE S92 FURON CO 3340 E LA PALMA AVE CA LUST, CA HIST UST, CA EMI Lower 2507, 0.475, WSW S91 KILROY INDUSTRIES 3340 LA PALMA CA LUST, CA HIST CORTESE Lower 2507, 0.475, WSW 90 STAINLESS MICRO POLI 1286 N. GROVE ST RCRA-LQG, CA ENVIROSTOR, FINDS, CA NPDES, CA WDS,...Lower 2340, 0.443, NNW 89 ECONOLITE CONTROL PR 3360 EAST LA PALMA A RCRA-SQG, CA SLIC, CA EMI, CA HAZNET Lower 2259, 0.428, West Q88 PACIFIC BELL 3923 E CORONADO ST CA LUST Higher 2050, 0.388, NE R87 ARCO #6079 3901 CA LUST, CA SWEEPS UST, CA HIST CORTESE Higher 2045, 0.387, SSE R86 BILAL KHATIB (ARCO # 3901 E RIVERDALE AVE CA LUST, CA Orange Co. Industrial Site Higher 2045, 0.387, SSE Q85 PACIFIC BELL (CA360/ 3923 E CORONADO ST CA LUST, CA SWEEPS UST, CA FID UST, CA HIST... Higher 1930, 0.366, NE 84 DISC MANUFACTURING, 3400 E. LA PALMA AVE CA ENVIROSTOR Lower 1798, 0.341, West P83 SEAGATE RECORDING ME 3845 E. CORONADO STR CA ENVIROSTOR, CA NPDES, CA WDS Higher 1568, 0.297, NNE 82 PRECISION CHROME PLA 1179 N FOUNTAIN WAY RCRA-LQG, CA ENVIROSTOR, FINDS, CA EMI, CA HAZNET,...Lower 1530, 0.290, NW 81 XERXES CORP 1210 N TUSTIN AVE SEMS-ARCHIVE, RCRA-SQG, CA LUST, CA HIST UST, CA... Higher 1509, 0.286, North P80 THE SHERWIN WILLIAMS 3818 EAST CORONADO S CA HWP Higher 1454, 0.275, NNE P79 SPRAYON PRODUCTS 3818 E CORONADO STRE CA SLIC Higher 1454, 0.275, NNE MAPPED SITES SUMMARY Target Property Address: 1041, 1065, 1071, AND 1081 N PACIFICENTER DR ANAHEIM, CA 92806 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 5 TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL National Priority List Proposed NPL Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Federal Delisted NPL site list Delisted NPL National Priority List Deletions Federal CERCLIS list FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System Federal RCRA generators list RCRA-CESQG RCRA - Conditionally Exempt Small Quantity Generator Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System US ENG CONTROLS Engineering Controls Sites List US INST CONTROL Sites with Institutional Controls Federal ERNS list ERNS Emergency Response Notification System State and tribal leaking storage tank lists INDIAN LUST Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists FEMA UST Underground Storage Tank Listing INDIAN UST Underground Storage Tanks on Indian Land EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 6 State and tribal voluntary cleanup sites CA VCP Voluntary Cleanup Program Properties INDIAN VCP Voluntary Cleanup Priority Listing State and tribal Brownfields sites CA BROWNFIELDS Considered Brownfieds Sites Listing ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites CA WMUDS/SWAT Waste Management Unit Database CA SWRCY Recycler Database INDIAN ODI Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations ODI Open Dump Inventory Local Lists of Hazardous waste / Contaminated Sites US HIST CDL Delisted National Clandestine Laboratory Register CA SCH School Property Evaluation Program CA CDL Clandestine Drug Labs CA Toxic Pits Toxic Pits Cleanup Act Sites US CDL National Clandestine Laboratory Register Local Land Records CA LIENS Environmental Liens Listing LIENS 2 CERCLA Lien Information CA DEED Deed Restriction Listing Records of Emergency Release Reports HMIRS Hazardous Materials Information Reporting System CA MCS Military Cleanup Sites Listing CA SPILLS 90 SPILLS 90 data from FirstSearch Other Ascertainable Records FUDS Formerly Used Defense Sites DOD Department of Defense Sites SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing EPA WATCH LIST EPA WATCH LIST TSCA Toxic Substances Control Act SSTS Section 7 Tracking Systems ROD Records Of Decision RMP Risk Management Plans EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 7 RAATS RCRA Administrative Action Tracking System PRP Potentially Responsible Parties ICIS Integrated Compliance Information System MLTS Material Licensing Tracking System COAL ASH DOE Steam-Electric Plant Operation Data COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database RADINFO Radiation Information Database DOT OPS Incident and Accident Data CONSENT Superfund (CERCLA) Consent Decrees INDIAN RESERV Indian Reservations FUSRAP Formerly Utilized Sites Remedial Action Program UMTRA Uranium Mill Tailings Sites LEAD SMELTERS Lead Smelter Sites US MINES Mines Master Index File UXO Unexploded Ordnance Sites DOCKET HWC Hazardous Waste Compliance Docket Listing CA Cortese "Cortese" Hazardous Waste & Substances Sites List CA CUPA Listings CUPA Resources List CA DRYCLEANERS Cleaner Facilities CA ENF Enforcement Action Listing CA Financial Assurance Financial Assurance Information Listing CA MINES Mines Site Location Listing CA MWMP Medical Waste Management Program Listing CA PEST LIC Pesticide Regulation Licenses Listing CA PROC Certified Processors Database CA Notify 65 Proposition 65 Records CA UIC UIC Listing CA WASTEWATER PITS Oil Wastewater Pits Listing CA WIP Well Investigation Program Case List FUELS PROGRAM EPA Fuels Program Registered Listing EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR Hist Cleaner EDR Exclusive Historic Dry Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives CA RGA LF Recovered Government Archive Solid Waste Facilities List CA RGA LUST Recovered Government Archive Leaking Underground Storage Tank SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 8 STANDARD ENVIRONMENTAL RECORDS Federal CERCLIS NFRAP site list SEMS-ARCHIVE: SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site. A review of the SEMS-ARCHIVE list, as provided by EDR, and dated 03/07/2016 has revealed that there are 2 SEMS-ARCHIVE sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ VECTOR ELECTRONIC CO 3901 E LA PALMA AVE ENE 1/4 - 1/2 (0.251 mi.) 74 192 XERXES CORP 1210 N TUSTIN AVE N 1/4 - 1/2 (0.286 mi.) 81 210 Federal RCRA CORRACTS facilities list CORRACTS: CORRACTS is a list of handlers with RCRA Corrective Action Activity. This report shows which nationally-defined corrective action core events have occurred for every handler that has had corrective action activity. A review of the CORRACTS list, as provided by EDR, and dated 12/09/2015 has revealed that there are 2 CORRACTS sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GENERAL ELECTRIC INT 3601 E. LA PALMA AVE NNW 0 - 1/8 (0.015 mi.) A3 10 VECTOR ELECTRONIC CO 3901 E LA PALMA AVE ENE 1/4 - 1/2 (0.251 mi.) 74 192 Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. A review of the RCRA-TSDF list, as provided by EDR, and dated 12/09/2015 has revealed that there are 3 RCRA-TSDF sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GENERAL ELECTRIC INT 3601 E. LA PALMA AVE NNW 0 - 1/8 (0.015 mi.) A3 10 EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 9 PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ DIVERSIFIED BRANDS 3818 CORNODO ST NNE 1/4 - 1/2 (0.275 mi.) P76 200 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ CALPROTECH INC 1166 N GROVE ST NW 1/8 - 1/4 (0.157 mi.) 40 115 Federal RCRA generators list RCRA-LQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. A review of the RCRA-LQG list, as provided by EDR, and dated 12/09/2015 has revealed that there are 6 RCRA-LQG sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GENERAL ELECTRIC INT 3601 E. LA PALMA AVE NNW 0 - 1/8 (0.015 mi.) A3 10 ADS GOLD, INC. 3843 E. EAGLE DR NE 1/8 - 1/4 (0.148 mi.) G37 100 ARO SERVICE 1186 N GROVE ST N 1/8 - 1/4 (0.150 mi.) 39 112 VEECO ELECTRO FAB IN 1176 N OSPREY CIR NE 1/8 - 1/4 (0.211 mi.) N64 173 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ KAISER FOUNDATION HO 3440 E LA PALMA W 1/8 - 1/4 (0.203 mi.) L58 152 KRAEMER II MEDICAL O 3430 E LA PALMA W 1/8 - 1/4 (0.223 mi.) L67 180 RCRA-SQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. A review of the RCRA-SQG list, as provided by EDR, and dated 12/09/2015 has revealed that there are 26 RCRA-SQG sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ CLEANERS PLUS 1071 N TUSTIN NO 107 0 - 1/8 (0.000 mi.) 1 8 SOUTHWEST MATERIAL H 3707 E LA PALMA AVE NE 0 - 1/8 (0.026 mi.) B4 56 TEMP POWER SYSTEMS 1111 N TUSTIN NE 0 - 1/8 (0.072 mi.) B16 70 CALIFORNIA EXTRRUSIO 1070 NORTH GROVE ST. W 0 - 1/8 (0.100 mi.) E24 81 FURNITURE DOCTOR 3703 MELVILLE WAY NNE 0 - 1/8 (0.112 mi.) F29 86 J AND J GRAPHICS INC 3840 E EAGLE DR NE 1/8 - 1/4 (0.138 mi.) G33 93 ANAHEIM METAL CO 3873 E EAGLE DR NE 1/8 - 1/4 (0.173 mi.) G44 125 ANAHEIM METAL CO 3873 E EAGLE DR NE 1/8 - 1/4 (0.173 mi.) G45 127 WESTERN WELL TOOL IN 1150 N TUSTIN NNE 1/8 - 1/4 (0.175 mi.) I46 128 ARCHITECTURAL COATIN 1178 N GROVE ST NNW 1/8 - 1/4 (0.178 mi.) J47 130 WELLER-WHITE CHEMICA 1171 NO. TUSTIN AV NNE 1/8 - 1/4 (0.194 mi.) I51 140 CENTURY INDEX 1177 GROVE ST NNW 1/8 - 1/4 (0.196 mi.) J52 141 EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 10 PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ CALIFORNIA YACHTS IN 1189 N GROVE ST UNIT NNW 1/8 - 1/4 (0.201 mi.) J57 151 ZAC INDUSTRIES 1195 OSPREY CIRCLE NE 1/8 - 1/4 (0.209 mi.) N61 156 ELECTRO METAL FINISH 1194 N GROVE ST N 1/8 - 1/4 (0.210 mi.) O62 159 MICEL INC 1176 OSPREY CIR NE 1/8 - 1/4 (0.211 mi.) N63 169 CRAFTECH 1196 N OSPREY CIR NE 1/8 - 1/4 (0.233 mi.) N70 186 WINN ENGINEERING 1199 GROVE ST N 1/8 - 1/4 (0.233 mi.) 71 187 MARTIN MECHANICAL 1196 N GROVE UNIT B N 1/8 - 1/4 (0.239 mi.) O72 189 ALTA ROBBINS INC 1187 N TUSTIN NNE 1/8 - 1/4 (0.240 mi.) 73 190 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ DEKTEL CORPORATION 1061 W GROVE ST W 0 - 1/8 (0.101 mi.) E27 84 PRECISION ANODIZING 1145 N GROVE ST NW 1/8 - 1/4 (0.146 mi.) H35 96 KAISER PERMANENTE 3460 E LA PALMA AVE WNW 1/8 - 1/4 (0.146 mi.) 36 97 ARCIERO & SONS, INC 950 N TUSTIN AVE SSE 1/8 - 1/4 (0.199 mi.) K55 146 WESTERN FAST PRINT 3445 E LA PALMA UNIT WNW 1/8 - 1/4 (0.203 mi.) L59 154 ANVIL ARTS 1137 N FOUNTAIN WAY WNW 1/8 - 1/4 (0.229 mi.) M69 184 State- and tribal - equivalent NPL CA RESPONSE: Identifies confirmed release sites where DTSC is involved in remediation, either in a lead or oversight capacity. These confirmed release sites are generally high-priority and high potential risk. A review of the CA RESPONSE list, as provided by EDR, has revealed that there are 2 CA RESPONSE sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GENERAL ELECTRIC INT 3601 E. LA PALMA AVE NNW 0 - 1/8 (0.015 mi.) A3 10 Database: RESPONSE, Date of Government Version: 05/02/2016 Status: Active Status: Refer: RCRA Facility Id: 80001362 Facility Id: 30760008 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ ORANGE COUNTY STEEL 3200 E FRONTERA RD WSW 1/2 - 1 (0.601 mi.) T98 304 Database: RESPONSE, Date of Government Version: 05/02/2016 Status: Certified Facility Id: 30500022 State- and tribal - equivalent CERCLIS CA ENVIROSTOR: The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 11 Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. A review of the CA ENVIROSTOR list, as provided by EDR, and dated 05/02/2016 has revealed that there are 18 CA ENVIROSTOR sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GENERAL ELECTRIC INT 3601 E. LA PALMA AVE NNW 0 - 1/8 (0.015 mi.) A3 10 Facility Id: 30760008 Facility Id: 80001362 Status: Refer: RCRA Status: Active MICEL INC 1176 OSPREY CIR NE 1/8 - 1/4 (0.211 mi.) N63 169 Facility Id: 71003377 Status: Inactive - Needs Evaluation VECTOR ELECTRONIC CO 3901 E LA PALMA AVE ENE 1/4 - 1/2 (0.251 mi.) 74 192 Facility Id: 80001701 Status: * Inactive COPPER CLAD MULTILAY 1150 N. HAWK CIR NE 1/4 - 1/2 (0.253 mi.) 75 199 Facility Id: 71003128 Status: Refer: Local Agency THE SHERWIN WILLIAMS 3818 EAST CORONADO S NNE 1/4 - 1/2 (0.275 mi.) P78 207 Facility Id: 80001374 Status: * Inactive SEAGATE RECORDING ME 3845 E. CORONADO STR NNE 1/4 - 1/2 (0.297 mi.) P83 249 Facility Id: 71003107 Status: Inactive - Needs Evaluation WESTERN EXTERMINATOR 1321 NORTH JEFFERSON NNE 1/2 - 1 (0.534 mi.) 93 282 Facility Id: 30730041 Status: No Further Action GRANT PISTON RINGS 1360 N. JEFFERSON ST NNE 1/2 - 1 (0.592 mi.) 94 284 Facility Id: 71003662 Status: Inactive - Needs Evaluation PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ T & P PLATING 1061 N. GROVE STREET W 0 - 1/8 (0.112 mi.) E30 88 Facility Id: 71003664 Status: Inactive - Needs Evaluation INTEC PRODUCTS, INC. 1145 N. GROVE STREET NW 1/8 - 1/4 (0.146 mi.) H34 95 Facility Id: 71003290 Status: Refer: Local Agency CALPROTECH INC 1166 N GROVE ST NW 1/8 - 1/4 (0.157 mi.) 40 115 Facility Id: 80001716 Status: * Inactive PRECISION CHROME PLA 1179 N FOUNTAIN WAY NW 1/4 - 1/2 (0.290 mi.) 82 242 Facility Id: 71003384 EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 12 Status: Inactive - Needs Evaluation DISC MANUFACTURING, 3400 E. LA PALMA AVE W 1/4 - 1/2 (0.341 mi.) 84 252 Facility Id: 71003450 Status: Inactive - Needs Evaluation STAINLESS MICRO POLI 1286 N. GROVE ST NNW 1/4 - 1/2 (0.443 mi.) 90 271 Facility Id: 71002642 Status: Inactive - Needs Evaluation ORANGE COUNTY STEEL 3200 E FRONTERA RD WSW 1/2 - 1 (0.601 mi.) T98 304 Facility Id: 30500022 Status: Certified M-FLEX, INC. 1301 N. DYNAMICS STR WNW 1/2 - 1 (0.760 mi.) 99 318 Facility Id: 71002878 Status: Refer: Local Agency FORMER S & S POLISHI 1501 NORTH MILLER ST NW 1/2 - 1 (0.929 mi.) U100 328 Facility Id: 60001804 Status: Active S & S POLISHING & PL 1503 N. MILLER NW 1/2 - 1 (0.962 mi.) U101 329 Facility Id: 71002594 Facility Id: 60000570 Status: No Further Action Status: Inactive - Needs Evaluation State and tribal leaking storage tank lists CA LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reported leaking underground storage tank incidents. The data come from the State Water Resources Control Board Leaking Underground Storage Tank Information System. A review of the CA LUST list, as provided by EDR, has revealed that there are 23 CA LUST sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GENERAL ELECTRIC SER 3601 LA PALMA NNW 0 - 1/8 (0.015 mi.) A2 9 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Case Closed Global ID: T0605900134 GENERAL ELECTRIC INT 3601 E. LA PALMA AVE NNW 0 - 1/8 (0.015 mi.) A3 10 Database: LUST, Date of Government Version: 06/13/2016 Status: Completed - Case Closed Global Id: T0605900134 UNOCAL #5214 3731 E LA PALMA AVE NE 0 - 1/8 (0.037 mi.) B5 58 Database: LUST, Date of Government Version: 06/13/2016 Status: Completed - Case Closed Global Id: T0605901041 TOSCO/76 #5215 3731 EAST LA PALMA A NE 0 - 1/8 (0.037 mi.) B7 62 Database: LUST, Date of Government Version: 06/13/2016 Database: LUST REG 8, Date of Government Version: 02/14/2005 Status: Completed - Case Closed Facility Status: Leak being confirmed EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 13 Global Id: T0605992652 Global ID: T0605992652 UNOCAL #5214 3731 LA PALMA NE 0 - 1/8 (0.037 mi.) B8 65 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Pollution Characterization Global ID: T0605901041 P C A SYSTEMS INC 1041 GROVE WSW 0 - 1/8 (0.080 mi.) C19 76 Database: LUST, Date of Government Version: 06/13/2016 Database: LUST REG 8, Date of Government Version: 02/14/2005 Status: Completed - Case Closed Facility Status: Case Closed Global Id: T0605901305 Global ID: T0605901305 ARCADIA, INC. 1070 N GROVE ST W 0 - 1/8 (0.100 mi.) E23 80 Database: LUST, Date of Government Version: 06/13/2016 Status: Completed - Case Closed Global Id: T0605901907 ARCADIA, INC. 1070 GROVE ST W 0 - 1/8 (0.100 mi.) E25 83 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Case Closed Global ID: T0605901907 GOLDEN KRAFT INC 1151 N TUSTIN AV NNE 1/8 - 1/4 (0.149 mi.) I38 105 Database: LUST, Date of Government Version: 06/13/2016 Database: LUST REG 8, Date of Government Version: 02/14/2005 Status: Completed - Case Closed Facility Status: Case Closed Global Id: T0605901870 Global ID: T0605901870 BOND WELL ADHESIVES 1171 N TUSTIN AVE NNE 1/8 - 1/4 (0.194 mi.) I50 136 Database: LUST, Date of Government Version: 06/13/2016 Database: LUST REG 8, Date of Government Version: 02/14/2005 Status: Completed - Case Closed Facility Status: Case Closed Global Id: T0605900353 Global ID: T0605900353 SPRAY-ON PRODUCTS IN 3818 E CORONADO ST NNE 1/4 - 1/2 (0.275 mi.) P77 205 Database: LUST, Date of Government Version: 06/13/2016 Status: Completed - Case Closed Global Id: T0605900305 THE SHERWIN WILLIAMS 3818 EAST CORONADO S NNE 1/4 - 1/2 (0.275 mi.) P78 207 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Case Closed Global ID: T0605900305 XERXES CORP 1210 N TUSTIN AVE N 1/4 - 1/2 (0.286 mi.) 81 210 Database: LUST, Date of Government Version: 06/13/2016 Database: LUST REG 8, Date of Government Version: 02/14/2005 Status: Completed - Case Closed Facility Status: Case Closed Global Id: T0605902001 Global ID: T0605902001 PACIFIC BELL (CA360/ 3923 E CORONADO ST NE 1/4 - 1/2 (0.366 mi.) Q85 253 Database: LUST REG 8, Date of Government Version: 02/14/2005 EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 14 Facility Status: Case Closed Global ID: T0605901652 BILAL KHATIB (ARCO # 3901 E RIVERDALE AVE SSE 1/4 - 1/2 (0.387 mi.) R86 256 Database: LUST, Date of Government Version: 06/13/2016 Status: Completed - Case Closed Global Id: T0605901514 ARCO #6079 3901 SSE 1/4 - 1/2 (0.387 mi.) R87 258 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Post remedial action monitoring Global ID: T0605901514 PACIFIC BELL 3923 E CORONADO ST NE 1/4 - 1/2 (0.388 mi.) Q88 262 Database: LUST, Date of Government Version: 06/13/2016 Status: Completed - Case Closed Global Id: T0605901652 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ CALPROTECH INC 1166 N GROVE ST NW 1/8 - 1/4 (0.157 mi.) 40 115 Database: LUST, Date of Government Version: 06/13/2016 Status: Completed - Case Closed Global Id: T0605900298 X- CELL TECH, INC. 1166 GROVE ST NNW 1/8 - 1/4 (0.196 mi.) J53 143 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Case Closed Global ID: T0605900298 ARCIERO OFFICES 950 TUSTIN AVE SSE 1/8 - 1/4 (0.199 mi.) K54 145 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Case Closed Global ID: T0605901649 ARCIERO & SONS, INC 950 N TUSTIN AVE SSE 1/8 - 1/4 (0.199 mi.) K55 146 Database: LUST, Date of Government Version: 06/13/2016 Status: Completed - Case Closed Global Id: T0605901649 KILROY INDUSTRIES 3340 LA PALMA WSW 1/4 - 1/2 (0.475 mi.) S91 279 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Case Closed Global ID: T0605900166 FURON CO 3340 E LA PALMA AVE WSW 1/4 - 1/2 (0.475 mi.) S92 280 Database: LUST, Date of Government Version: 06/13/2016 Status: Completed - Case Closed Global Id: T0605900166 CA SLIC: SLIC Region comes from the California Regional Water Quality Control Board. A review of the CA SLIC list, as provided by EDR, has revealed that there are 3 CA SLIC sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ THE SHERWIN WILLIAMS 3818 EAST CORONADO S NNE 1/4 - 1/2 (0.275 mi.) P78 207 Database: SLIC, Date of Government Version: 06/13/2016 EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 15 Facility Status: Completed - Case Closed Global Id: SL208463901 SPRAYON PRODUCTS 3818 E CORONADO STRE NNE 1/4 - 1/2 (0.275 mi.) P79 209 Database: SLIC REG 8, Date of Government Version: 04/03/2008 Facility Status: Closed PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ ECONOLITE CONTROL PR 3360 EAST LA PALMA A W 1/4 - 1/2 (0.428 mi.) 89 264 Database: SLIC, Date of Government Version: 06/13/2016 Facility Status: Completed - Case Closed Global Id: SLT8R2033980 State and tribal registered storage tank lists CA UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the State Water Resources Control Board’s Hazardous Substance Storage Container Database. A review of the CA UST list, as provided by EDR, has revealed that there are 9 CA UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MIKE’S UNOCAL-76 SS# 3731 E LA PALMA AVE NE 0 - 1/8 (0.037 mi.) B6 60 Database: UST, Date of Government Version: 06/13/2016 Facility Id: 5089 P C A SYSTEMS INC 1041 N GROVE ST WSW 0 - 1/8 (0.086 mi.) C21 79 Database: UST, Date of Government Version: 06/13/2016 Facility Id: 6350 JOHN B PACE 3501 E LA PALMA AVE NW 0 - 1/8 (0.100 mi.) D26 84 Database: UST, Date of Government Version: 06/13/2016 Facility Id: 11997 GOLDEN KRAFT INC 1151 N TUSTIN AV NNE 1/8 - 1/4 (0.158 mi.) I41 122 Database: UST, Date of Government Version: 06/13/2016 Facility Id: 5215 STREECH ELECTRIC CO 3870 E EAGLE DR NE 1/8 - 1/4 (0.165 mi.) G43 124 Database: UST, Date of Government Version: 06/13/2016 Facility Id: 4784 BOND WELL ADHESIVES 1171 N TUSTIN AVE NNE 1/8 - 1/4 (0.194 mi.) I49 133 Database: UST, Date of Government Version: 06/13/2016 Facility Id: 449 ALL FORD LINCOLN MER 6441 JEFFERSON ST NNE 1/8 - 1/4 (0.228 mi.) 68 183 Database: UST, Date of Government Version: 06/13/2016 Facility Id: 12148 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ PLUMBING CONCEPTS IN 1126 N FOUNTAIN WAY NW 1/8 - 1/4 (0.204 mi.) M60 156 Database: UST, Date of Government Version: 06/13/2016 EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 16 Facility Id: 9091 BEACHPORT 1177 N GROVE ST NNW 1/8 - 1/4 (0.217 mi.) 65 174 Database: UST, Date of Government Version: 06/13/2016 Facility Id: 3833 CA AST: A listing of aboveground storage tank petroleum storage tank locations. A review of the CA AST list, as provided by EDR, and dated 08/01/2009 has revealed that there is 1 CA AST site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GENERAL ELECTRIC INT 3601 E. LA PALMA AVE NNW 0 - 1/8 (0.015 mi.) A3 10 ADDITIONAL ENVIRONMENTAL RECORDS Local Lists of Hazardous waste / Contaminated Sites CA HIST Cal-Sites: Formerly known as ASPIS, this database contains both known and potential hazardous substance sites. The source is the California Department of Toxic Substance Control. No longer updated by the state agency. It has been replaced by ENVIROSTOR. A review of the CA HIST Cal-Sites list, as provided by EDR, and dated 08/08/2005 has revealed that there is 1 CA HIST Cal-Sites site within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ ORANGE COUNTY STEEL 3200 E FRONTERA ST WSW 1/2 - 1 (0.601 mi.) T95 293 Local Lists of Registered Storage Tanks CA SWEEPS UST: Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990’s. The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list. A review of the CA SWEEPS UST list, as provided by EDR, and dated 06/01/1994 has revealed that there are 5 CA SWEEPS UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ MIKE’S UNOCAL-76 SS# 3731 E LA PALMA AVE NE 0 - 1/8 (0.037 mi.) B6 60 Status: A Tank Status: A Comp Number: 2417 P C A SYSTEMS INC 1041 N GROVE AVE WSW 0 - 1/8 (0.086 mi.) C20 78 Status: A Tank Status: A Comp Number: 6350 GOLDEN KRAFT INC 1151 N TUSTIN AV NNE 1/8 - 1/4 (0.158 mi.) I41 122 EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 17 Status: A Tank Status: A Comp Number: 5215 STREECH ELECTRIC CO 3870 E EAGLE DR NE 1/8 - 1/4 (0.165 mi.) G43 124 Status: A Tank Status: A Comp Number: 4784 BOND WELL ADHESIVES 1171 N TUSTIN AVE NNE 1/8 - 1/4 (0.194 mi.) I49 133 Status: A Tank Status: A Comp Number: 449 CA HIST UST: Historical UST Registered Database. A review of the CA HIST UST list, as provided by EDR, and dated 10/15/1990 has revealed that there are 7 CA HIST UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GENERAL ELECTRIC INT 3601 E. LA PALMA AVE NNW 0 - 1/8 (0.015 mi.) A3 10 Facility Id: 00000056580 UNION OIL SERVICE ST 3731 LA PALMA NE 0 - 1/8 (0.037 mi.) B11 67 B AND R INDUSTRIES ( 3611 EAST LA PALMA A N 0 - 1/8 (0.073 mi.) 17 71 Facility Id: 00000067880 GOLDEN KRAFT INC 1151 N TUSTIN AV NNE 1/8 - 1/4 (0.149 mi.) I38 105 Facility Id: 00000047710 STREECH ELECTRIC CO 3870 E EAGLE DR NE 1/8 - 1/4 (0.165 mi.) G43 124 Facility Id: 00000050057 BOND WELL ADHESIVES 1171 N TUSTIN AVE NNE 1/8 - 1/4 (0.194 mi.) I50 136 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ CALPROTECH INC 1166 N GROVE ST NW 1/8 - 1/4 (0.157 mi.) 40 115 Facility Id: 00000054409 CA FID UST: The Facility Inventory Database contains active and inactive underground storage tank locations. The source is the State Water Resource Control Board. A review of the CA FID UST list, as provided by EDR, and dated 10/31/1994 has revealed that there are 5 CA FID UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ UNOCAL #5215 3731 E LA PALMA AVE NE 0 - 1/8 (0.037 mi.) B9 66 Facility Id: 30000975 Status: A P C A SYSTEMS INC 1041 N GROVE AVE WSW 0 - 1/8 (0.086 mi.) C20 78 Facility Id: 30004063 Status: A GOLDEN KRAFT INC 1151 N TUSTIN AV NNE 1/8 - 1/4 (0.149 mi.) I38 105 EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 18 Facility Id: 30016989 Status: A STREECH ELECTRIC CO 3870 E EAGLE DR NE 1/8 - 1/4 (0.165 mi.) G42 123 Facility Id: 30017732 Status: A BOND WELL ADHESIVES 1171 N TUSTIN AVE NNE 1/8 - 1/4 (0.194 mi.) I50 136 Facility Id: 30008735 Status: A Other Ascertainable Records RCRA NonGen / NLR: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 12/09/2015 has revealed that there are 4 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ HOME DEPOT USA HD 66 1011 N TUSTIN AVE ESE 0 - 1/8 (0.073 mi.) 18 73 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ CALPROTECH INC 1166 N GROVE ST NW 1/8 - 1/4 (0.157 mi.) 40 115 QUAD WEST INC DBA OR 1174 N GROVE NNW 1/8 - 1/4 (0.190 mi.) J48 132 CS8 ELECTRONICS RECY 1146 N FOUNTAIN WAY NW 1/8 - 1/4 (0.222 mi.) M66 179 2020 COR ACTION: The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. A review of the 2020 COR ACTION list, as provided by EDR, and dated 04/22/2013 has revealed that there is 1 2020 COR ACTION site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GENERAL ELECTRIC INT 3601 E. LA PALMA AVE NNW 0 - 1/8 (0.015 mi.) A3 10 CA BOND EXP. PLAN: Department of Health Services developed a site-specific expenditure plan as the basis for an appropriation of Hazardous Substance Cleanup Bond Act funds. It is not updated. A review of the CA BOND EXP. PLAN list, as provided by EDR, and dated 01/01/1989 has revealed that there is 1 CA BOND EXP. PLAN site within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ ORANGE COUNTY STEEL 3200 E FRONTERA ROAD WSW 1/2 - 1 (0.601 mi.) T96 301 EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 19 CA HIST CORTESE: The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWF/LS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency. A review of the CA HIST CORTESE list, as provided by EDR, and dated 04/01/2001 has revealed that there are 12 CA HIST CORTESE sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GENERAL ELECTRIC SER 3601 LA PALMA NNW 0 - 1/8 (0.015 mi.) A2 9 Reg Id: 083000174T UNOCAL #5214 3731 LA PALMA NE 0 - 1/8 (0.037 mi.) B8 65 Reg Id: 083001379T P. C. A . SYSTEMS, I 1014 GROVE SW 0 - 1/8 (0.053 mi.) C12 69 Reg Id: 083001734T ARCADIA, INC. 1070 GROVE ST W 0 - 1/8 (0.100 mi.) E25 83 Reg Id: 083002764T GOLDEN KRAFT INC 1151 N TUSTIN AV NNE 1/8 - 1/4 (0.149 mi.) I38 105 Reg Id: 083002694T BOND WELL ADHESIVES 1171 N TUSTIN AVE NNE 1/8 - 1/4 (0.194 mi.) I50 136 Reg Id: 083000441T THE SHERWIN WILLIAMS 3818 EAST CORONADO S NNE 1/4 - 1/2 (0.275 mi.) P78 207 Reg Id: 083000384T XERXES CORP 1210 N TUSTIN AVE N 1/4 - 1/2 (0.286 mi.) 81 210 Reg Id: 083002927T PACIFIC BELL (CA360/ 3923 E CORONADO ST NE 1/4 - 1/2 (0.366 mi.) Q85 253 Reg Id: 083002263T ARCO #6079 3901 SSE 1/4 - 1/2 (0.387 mi.) R87 258 Reg Id: 083002031T PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ X- CELL TECH, INC. 1166 GROVE ST NNW 1/8 - 1/4 (0.196 mi.) J53 143 Reg Id: 083000373T KILROY INDUSTRIES 3340 LA PALMA WSW 1/4 - 1/2 (0.475 mi.) S91 279 Reg Id: 083000216T CA HWP: Detailed information on permitted hazardous waste facilities and corrective action ("cleanups") tracked in EnviroStor. A review of the CA HWP list, as provided by EDR, and dated 05/23/2016 has revealed that there are 5 CA HWP sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GENERAL ELECTRIC INT 3601 E. LA PALMA AVE NNW 0 - 1/8 (0.015 mi.) A3 10 EPA Id: CAD030584502 Cleanup Status: OPERATING PERMIT VECTOR ELECTRONIC CO 3901 E LA PALMA AVE ENE 1/4 - 1/2 (0.251 mi.) 74 192 EPA Id: CAD086586682 Cleanup Status: KNOWN GENERATORS THE SHERWIN WILLIAMS 3818 EAST CORONADO S NNE 1/4 - 1/2 (0.275 mi.) P80 209 EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 20 EPA Id: CAD042137950 Cleanup Status: PROTECTIVE FILER PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ CALPROTECH INC 1166 N GROVE ST NW 1/8 - 1/4 (0.157 mi.) 40 115 EPA Id: CAD094133139 Cleanup Status: PROTECTIVE FILER BUDGET RENT A CAR 3200 LINCOLN BLVD WSW 1/2 - 1 (0.601 mi.) T97 302 EPA Id: CAL000200500 Cleanup Status: NON-OPERATING CA HWT: A listing of hazardous waste transporters. In California, unless specifically exempted, it is unlawful for any person to transport hazardous wastes unless the person holds a valid registration issued by DTSC. A hazardous waste transporter registration is valid for one year and is assigned a unique registration number. A review of the CA HWT list, as provided by EDR, and dated 04/11/2016 has revealed that there are 2 CA HWT sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ADS GOLD, INC. 3843 E. EAGLE DR NE 1/8 - 1/4 (0.148 mi.) G37 100 Reg Num: 1976 HAZ MAT SERVICES, IN 1189 NORTH GROVE STR NNW 1/8 - 1/4 (0.201 mi.) J56 150 Reg Num: 3724 NY MANIFEST: Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. A review of the NY MANIFEST list, as provided by EDR, and dated 05/01/2016 has revealed that there is 1 NY MANIFEST site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ GENERAL ELECTRIC INT 3601 E. LA PALMA AVE NNW 0 - 1/8 (0.015 mi.) A3 10 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR Hist Auto: EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 21 sites and operations that typically create environmental concerns, but may not show up in current government records searches. A review of the EDR Hist Auto list, as provided by EDR, has revealed that there are 8 EDR Hist Auto sites within approximately 0.125 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ Not reported 3731 E LA PALMA AVE NE 0 - 1/8 (0.037 mi.) B10 67 Not reported 1011 N GROVE ST SW 0 - 1/8 (0.060 mi.) C13 69 Not reported 1030 N GROVE ST WSW 0 - 1/8 (0.062 mi.) C14 69 Not reported 1040 N GROVE ST WSW 0 - 1/8 (0.062 mi.) C15 70 Not reported 3500 E LA PALMA AVE WNW 0 - 1/8 (0.090 mi.) D22 79 Not reported 3821 E LA PALMA AVE ENE 0 - 1/8 (0.110 mi.) 28 86 Not reported 1133 N TUSTIN AVE NNE 0 - 1/8 (0.114 mi.) F31 92 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ Not reported 3470 E LA PALMA AVE WNW 0 - 1/8 (0.117 mi.) D32 92 EXECUTIVE SUMMARY TC4702912.2s EXECUTIVE SUMMARY 22 Due to poor or inadequate address information, the following sites were not mapped. Count: 1 records. Site Name Database(s)____________ ____________ TOSCO - 76 #5514 CA LUST EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 60 kV Na t u r a l G a s 2 40 2 4 0 2 4 0 200 3 2 0 4 4 0 400 6 0 0 48 0 640 3 60 3 6 0 3 6 0 1 2 0 4 8 0 1 6 020 0 20680 5 60 5 2 0 5 2 0 4 8 0 2 4 0 2 40 2 40 240 2 4 0 2 4 0 2 40 2 8 0 2 80 2 8 0 280 3 3 2 0 3 2 0 3 6 0 3 60 40 0 4 0 0 4 00 4 4 0 4 4 0 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 2 0 0 2 4 0 2 4 0 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list 0 NR 0 0 0 0 1.000NPL 0 NR 0 0 0 0 1.000Proposed NPL 0 NR NR NR NR NR TPNPL LIENS Federal Delisted NPL site list 0 NR 0 0 0 0 1.000Delisted NPL Federal CERCLIS list 0 NR NR 0 0 0 0.500FEDERAL FACILITY 0 NR NR 0 0 0 0.500SEMS Federal CERCLIS NFRAP site list 2 NR NR 2 0 0 0.500SEMS-ARCHIVE Federal RCRA CORRACTS facilities list 2 NR 0 1 0 1 1.000CORRACTS Federal RCRA non-CORRACTS TSD facilities list 3 NR NR 1 1 1 0.500RCRA-TSDF Federal RCRA generators list 6 NR NR NR 5 1 0.250RCRA-LQG 26 NR NR NR 20 6 0.250RCRA-SQG 0 NR NR NR 0 0 0.250RCRA-CESQG Federal institutional controls / engineering controls registries 0 NR NR 0 0 0 0.500LUCIS 0 NR NR 0 0 0 0.500US ENG CONTROLS 0 NR NR 0 0 0 0.500US INST CONTROL Federal ERNS list 0 NR NR NR NR NR TPERNS State- and tribal - equivalent NPL 2 NR 1 0 0 1 1.000CA RESPONSE State- and tribal - equivalent CERCLIS 18 NR 6 7 3 2 1.000CA ENVIROSTOR State and tribal landfill and/or solid waste disposal site lists 0 NR NR 0 0 0 0.500CA SWF/LF State and tribal leaking storage tank lists 23 NR NR 9 6 8 0.500CA LUST TC4702912.2s Page 4 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR 0 0 0 0.500INDIAN LUST 3 NR NR 3 0 0 0.500CA SLIC State and tribal registered storage tank lists 0 NR NR NR 0 0 0.250FEMA UST 9 NR NR NR 6 3 0.250CA UST 1 NR NR NR 0 1 0.250CA AST 0 NR NR NR 0 0 0.250INDIAN UST State and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500CA VCP 0 NR NR 0 0 0 0.500INDIAN VCP State and tribal Brownfields sites 0 NR NR 0 0 0 0.500CA BROWNFIELDS ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 NR NR 0 0 0 0.500US BROWNFIELDS Local Lists of Landfill / Solid Waste Disposal Sites 0 NR NR 0 0 0 0.500CA WMUDS/SWAT 0 NR NR 0 0 0 0.500CA SWRCY 0 NR NR NR NR NR TPCA HAULERS 0 NR NR 0 0 0 0.500INDIAN ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500ODI Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR NR TPUS HIST CDL 1 NR 1 0 0 0 1.000CA HIST Cal-Sites 0 NR NR NR 0 0 0.250CA SCH 0 NR NR NR NR NR TPCA CDL 0 NR 0 0 0 0 1.000CA Toxic Pits 0 NR NR NR NR NR TPUS CDL Local Lists of Registered Storage Tanks 5 NR NR NR 3 2 0.250CA SWEEPS UST 7 NR NR NR 4 3 0.250CA HIST UST 5 NR NR NR 3 2 0.250CA FID UST Local Land Records 0 NR NR NR NR NR TPCA LIENS 0 NR NR NR NR NR TPLIENS 2 0 NR NR 0 0 0 0.500CA DEED Records of Emergency Release Reports 0 NR NR NR NR NR TPHMIRS TC4702912.2s Page 5 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR NR TPCA CHMIRS 0 NR NR NR NR NR TPCA LDS 0 NR NR NR NR NR TPCA MCS 0 NR NR NR NR NR TPCA Orange Co. Industrial Site 0 NR NR NR NR NR TPCA SPILLS 90 Other Ascertainable Records 4 NR NR NR 3 1 0.250RCRA NonGen / NLR 0 NR 0 0 0 0 1.000FUDS 0 NR 0 0 0 0 1.000DOD 0 NR NR 0 0 0 0.500SCRD DRYCLEANERS 0 NR NR NR NR NR TPUS FIN ASSUR 0 NR NR NR NR NR TPEPA WATCH LIST 1 NR NR NR 0 1 0.2502020 COR ACTION 0 NR NR NR NR NR TPTSCA 0 NR NR NR NR NR TPTRIS 0 NR NR NR NR NR TPSSTS 0 NR 0 0 0 0 1.000ROD 0 NR NR NR NR NR TPRMP 0 NR NR NR NR NR TPRAATS 0 NR NR NR NR NR TPPRP 0 NR NR NR NR NR TPPADS 0 NR NR NR NR NR TPICIS 0 NR NR NR NR NR TPFTTS 0 NR NR NR NR NR TPMLTS 0 NR NR NR NR NR TPCOAL ASH DOE 0 NR NR 0 0 0 0.500COAL ASH EPA 0 NR NR NR NR NR TPPCB TRANSFORMER 0 NR NR NR NR NR TPRADINFO 0 NR NR NR NR NR TPHIST FTTS 0 NR NR NR NR NR TPDOT OPS 0 NR 0 0 0 0 1.000CONSENT 0 NR 0 0 0 0 1.000INDIAN RESERV 0 NR 0 0 0 0 1.000FUSRAP 0 NR NR 0 0 0 0.500UMTRA 0 NR NR NR NR NR TPLEAD SMELTERS 0 NR NR NR NR NR TPUS AIRS 0 NR NR NR 0 0 0.250US MINES 0 NR NR NR NR NR TPFINDS 0 NR 0 0 0 0 1.000UXO 0 NR NR NR NR NR TPDOCKET HWC 1 NR 1 0 0 0 1.000CA BOND EXP. PLAN 0 NR NR 0 0 0 0.500CA Cortese 0 NR NR NR 0 0 0.250CA CUPA Listings 0 NR NR NR 0 0 0.250CA DRYCLEANERS 0 NR NR NR NR NR TPCA EMI 0 NR NR NR NR NR TPCA ENF 0 NR NR NR NR NR TPCA Financial Assurance 0 NR NR NR NR NR TPCA HAZNET 12 NR NR 5 3 4 0.500CA HIST CORTESE 5 NR 1 2 1 1 1.000CA HWP TC4702912.2s Page 6 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 2 NR NR NR 2 0 0.250CA HWT 1 NR NR NR 0 1 0.250NY MANIFEST 0 NR NR NR NR NR TPCA MINES 0 NR NR NR 0 0 0.250CA MWMP 0 NR NR NR NR NR TPCA NPDES 0 NR NR NR NR NR TPCA PEST LIC 0 NR NR 0 0 0 0.500CA PROC 0 NR 0 0 0 0 1.000CA Notify 65 0 NR NR NR NR NR TPCA UIC 0 NR NR 0 0 0 0.500CA WASTEWATER PITS 0 NR NR NR NR NR TPCA WDS 0 NR NR NR 0 0 0.250CA WIP 0 NR NR NR NR NR TPECHO 0 NR NR NR 0 0 0.250FUELS PROGRAM EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 0 NR 0 0 0 0 1.000EDR MGP 8 NR NR NR NR 8 0.125EDR Hist Auto 0 NR NR NR NR 0 0.125EDR Hist Cleaner EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives 0 NR NR NR NR NR TPCA RGA LF 0 NR NR NR NR NR TPCA RGA LUST 147 0 10 30 60 47 0- Totals -- NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC4702912.2s Page 7 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: HOAN T K PHAMOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 666-2102Contact telephone: USContact country: ANAHEIM, CA 92807 1071 N TUSTIN NO FIRST HUNDREDContact address: KIM PHAMContact: CAD983586520EPA ID: ANAHEIM, CA 92807 1071 N TUSTIN NO 107Facility address: CLEANERS PLUSFacility name: 06/27/1991Date form received by agency: RCRA-SQG: 2 ft. 0.000 mi. Relative: Higher Actual: 244 ft. < 1/8 ECHOANAHEIM, CA 92807 FINDS1071 N TUSTIN NO 107 CAD983586520 1 RCRA-SQGCLEANERS PLUS 1000594769 TC4702912.2s Page 8 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002847126DFR URL: 110002847126Registry ID: 1000594769Envid: ECHO: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002847126Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: CLEANERS PLUS (Continued)1000594769 9/7/1990Close Date: Not reportedEnforcement Date: 9/10/1986Discover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: Not reportedEnter Date: 9/9/9999How Stopped Date: T0605900134Global ID: UnknownLeak Source: UnknownLeak Cause: Close TankHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: 0Qty Leaked: 12035,133636Substance: Soil onlyCase Type: 86UT154Local Case Num: 083000174TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 78 ft. Site 1 of 2 in cluster A 0.015 mi. Relative: Higher Actual: 243 ft. < 1/8 ANAHEIM, CA 92806 NNW CA HIST CORTESE3601 LA PALMA N/A A2 CA LUSTGENERAL ELECTRIC SERVICE S100935927 TC4702912.2s Page 9 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083000174TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: MUNBeneficial: Not reportedHydr Basin #: 30000LLocal Agency: Local AgencyLead Agency: WJStaff Initials: PAHStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.8401006Longitude: 33.8555024Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: Not reportedEnter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: GENERAL ELECTRIC SERVICE (Continued) S100935927 CORRACTS: CA WDS CA NPDES NY MANIFEST CA HWP CA EMI PADS 2020 COR ACTION US FIN ASSUR CA Orange Co. Industrial Site CA HIST UST CA AST CA LUST 78 ft.CA ENVIROSTORSite 2 of 2 in cluster A 0.015 mi.CA RESPONSE Relative: Higher Actual: 243 ft. < 1/8 RCRA-LQGANAHEIM, CA NNW RCRA-TSDF3601 E. LA PALMA AVENUE CAD030584502 A3 CORRACTSGENERAL ELECTRIC INTERNATIONAL, INC 1000213827 TC4702912.2s Page 10 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule end date: 20101208Original schedule date: and Electronic) Repair and Maintenance Commercial and Industrial Machinery and Equipment (except Automotive 81131NAICS Code(s): Migration of Contaminated Groundwater Under Control has been verified CA750YE - Migration of Contaminated Groundwater under Control, Yes,Action: 20101208Actual Date: ENTIRE FACILITYArea Name: 09EPA Region: CAD030584502EPA ID: Not reportedSchedule end date: 20101208Original schedule date: and Electronic) Repair and Maintenance Commercial and Industrial Machinery and Equipment (except Automotive 81131NAICS Code(s): CA550RCAction: 20101208Actual Date: ENTIRE FACILITYArea Name: 09EPA Region: CAD030584502EPA ID: Not reportedSchedule end date: Not reportedOriginal schedule date: and Electronic) Repair and Maintenance Commercial and Industrial Machinery and Equipment (except Automotive 81131NAICS Code(s): CA100 - RFI ImpositionAction: 19940101Actual Date: ENTIRE FACILITYArea Name: 09EPA Region: CAD030584502EPA ID: Not reportedSchedule end date: 19931030Original schedule date: and Electronic) Repair and Maintenance Commercial and Industrial Machinery and Equipment (except Automotive 81131NAICS Code(s): CA180 - RFI Supplemental Implementation BegunAction: 19930801Actual Date: PCB OPERATION AREAArea Name: 09EPA Region: CAD030584502EPA ID: Not reportedSchedule end date: Not reportedOriginal schedule date: and Electronic) Repair and Maintenance Commercial and Industrial Machinery and Equipment (except Automotive 81131NAICS Code(s): CA050RF - RFA Completed, Assessment was an RFAAction: 19930401Actual Date: ENTIRE FACILITYArea Name: 09EPA Region: CAD030584502EPA ID: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 11 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule end date: 19921230Original schedule date: and Electronic) Repair and Maintenance Commercial and Industrial Machinery and Equipment (except Automotive 81131NAICS Code(s): CA150 - RFI Workplan ApprovedAction: 19921222Actual Date: PCB OPERATION AREAArea Name: 09EPA Region: CAD030584502EPA ID: Not reportedSchedule end date: Not reportedOriginal schedule date: and Electronic) Repair and Maintenance Commercial and Industrial Machinery and Equipment (except Automotive 81131NAICS Code(s): CA150 - RFI Workplan ApprovedAction: 19940520Actual Date: ENTIRE FACILITYArea Name: 09EPA Region: CAD030584502EPA ID: Not reportedSchedule end date: Not reportedOriginal schedule date: and Electronic) Repair and Maintenance Commercial and Industrial Machinery and Equipment (except Automotive 81131NAICS Code(s): corrective action priority CA075LO - CA Prioritization, Facility or area was assigned a lowAction: 19931116Actual Date: ENTIRE FACILITYArea Name: 09EPA Region: CAD030584502EPA ID: Not reportedSchedule end date: 19940515Original schedule date: and Electronic) Repair and Maintenance Commercial and Industrial Machinery and Equipment (except Automotive 81131NAICS Code(s): CA150 - RFI Workplan ApprovedAction: 19940515Actual Date: ENTIRE FACILITYArea Name: 09EPA Region: CAD030584502EPA ID: Not reportedSchedule end date: 20100812Original schedule date: and Electronic) Repair and Maintenance Commercial and Industrial Machinery and Equipment (except Automotive 81131NAICS Code(s): Exposures Under Control has been verified CA725YE - Current Human Exposures Under Control, Yes, Current HumanAction: 20100812Actual Date: ENTIRE FACILITYArea Name: 09EPA Region: CAD030584502EPA ID: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 12 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation residue or contaminated soil, waste or other debris resulting from the during any calendar month; or generates more than 100 kg of any calendar month; or generates more than 1 kg of acutely hazardous waste Handler: generates 1,000 kg or more of hazardous waste during anyDescription: Large Quantity GeneratorClassification: waste Handler is engaged in the treatment, storage or disposal of hazardousDescription: TSDFClassification: PrivateLand type: 09EPA Region: MARIA.JOHNSON@GE.COMContact email: (714) 237-7232Contact telephone: Not reportedContact country: ANAHEIM, CA 928062119 E. LA PALMA AVENUEContact address: MARIA E JOHNSONContact: ANAHEIM, CA 928062119 E. LA PALMA AVENUEMailing address: CAD030584502EPA ID: ANAHEIM, CA 928062119 3601 E. LA PALMA AVENUEFacility address: GENERAL ELECTRIC INTERNATIONAL, INCFacility name: 03/01/2014Date form received by agency: RCRA-TSDF: Not reportedSchedule end date: Not reportedOriginal schedule date: and Electronic) Repair and Maintenance Commercial and Industrial Machinery and Equipment (except Automotive 81131NAICS Code(s): CA050RF - RFA Completed, Assessment was an RFAAction: 19930430Actual Date: ENTIRE FACILITYArea Name: 09EPA Region: CAD030584502EPA ID: Not reportedSchedule end date: 19951229Original schedule date: and Electronic) Repair and Maintenance Commercial and Industrial Machinery and Equipment (except Automotive 81131NAICS Code(s): CA200 - RFI ApprovedAction: 19951229Actual Date: ENTIRE FACILITYArea Name: 09EPA Region: CAD030584502EPA ID: Not reportedSchedule end date: Not reportedOriginal schedule date: and Electronic) Repair and Maintenance Commercial and Industrial Machinery and Equipment (except Automotive 81131NAICS Code(s): CA225 - Stabilization Measures EvaluationAction: 20021024Actual Date: AOC #3 REMOVAL OF PCB CONTAMINATED SOILArea Name: 09EPA Region: CAD030584502EPA ID: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 13 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 134. Waste name: 134. Waste code: 132. Waste name: 132. Waste code: 123. Waste name: 123. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: YesTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 01/01/1968Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: Not reportedOwner/operator country: Not reported Not reportedOwner/operator address: GENERAL ELECTRIC INTERNATIONALOwner/operator name: Not reportedOwner/Op end date: 01/01/1968Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (714) 237-7232Owner/operator telephone: Not reportedOwner/operator country: ANAHEIM, CA 92806 E. LA PALMA AVENUEOwner/operator address: GENERAL ELECTRIC INTERNATIONALOwner/operator name: Owner/Operator Summary: 100 kg of that material at any time hazardous waste during any calendar month, and accumulates more than from the cleanup of a spill, into or on any land or water, of acutely of any residue or contaminated soil, waste or other debris resulting kg of acutely hazardous waste at any time; or generates 100 kg or less hazardous waste during any calendar month, and accumulates more than 1 waste during any calendar month; or generates 1 kg or less of acutely cleanup of a spill, into or on any land or water, of acutely hazardous GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 14 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation METHYL ETHYL KETONE. Waste name: D035. Waste code: SILVER. Waste name: D011. Waste code: LEAD. Waste name: D008. Waste code: CHROMIUM. Waste name: D007. Waste code: CADMIUM. Waste name: D006. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: 792. Waste name: 792. Waste code: 791. Waste name: 791. Waste code: 512. Waste name: 512. Waste code: 352. Waste name: 352. Waste code: 343. Waste name: 343. Waste code: 331. Waste name: 331. Waste code: 261. Waste name: 261. Waste code: 221. Waste name: 221. Waste code: 214. Waste name: 214. Waste code: 212. Waste name: 212. Waste code: 181. Waste name: 181. Waste code: 141. Waste name: 141. Waste code: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 15 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation D008. Waste code: CADMIUM. Waste name: D006. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: 731. Waste name: 731. Waste code: 512. Waste name: 512. Waste code: 352. Waste name: 352. Waste code: 343. Waste name: 343. Waste code: 331. Waste name: 331. Waste code: 261. Waste name: 261. Waste code: 223. Waste name: 223. Waste code: 221. Waste name: 221. Waste code: 214. Waste name: 214. Waste code: 212. Waste name: 212. Waste code: 181. Waste name: 181. Waste code: 141. Waste name: 141. Waste code: Large Quantity GeneratorClassification: GENERAL ELECTRIC INTERNATIONAL, INC.Site name: 09/11/2012Date form received by agency: Historical Generators: SILVER CYANIDE (OR) SILVER CYANIDE AG(CN). Waste name: P104. Waste code: POTASSIUM CYANIDE (OR) POTASSIUM CYANIDE K(CN). Waste name: P098. Waste code: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 16 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 512. Waste name: 512. Waste code: 352. Waste name: 352. Waste code: 343. Waste name: 343. Waste code: 331. Waste name: 331. Waste code: 261. Waste name: 261. Waste code: 223. Waste name: 223. Waste code: 221. Waste name: 221. Waste code: 214. Waste name: 214. Waste code: 181. Waste name: 181. Waste code: 141. Waste name: 141. Waste code: 135. Waste name: 135. Waste code: 122. Waste name: 122. Waste code: Large Quantity GeneratorClassification: GENERAL ELECTRIC INTERNATIONAL INCSite name: 03/01/2010Date form received by agency: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: BENZENE. Waste name: D018. Waste code: LEAD. Waste name: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 17 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation LEAD. Waste name: D008. Waste code: CADMIUM. Waste name: D006. Waste code: REACTIVE WASTE. Waste name: D003. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: Large Quantity GeneratorClassification: GENERAL ELECTRIC INTERNATIONAL INCSite name: 05/13/2008Date form received by agency: THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name: F005. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: LEAD. Waste name: D008. Waste code: CADMIUM. Waste name: D006. Waste code: REACTIVE WASTE. Waste name: D003. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: 792. Waste name: 792. Waste code: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 18 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation D018. Waste code: CADMIUM. Waste name: D006. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: Large Quantity GeneratorClassification: GENERAL ELECTRIC INTL INCSite name: 02/26/2004Date form received by agency: THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name: F005. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: CADMIUM. Waste name: D006. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: Small Quantity GeneratorClassification: GENERAL ELECTRIC INTERNATIONAL INCSite name: 03/02/2006Date form received by agency: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 19 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: TETRACHLOROETHYLENE. Waste name: D039. Waste code: 1,4-DICHLOROBENZENE. Waste name: D027. Waste code: BENZENE. Waste name: D018. Waste code: CADMIUM. Waste name: D006. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: Small Quantity GeneratorClassification: GENERAL ELECTRIC INTL INCSite name: 06/04/1998Date form received by agency: Large Quantity GeneratorClassification: GENERAL ELECTRIC CO.Site name: 03/04/1999Date form received by agency: Large Quantity GeneratorClassification: GENERAL ELECTRIC INTERNATIONALSite name: 10/12/2000Date form received by agency: Large Quantity GeneratorClassification: GENERAL ELECTRIC ENERGY SERVICESite name: 01/30/2002Date form received by agency: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: BENZENE. Waste name: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 20 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005, AND STILL SOLVENTS, AND, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NON-HALOGENATED NON-HALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NON-HALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYLWaste name: F003Waste code: 20Amount (Lbs): BENZENEWaste name: D018Waste code: 180Amount (Lbs): LEADWaste name: D008Waste code: 480Amount (Lbs): CADMIUMWaste name: D006Waste code: 130Amount (Lbs): DISPOSED, THE WASTE WOULD BE A CORROSIVE HAZARDOUS WASTE. THESE CAUSTIC OR ACID SOLUTIONS BECOME CONTAMINATED AND MUST BE USED BY MANY INDUSTRIES TO CLEAN METAL PARTS PRIOR TO PAINTING. WHEN OR DEGREASE PARTS. HYDROCHLORIC ACID, A SOLUTION WITH A LOW PH, IS CAUSTIC SOLUTION WITH A HIGH PH, IS OFTEN USED BY INDUSTRIES TO CLEAN CONSIDERED TO BE A CORROSIVE HAZARDOUS WASTE. SODIUM HYDROXIDE, A A WASTE WHICH HAS A PH OF LESS THAN 2 OR GREATER THAN 12.5 ISWaste name: D002Waste code: 1300Amount (Lbs): WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OFWaste name: D001Waste code: Annual Waste Handled: Last Biennial Reporting Year: 2013 Biennial Reports: Large Quantity GeneratorClassification: GENERAL ELECTRIC COSite name: 03/01/1994Date form received by agency: Large Quantity GeneratorClassification: GENERAL ELECTRIC COSite name: 02/06/1996Date form received by agency: Large Quantity GeneratorClassification: GENERAL ELECTRIC INTL INCSite name: 09/01/1996Date form received by agency: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 21 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation monitoring will be conducted to confirm that contaminated groundwater migration of contaminated groundwater is under control, and that at the facility. Specifically, this determination indicates that the determined that migration of contaminated groundwater is under control review of information contained in the EI determination, it has been Contaminated Groundwater Under Control has been verified. Based on a Igration of Contaminated Groundwater under Control, Yes, Migration ofEvent: 12/08/2010Event date: CA550RCEvent: 12/08/2010Event date: changes at the facility. re-evaluated when the Agency/State becomes aware of significant reasonably expected conditions. This determination will be expected to be under control at the facility under current and contained in the EI determination, current human exposures are Under Control has been verified. Based on a review of information Current Human Exposures under Control, Yes, Current Human ExposuresEvent: 08/12/2010Event date: Stabilization Measures EvaluationEvent: 10/24/2002Event date: RFI ApprovedEvent: 12/29/1995Event date: RFI Workplan ApprovedEvent: 05/20/1994Event date: RFI Workplan ApprovedEvent: 05/15/1994Event date: RFI ImpositionEvent: 01/01/1994Event date: action priority. CA Prioritization, Facility or area was assigned a low correctiveEvent: 11/16/1993Event date: RFI Supplemental Implementation BegunEvent: 08/01/1993Event date: RFA Completed, Assessment was an RFA.Event: 04/30/1993Event date: RFA Completed, Assessment was an RFA.Event: 04/01/1993Event date: RFI Workplan ApprovedEvent: 12/22/1992Event date: Corrective Action Summary: 70Amount (Lbs): MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 22 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 03/07/2007 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 03/26/2007Date achieved compliance: 03/07/2007Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 01/24/2008 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 04/13/2010Date achieved compliance: 01/17/2008Date violation determined: TSD - Financial RequirementsArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 11/14/2008 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 11/14/2008Date achieved compliance: 11/14/2008Date violation determined: Generators - Records/ReportingArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 01/13/2009 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 04/13/2010Date achieved compliance: 01/08/2009Date violation determined: TSD - Financial RequirementsArea of violation: Not reportedRegulation violated: Facility Has Received Notices of Violations: Date For Remedy Selection (CM Imposed)Event: Not reportedEvent date: significant changes at the facility. determination will be re-evaluated when the Agency becomes aware of remains within the existing area of contaminated groundwater. This GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 23 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reported Enf. disposition status: 08/25/2004 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 09/03/2004Date achieved compliance: 08/25/2004Date violation determined: TSD - Contingency Plan and Emergency ProceduresArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 09/14/2004 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 04/13/2010Date achieved compliance: 09/09/2004Date violation determined: TSD - Financial RequirementsArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 10/20/2005 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 10/25/2005Date achieved compliance: 10/20/2005Date violation determined: TSD - Container Use and ManagementArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 11/22/2005 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 04/13/2010Date achieved compliance: 11/04/2005Date violation determined: TSD - Financial RequirementsArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 24 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reported Enf. disp. status date: Not reported Enf. disposition status: 07/29/1998 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 08/26/1998Date achieved compliance: 07/29/1998Date violation determined: Generators - GeneralArea of violation: F - 262.40-43.DRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 07/29/1998 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 08/26/1998Date achieved compliance: 07/29/1998Date violation determined: TSD - GeneralArea of violation: F - 264.170-177.IRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 12/19/2000 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 01/19/2001Date achieved compliance: 12/19/2000Date violation determined: TSD - General Facility StandardsArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 09/09/2003 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 09/30/2003Date achieved compliance: 09/09/2003Date violation determined: Generators - Pre-transportArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 25 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 11/05/1992 Enforcement action date: INITIAL 3008(A) COMPLIANCE Enforcement action: StateViolation lead agency: 04/22/1994Date achieved compliance: 08/06/1992Date violation determined: TSD - GeneralArea of violation: FR - 264.10-18.BRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 06/21/1995 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 08/14/1995Date achieved compliance: 06/21/1995Date violation determined: TSD - Financial RequirementsArea of violation: FR - 264.140-150.HRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 06/21/1995 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 08/14/1995Date achieved compliance: 08/14/1995Date violation determined: TSD - GeneralArea of violation: FR - 264.190-201.JRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 07/31/1996 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 07/31/1996Date achieved compliance: 07/31/1996Date violation determined: TSD - GeneralArea of violation: FR - 264.170-177.IRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 26 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 64510 Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 11/05/1992 Enforcement action date: INITIAL 3008(A) COMPLIANCE Enforcement action: StateViolation lead agency: 04/22/1994Date achieved compliance: 08/06/1992Date violation determined: Generators - GeneralArea of violation: FR - 262.20-23.BRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: 64510 Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 11/05/1992 Enforcement action date: INITIAL 3008(A) COMPLIANCE Enforcement action: StateViolation lead agency: 04/22/1994Date achieved compliance: 08/06/1992Date violation determined: LDR - GeneralArea of violation: FR - 268.7Regulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: 64510 Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 11/05/1992 Enforcement action date: INITIAL 3008(A) COMPLIANCE Enforcement action: StateViolation lead agency: 04/22/1994Date achieved compliance: 08/06/1992Date violation determined: TSD - Closure/Post-ClosureArea of violation: FR - 264.110-120.GRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: 64510 Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 11/05/1992 Enforcement action date: INITIAL 3008(A) COMPLIANCE Enforcement action: StateViolation lead agency: 04/22/1994Date achieved compliance: 08/06/1992Date violation determined: Generators - GeneralArea of violation: FR - 262.10-12.ARegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: 64510 Proposed penalty amount: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 27 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 03/05/2015Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: FINANCIAL RECORD REVIEWEvaluation: 05/05/2015Evaluation date: Evaluation Action Summary: Not reported Paid penalty amount: Not reported Final penalty amount: 64510 Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 11/05/1992 Enforcement action date: INITIAL 3008(A) COMPLIANCE Enforcement action: StateViolation lead agency: 06/24/1992Date achieved compliance: 10/09/1991Date violation determined: Generators - GeneralArea of violation: FR - 262.10-12.ARegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: 64510 Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 11/05/1992 Enforcement action date: INITIAL 3008(A) COMPLIANCE Enforcement action: StateViolation lead agency: 04/22/1994Date achieved compliance: 08/06/1992Date violation determined: Generators - GeneralArea of violation: FR - 262.40-43.DRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: 64510 Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 11/05/1992 Enforcement action date: INITIAL 3008(A) COMPLIANCE Enforcement action: StateViolation lead agency: 04/22/1994Date achieved compliance: 08/06/1992Date violation determined: TSD - GeneralArea of violation: FR - 264.50-56.DRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 28 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 12/12/2007Evaluation date: StateEvaluation lead agency: 04/13/2010Date achieved compliance: TSD - Financial RequirementsArea of violation: FINANCIAL RECORD REVIEWEvaluation: 01/17/2008Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 04/28/2008Evaluation date: StateEvaluation lead agency: 11/14/2008Date achieved compliance: Generators - Records/ReportingArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 11/14/2008Evaluation date: StateEvaluation lead agency: 04/13/2010Date achieved compliance: TSD - Financial RequirementsArea of violation: FINANCIAL RECORD REVIEWEvaluation: 01/08/2009Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 06/28/2010Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 12/15/2010Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: FINANCIAL RECORD REVIEWEvaluation: 01/19/2011Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 01/23/2013Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: FINANCIAL RECORD REVIEWEvaluation: 03/08/2013Evaluation date: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 29 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation StateEvaluation lead agency: 08/26/1998Date achieved compliance: TSD - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 07/29/1998Evaluation date: StateEvaluation lead agency: 01/19/2001Date achieved compliance: TSD - General Facility StandardsArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 12/19/2000Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: FINANCIAL RECORD REVIEWEvaluation: 08/28/2003Evaluation date: StateEvaluation lead agency: 09/30/2003Date achieved compliance: Generators - Pre-transportArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 09/09/2003Evaluation date: StateEvaluation lead agency: 09/03/2004Date achieved compliance: TSD - Contingency Plan and Emergency ProceduresArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 08/25/2004Evaluation date: StateEvaluation lead agency: 04/13/2010Date achieved compliance: TSD - Financial RequirementsArea of violation: FINANCIAL RECORD REVIEWEvaluation: 09/09/2004Evaluation date: StateEvaluation lead agency: 10/25/2005Date achieved compliance: TSD - Container Use and ManagementArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 10/20/2005Evaluation date: StateEvaluation lead agency: 04/13/2010Date achieved compliance: TSD - Financial RequirementsArea of violation: FINANCIAL RECORD REVIEWEvaluation: 11/04/2005Evaluation date: StateEvaluation lead agency: 03/26/2007Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 03/07/2007Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 30 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 06/24/1992Evaluation date: StateEvaluation lead agency: 04/22/1994Date achieved compliance: TSD - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 06/24/1992Evaluation date: StateEvaluation lead agency: 04/22/1994Date achieved compliance: TSD - Closure/Post-ClosureArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 06/24/1992Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: SIGNIFICANT NON-COMPLIEREvaluation: 08/06/1992Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: NOT A SIGNIFICANT NON-COMPLIEREvaluation: 04/22/1994Evaluation date: State Contractor/GranteeEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 10/06/1994Evaluation date: StateEvaluation lead agency: 08/14/1995Date achieved compliance: TSD - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 06/21/1995Evaluation date: StateEvaluation lead agency: 08/14/1995Date achieved compliance: TSD - Financial RequirementsArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 06/21/1995Evaluation date: StateEvaluation lead agency: 07/31/1996Date achieved compliance: TSD - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 07/31/1996Evaluation date: StateEvaluation lead agency: 08/26/1998Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 07/29/1998Evaluation date: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 31 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Project Code (Site Code)Alias Type: 400304Alias Name: EPA (FRS #)Alias Type: 110000609440Alias Name: EPA Identification NumberAlias Type: CAD030584502Alias Name: APNAlias Type: 345-174-03Alias Name: SOIL, UEPotential Description: Not reportedConfirmed COC: (PCE Acetone Polychlorinated biphenyls (PCBs, see IRIS Materials (ACM Polychlorinated biphenyls (PCBs Tetrachloroethylene 1,1,1-Trichloroethane (TCA Ethylbenzene Asbestos ContainingPotential COC : EQUIPMENT/INSTRUMENT REPAIRPast Use: 345-174-03APN: -117.8412Longitude: 33.85584Latitude: Responsible PartyFunding: NORestricted Use: 01/01/2008Status Date: ActiveStatus: Not reportedSpecial Program Status: 37Senate: 68Assembly: NONE SPECIFIEDSite Mgmt. Req.: 490004Site Code: Cleanup ChatsworthDivision Branch: Philip ChandlerSupervisor: Maria FabellaProject Manager: Not reportedLead Agency Description: SMBRPCleanup Oversight Agencies: NONational Priorities List: 6.4Acres: State Response ERAPSite Type Detail: State ResponseSite Type: 80001362Facility ID: RESPONSE: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: FINANCIAL RECORD REVIEWEvaluation: 06/27/1986Evaluation date: State Contractor/GranteeEvaluation lead agency: 06/24/1992Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 10/09/1991Evaluation date: StateEvaluation lead agency: 04/22/1994Date achieved compliance: LDR - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 06/24/1992Evaluation date: StateEvaluation lead agency: 04/22/1994Date achieved compliance: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 32 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 10/14/2013Completed Date: CorrespondenceCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 10/08/2014Completed Date: Annual Oversight Cost EstimateCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 08/18/1993Completed Date: * Historical Operating Permit AuthorityCompleted Document Type: ENTIRE FACILITYCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 02/27/1992Completed Date: * Other InstrumentCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 10/29/1996Completed Date: Consent OrderCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 04/14/2003Completed Date: * Historical Permit Modification AuthorityCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 10/24/2002Completed Date: Interim Measures QuestionnaireCompleted Document Type: AOC #3 REMOVAL OF PCB CONTAMINATED SOILCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 04/30/1993Completed Date: RCRA Facility Assessment ReportCompleted Document Type: ENTIRE FACILITYCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 04/01/1993Completed Date: RCRA Facility Assessment ReportCompleted Document Type: ENTIRE FACILITYCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 80001362Alias Name: Project Code (Site Code)Alias Type: 490004Alias Name: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 33 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedComments: 06/30/2015Completed Date: Site Characterization ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 04/08/2014Completed Date: Technical WorkplanCompleted Document Type: ENTIRE FACILITYCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: contaminated with PCBs,VOCs, and SVOCs. Workplan is related to removal/abandonment of (2)ClarifiiersComments: 08/06/2008Completed Date: Removal Action WorkplanCompleted Document Type: PCB OPERATION AREACompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 05/20/1994Completed Date: RFI WorkplanCompleted Document Type: ENTIRE FACILITYCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 05/15/1994Completed Date: RFI WorkplanCompleted Document Type: ENTIRE FACILITYCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 12/29/1995Completed Date: RFI ReportCompleted Document Type: ENTIRE FACILITYCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 08/01/1993Completed Date: FieldworkCompleted Document Type: PCB OPERATION AREACompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 12/22/1992Completed Date: RFI WorkplanCompleted Document Type: PCB OPERATION AREACompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 10/12/2015Completed Date: Annual Oversight Cost EstimateCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 34 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation * UnknownFunding: NORestricted Use: 07/23/1997Status Date: Refer: RCRAStatus: Not reportedSpecial Program Status: 37Senate: 68Assembly: NONE SPECIFIEDSite Mgmt. Req.: Not reportedSite Code: Cleanup ChatsworthDivision Branch: Philip ChandlerSupervisor: Maria FabellaProject Manager: * DTSCLead Agency Description: DTSCCleanup Oversight Agencies: NONational Priorities List: Not reportedAcres: State Response ERAPSite Type Detail: State ResponseSite Type: 30760008Facility ID: Not reportedSchedule Revised Date: 06/23/2016Schedule Due Date: Site Characterization ReportSchedule Document Type: Not reportedSchedule Sub Area Name: PROJECT WIDESchedule Area Name: 2017Future Due Date: CertificationFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: 2016Future Due Date: Groundwater Migration ControlledFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: 2019Future Due Date: CertificationFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: 2019Future Due Date: Remedy ConstructedFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: 2017Future Due Date: Land Use RestrictionFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: 2016Future Due Date: Human Exposure ControlledFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: 2018Future Due Date: Removal Action Completion ReportFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: 2017Future Due Date: Remedial Action PlanFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 35 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 01/18/1996Completed Date: * DiscoveryCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: agencies. conference to facilitate discussion and coordinate with other Affected agencies and all responsible persons were invited to the outline public participation and site investigation requirements. SITE CONFERENCE -- Site conference was held on July 19, 1996 toComments: 07/19/1996Completed Date: Site Conferences for SB 923 SitesCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Remedial Action Program. submitted for review. Completed PEA necessary to apply for Expedited PEA - Preliminary Endangerment Assessment equivalent documentComments: 03/26/1996Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 01/18/1996Completed Date: Site ScreeningCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30760008Alias Name: EPA (FRS #)Alias Type: 110000609440Alias Name: EPA Identification NumberAlias Type: CAD030584502Alias Name: APNAlias Type: 345-174-03Alias Name: Alternate NameAlias Type: GENERAL ELECTRIC APPARATUS SERVICE CENTEAlias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: Polychlorinated biphenyls (PCBsPotential COC : NONE SPECIFIEDPast Use: 345-174-03APN: -117.8407Longitude: 33.85646Latitude: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 36 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 07/19/1996Completed Date: Site Conferences for SB 923 SitesCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Remedial Action Program. submitted for review. Completed PEA necessary to apply for Expedited PEA - Preliminary Endangerment Assessment equivalent documentComments: 03/26/1996Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 01/18/1996Completed Date: Site ScreeningCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30760008Alias Name: EPA (FRS #)Alias Type: 110000609440Alias Name: EPA Identification NumberAlias Type: CAD030584502Alias Name: APNAlias Type: 345-174-03Alias Name: Alternate NameAlias Type: GENERAL ELECTRIC APPARATUS SERVICE CENTEAlias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: Polychlorinated biphenyls (PCBsPotential COC: NONE SPECIFIEDPast Use: 345-174-03APN: -117.8407Longitude: 33.85646Latitude: * UnknownFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup ChatsworthDivision Branch: Philip ChandlerSupervisor: Maria FabellaProgram Manager: DTSCLead Agency: DTSCRegulatory Agencies: NONPL: Not reportedAcres: State Response ERAPSite Type Detailed: State ResponseSite Type: Not reportedSite Code: 07/23/1997Status Date: Refer: RCRAStatus: 30760008Facility ID: ENVIROSTOR: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 37 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 400304Alias Name: EPA (FRS #)Alias Type: 110000609440Alias Name: EPA Identification NumberAlias Type: CAD030584502Alias Name: APNAlias Type: 345-174-03Alias Name: SOIL, UEPotential Description: Not reportedConfirmed COC: (PCE Acetone Polychlorinated biphenyls (PCBs, see IRIS Materials (ACM Polychlorinated biphenyls (PCBs Tetrachloroethylene 1,1,1-Trichloroethane (TCA Ethylbenzene Asbestos ContainingPotential COC: EQUIPMENT/INSTRUMENT REPAIRPast Use: 345-174-03APN: -117.8412Longitude: 33.85584Latitude: Responsible PartyFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup ChatsworthDivision Branch: Philip ChandlerSupervisor: Maria FabellaProgram Manager: WMLead Agency: SMBRPRegulatory Agencies: NONPL: 6.4Acres: State Response ERAPSite Type Detailed: State ResponseSite Type: 490004Site Code: 01/01/2008Status Date: ActiveStatus: 80001362Facility ID: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 01/18/1996Completed Date: * DiscoveryCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: agencies. conference to facilitate discussion and coordinate with other Affected agencies and all responsible persons were invited to the outline public participation and site investigation requirements. SITE CONFERENCE -- Site conference was held on July 19, 1996 toComments: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 38 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CorrespondenceCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 10/08/2014Completed Date: Annual Oversight Cost EstimateCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 08/18/1993Completed Date: * Historical Operating Permit AuthorityCompleted Document Type: ENTIRE FACILITYCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 02/27/1992Completed Date: * Other InstrumentCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 10/29/1996Completed Date: Consent OrderCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 04/14/2003Completed Date: * Historical Permit Modification AuthorityCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 10/24/2002Completed Date: Interim Measures QuestionnaireCompleted Document Type: AOC #3 REMOVAL OF PCB CONTAMINATED SOILCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 04/30/1993Completed Date: RCRA Facility Assessment ReportCompleted Document Type: ENTIRE FACILITYCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 04/01/1993Completed Date: RCRA Facility Assessment ReportCompleted Document Type: ENTIRE FACILITYCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 80001362Alias Name: Project Code (Site Code)Alias Type: 490004Alias Name: Project Code (Site Code)Alias Type: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 39 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedComments: 06/30/2015Completed Date: Site Characterization ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 04/08/2014Completed Date: Technical WorkplanCompleted Document Type: ENTIRE FACILITYCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: contaminated with PCBs,VOCs, and SVOCs. Workplan is related to removal/abandonment of (2)ClarifiiersComments: 08/06/2008Completed Date: Removal Action WorkplanCompleted Document Type: PCB OPERATION AREACompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 05/20/1994Completed Date: RFI WorkplanCompleted Document Type: ENTIRE FACILITYCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 05/15/1994Completed Date: RFI WorkplanCompleted Document Type: ENTIRE FACILITYCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 12/29/1995Completed Date: RFI ReportCompleted Document Type: ENTIRE FACILITYCompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 08/01/1993Completed Date: FieldworkCompleted Document Type: PCB OPERATION AREACompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 12/22/1992Completed Date: RFI WorkplanCompleted Document Type: PCB OPERATION AREACompleted Sub Area Name: Sites With No Operable UnitCompleted Area Name: Not reportedComments: 10/12/2015Completed Date: Annual Oversight Cost EstimateCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 10/14/2013Completed Date: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 40 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSite History: (PCBs) Waste Oil / Motor / Hydraulic / Lubricating, Polychlorinated biphenylsPotential Contaminants of Concern: SoilPotential Media Affect: Local AgencyFile Location: 86UT154LOC Case Number: 083000174TRB Case Number: ORANGE COUNTY LOPLocal Agency: AMCase Worker: ORANGE COUNTY LOPLead Agency: 09/07/1990Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.8408024Longitude: 33.8554322Latitude: T0605900134Global Id: STATERegion: LUST: Not reportedSchedule Revised Date: 06/23/2016Schedule Due Date: Site Characterization ReportSchedule Document Type: Not reportedSchedule Sub Area Name: PROJECT WIDESchedule Area Name: 2017Future Due Date: CertificationFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: 2016Future Due Date: Groundwater Migration ControlledFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: 2019Future Due Date: CertificationFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: 2019Future Due Date: Remedy ConstructedFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: 2017Future Due Date: Land Use RestrictionFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: 2016Future Due Date: Human Exposure ControlledFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: 2018Future Due Date: Removal Action Completion ReportFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: 2017Future Due Date: Remedial Action PlanFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 41 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1973Year Installed: 2Container Num: 001Tank Num: 0002Total Tanks: ANAHEIM, CA 92806Owner City,St,Zip: 3601 EAST LAPALMAOwner Address: GENERAL ELECTRIC CO.Owner Name: 7146304111Telephone: Not reportedContact Name: SERVICE SHOPOther Type: OtherFacility Type: 00000056580Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002E957.pdfURL: 0002E957File Number: HIST UST: 43,775Total Gallons: GENERAL ELECTRIC INTERNATIONALOwner: AnaheimCertified Unified Program Agencies: AST: Leak ReportedAction: 09/10/1986Date: OtherAction Type: T0605900134Global Id: Leak DiscoveryAction: 09/10/1986Date: OtherAction Type: T0605900134Global Id: Regulatory Activities: 09/10/1986Status Date: Open - Case Begin DateStatus: T0605900134Global Id: 09/07/1990Status Date: Completed - Case ClosedStatus: T0605900134Global Id: Status History: 7144336011Phone Number: amartinez@ochca.comEmail: SANTA ANACity: 1241 E. DYER ROAD SUITE 120Address: ORANGE COUNTY LOPOrganization Name: ANTHONY MARTINEZContact Name: Local Agency CaseworkerContact Type: T0605900134Global Id: Contact: Click here to access the California GeoTracker records for this facility: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 42 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ANAHEIM, CA 92806 3601 E LA PALMA AVEFacility Address: GENERAL ELEC SVC CTRFacility name: CAD030584502EPAID: PADS: Not reportedAction: 9Region: CAD030584502EPA ID: 2020 COR ACTION: 3/18/2011Effective date: 2582179Face value: 557865Cost estimate: FT002Mechanism ID: FINANCIAL TESTMechanism type: ORANGECounty: 9EPA region: GENERAL ELECTRIC CO.Provider: CAD030584502EPA ID: 3/20/2008Effective date: 2569580Face value: 2000000Cost estimate: FT001Mechanism ID: FINANCIAL TESTMechanism type: ORANGECounty: 9EPA region: GENERAL ELECTRIC CO.Provider: CAD030584502EPA ID: US FIN ASSUR: DIOXIN / PCBsReleased Chemical: Closed pre 1994, file review required to determine closure typeClosure Type: CLOSED 3/1/1990Current Status: RO0000261Record ID: 90IC003Case ID: Orange Co. Industrial Site: Click here for Geo Tracker PDF: NoneLeak Detection: Not reportedContainer Construction Thickness: 06Type of Fuel: WASTETank Used for: 00000000Tank Capacity: 1973Year Installed: 3Container Num: 002Tank Num: NoneLeak Detection: Not reportedContainer Construction Thickness: 06Type of Fuel: WASTETank Used for: 00000000Tank Capacity: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 43 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 30County Code: 1995Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 3Reactive Organic Gases Tons/Yr: 4Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3699SIC Code: SCAir District Name: 24222Facility ID: SCAir Basin: 30County Code: 1993Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 8Reactive Organic Gases Tons/Yr: 14Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3699SIC Code: SCAir District Name: 24222Facility ID: SCAir Basin: 30County Code: 1990Year: EMI: 05/15/1990Date received: 03/30/1990Cert. date: Not reportedCert. name: Not reportedCert. title: USMailing country: ANAHEIM, CA 92806 3601 E LA PALMA AVEMailing address: Not reportedContact extension: (717)630-4111Contact tel: LEAFSTONE LARRYContact name: Not reportedContact title: GENERAL ELECFacility owner name: NoSmelter: NoResearch facility: NoDisposer: YesTransporter: YesStorer: YesGenerator: USFacility country: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 44 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7699SIC Code: SCAir District Name: 24222Facility ID: SCAir Basin: 30County Code: 1999Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7699SIC Code: SCAir District Name: 24222Facility ID: SCAir Basin: 30County Code: 1998Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7699SIC Code: SCAir District Name: 24222Facility ID: SCAir Basin: 30County Code: 1997Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 3Reactive Organic Gases Tons/Yr: 4Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3699SIC Code: SCAir District Name: 24222Facility ID: SCAir Basin: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 45 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ZENZI POINDEXTERPublic Information Officer: Not reportedPublic Information Officer: 37Senate District: 68Assembly District: 490004, 400304Site Code: LIANG CHIANGSupervisor: PHILLIP BLUMTeam: Small StorageFacility Size: Permitted - OperatingFacility Type: -117.8412Longitude: 33.85584Latitude: OPERATING PERMITCleanup Status: CAD030584502EPA Id: HWP: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7699SIC Code: SCAir District Name: 24222Facility ID: SCAir Basin: 30County Code: 2001Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7699SIC Code: SCAir District Name: 24222Facility ID: SCAir Basin: 30County Code: 2000Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 46 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Permitted - OperatingFacility Type: CAD030584502EPA Id: 10/28/2004Actual Date: Renewal - With Changes - FINAL PERMIT RENEWALEvent Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 12/01/2004Actual Date: Renewal - With Changes - FINAL PERMIT RENEWAL (EFFECTIVE)Event Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 11/30/2014Actual Date: Renewal - With Changes - FINAL PERMIT RENEWAL (EXPIRES)Event Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 08/18/1993Actual Date: New Operating Permit - FINAL PERMIT (EFFECTIVE)Event Description: CONTAIN1 (GPRA Unit), CONTAIN2Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 10/09/1990Actual Date: New Operating Permit - APPLICATION PART B RECEIVEDEvent Description: CONTAIN1 (GPRA Unit), CONTAIN2Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 06/30/1993Actual Date: New Operating Permit - FINAL CEQAEvent Description: CONTAIN1 (GPRA Unit), CONTAIN2Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 06/25/2004Actual Date: Renewal - With Changes - PUBLIC COMMENT (BEGIN)Event Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 06/25/2004Actual Date: Renewal - With Changes - DRAFT PERMIT RENEWALEvent Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 04/14/2016Actual Date: Renewal - No Changes - PUBLIC COMMENT (BEGIN)Event Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: Activities: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 47 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 03/17/2016Actual Date: Renewal - No Changes - FINAL PART A & PART B RECEIVEDEvent Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 06/30/1993Actual Date: New Operating Permit - CEQA DETERMINATIONEvent Description: CONTAIN1 (GPRA Unit), CONTAIN2Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 08/09/2004Actual Date: Renewal - With Changes - PUBLIC COMMENT (END)Event Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 06/03/1993Actual Date: New Operating Permit - PUBLIC COMMENT (PUBLIC HEARING)Event Description: CONTAIN1 (GPRA Unit), CONTAIN2Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 05/31/2016Actual Date: Renewal - No Changes - PUBLIC COMMENT (END)Event Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 06/10/2004Actual Date: Renewal - With Changes - FINAL PART A & PART B RECEIVEDEvent Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 04/30/1993Actual Date: New Operating Permit - PUBLIC COMMENT (BEGIN)Event Description: CONTAIN1 (GPRA Unit), CONTAIN2Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 02/05/2016Actual Date: Renewal - No Changes - DRAFT CEQAEvent Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 05/17/2016Actual Date: Renewal - No Changes - PUBLIC COMMENT (PUBLIC HEARING)Event Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 11/30/2013Actual Date: Renewal - No Changes - DISCLOSURE (CALL-IN DATE)Event Description: CONTAIN1 (GPRA Unit)Unit Names: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 48 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CONTAIN1 (GPRA Unit), CONTAIN2Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 03/21/2016Actual Date: Renewal - No Changes - TECHNICAL COMPLETE LETTEREvent Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 05/17/2016Actual Date: Renewal - No Changes - PUBLIC COMMENT (PUBLIC MEETING)Event Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 09/29/2014Actual Date: Renewal - No Changes - DISCLOSURE (RECEIVED)Event Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 06/30/2014Actual Date: Renewal - No Changes - APPLICATION PART B RECEIVEDEvent Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 06/30/1993Actual Date: New Operating Permit - FINAL PERMITEvent Description: CONTAIN1 (GPRA Unit), CONTAIN2Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 03/10/1993Actual Date: New Operating Permit - FINAL PART A & PART B RECEIVEDEvent Description: CONTAIN1 (GPRA Unit), CONTAIN2Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 10/23/2015Actual Date: Renewal - No Changes - RESPONSE TO 1ST NOD RECEIVEDEvent Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 02/05/2016Actual Date: Renewal - No Changes - FINAL CEQAEvent Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 12/10/2014Actual Date: Renewal - No Changes - DISCLOSURE (CLEARED)Event Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 49 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 110000609440Alias: FRSAlias Type: Permitted - OperatingFacility Type: CAD030584502EPA Id: 400304Alias: Project Code (Site Code)Alias Type: Permitted - OperatingFacility Type: CAD030584502EPA Id: 490004Alias: Project Code (Site Code)Alias Type: Permitted - OperatingFacility Type: CAD030584502EPA Id: Alias: 10/29/1996Actual Date: Referred for closure to other agency - REFERRED FOR CLOSURE TO OTHER AGENCYEvent Description: CONTAIN2Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: Closure: 04/14/2016Actual Date: Renewal - No Changes - DRAFT PERMIT RENEWALEvent Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 10/15/2014Actual Date: Renewal - No Changes - ADMINISTRATIVE REVIEW COMPLETEEvent Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 10/02/2013Actual Date: Renewal - No Changes - CALL-IN LETTER ISSUEDEvent Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 07/24/2015Actual Date: Renewal - No Changes - 1ST NOTICE OF DEFICIENCY ISSUEDEvent Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 06/30/2014Actual Date: Renewal - No Changes - APPLICATION PART A RECEIVEDEvent Description: CONTAIN1 (GPRA Unit)Unit Names: Permitted - OperatingFacility Type: CAD030584502EPA Id: 08/18/2003Actual Date: New Operating Permit - FINAL PERMIT (EXPIRES)Event Description: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 50 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation B011 - PCB CONTAMINATED TRANS CONT >500 PPMWaste Code: Not reportedMGMT Method Type Code: Not reportedAlt Facility Sign Date: Not reportedAlt Facility RCRA ID: Not reportedManifest Ref Number: Not reportedDiscr Full Reject Indicator: Not reportedDiscr Partial Reject Indicator: Not reportedDiscr Residue Indicator: Not reportedDiscr Type Indicator: Not reportedDiscr Quantity Indicator: Not reportedExport Indicator: Not reportedImport Indicator: Not reportedManifest Tracking Number: Not reportedTSDF ID 2: NYD049836679TSDF ID 1: Not reportedTrans2 EPA ID: NYD097644801Trans1 EPA ID: CAD030584502Generator EPA ID: 07/09/1985Part B Recv Date: 07/24/1985Part A Recv Date: 06/25/1985TSD Site Recv Date: / /Trans2 Recv Date: 06/24/1985Trans1 Recv Date: 06/24/1985Generator Ship Date: Not reportedTrans2 State ID: NYU53098Trans1 State ID: 1985Year: Not reportedseq: KManifest Status: NYA2355579Document ID: NY MANIFEST: 7146304111Mailing Phone: USAMailing Country: Not reportedMailing Zip 4: 92806Mailing Zip: CAMailing State: ANAHEIMMailing City: Not reportedMailing Address 2: 3601 EAST LAPALMAMailing Address 1: GENERAL ELECTRIC COMailing Contact: GENERAL ELECTRIC COMailing Name: CAD030584502EPAID: NY MANIFEST: Not reportedLocation Zip 4: 92806Location Zip: CALocation State: ANAHEIMLocation City: Not reportedTotal Tanks: Not reportedLocation Address 2: BPCode: 3601 EAST LAPALMALocation Address 1: Not reportedFacility Status: CAD030584502EPA ID: USACountry: NY MANIFEST: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 51 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedProgram Type: 8 30I005366WDID: Not reportedPlace Id: IndustrialRegulatory Measure Type: Not reportedOrder No: 208529Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: NPDES: 100Specific Gravity: L Landfill.Handling Method: DM - Metal drums, barrelsContainer Type: 001Number of Containers: P - PoundsUnits: 00075Quantity: Not reportedWaste Code: Not reportedWaste Code: Not reportedWaste Code: Not reportedWaste Code: B009 - OTHER PCB WASTES (SEE B007)Waste Code: 100Specific Gravity: B Incineration, heat recovery, burning.Handling Method: DM - Metal drums, barrelsContainer Type: 002Number of Containers: P - PoundsUnits: 00800Quantity: Not reportedWaste Code: Not reportedWaste Code: Not reportedWaste Code: Not reportedWaste Code: B001 - PCB OIL (CONC) FROM TRANS, CAP, ETCWaste Code: 100Specific Gravity: L Landfill.Handling Method: DM - Metal drums, barrelsContainer Type: 015Number of Containers: P - PoundsUnits: 04500Quantity: Not reportedWaste Code: Not reportedWaste Code: Not reportedWaste Code: Not reportedWaste Code: B009 - OTHER PCB WASTES (SEE B007)Waste Code: 100Specific Gravity: L Landfill.Handling Method: TP - Tanks, portableContainer Type: 005Number of Containers: P - PoundsUnits: 11600Quantity: Not reportedWaste Code: Not reportedWaste Code: Not reportedWaste Code: Not reportedWaste Code: Not reportedWaste Code: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 52 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: 714-630-4111EMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: CaliforniaDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Private BusinessOPERATOR TYPE: michael.mellon@ps.ge.comOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-630-4111OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Micheal MellonOPERATOR CONTACT NAME: 92806OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: 3601 E La Palma AveOPERATOR ADDRESS: General Electric CoOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 714-630-4111FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Rick FattenFACILITY CONTACT NAME: 52PLACE SIZE UNIT: 7PLACE SIZE: 1/15/1993STATUS DATE: ActiveSTATUS CODE NAME: 1/15/1993PROCESSED DATE: 5/9/2008RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 53 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: Not reportedDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Not reportedOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: Not reportedOPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Not reportedOPERATOR CONTACT NAME: Not reportedOPERATOR ZIP: Not reportedOPERATOR STATE: Not reportedOPERATOR CITY: Not reportedOPERATOR ADDRESS: Not reportedOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: Not reportedFACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Not reportedFACILITY CONTACT NAME: Not reportedPLACE SIZE UNIT: Not reportedPLACE SIZE: Not reportedSTATUS DATE: Not reportedSTATUS CODE NAME: Not reportedPROCESSED DATE: Not reportedRECEIVED DATE: 92806Discharge Zip: CaliforniaDischarge State: AnaheimDischarge City: 3601 E La Palma AveDischarge Address: General Electric CoDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: 01/15/1993Effective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: IndustrialProgram Type: 8 30I005366WDID: Not reportedPlace Id: EnrolleeRegulatory Measure Type: 97-03-DWQOrder No: 208529Regulatory Measure Id: 8Region: 0Agency Id: ActiveFacility Status: CAS000001Npdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Environments and Appliances 3822-Automatic Controls for Regulating Residential and CommercialPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Pacific OceanRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: GENERAL ELECTRIC INTERNATIONAL, INC (Continued)1000213827 TC4702912.2s Page 54 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedPrimary Waste Type: Not reportedWaste2: Not reportedWaste Type2: Not reportedPrimary Waste: Not reportedPrimary Waste Type: Not reportedSIC Code 2: 0SIC Code: PrivateAgency Type: 7146304111Agency Telephone: MICHAEL MELLONAgency Contact: ANAHEIM 92806Agency City,St,Zip: 3601 E. LA PALMA AVEAgency Address: GENERAL ELECTRIC INTERNATIONALAgency Name: RICK FATTENFacility Contact: 7146304111Facility Telephone: 8Subregion: are assigned by the Regional Board CAS000001 The 1st 2 characters designate the state. The remaining 7NPDES Number: under Waste Discharge Requirements. Active - Any facility with a continuous or seasonal discharge that isFacility Status: pumping. repairing, oil production, storage and disposal operations, water washing, geothermal operations, air conditioning, ship building and processing operation of whatever nature, including mining, gravel semisolid wastes from any servicing, producing, manufacturing or Industrial - Facility that treats and/or disposes of liquid orFacility Type: Santa Ana River 30I005366Facility ID: WDS: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Not reportedRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 TC4702912.2s Page 55 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation dairy waste ponds. dischargers having waste storage systems with land disposal such as disposal systems, such as septic systems with subsurface disposal, or management practices, facilities with passive waste treatment and cooling water dischargers or thosewho must comply through best Category C - Facilities having no waste treatment systems, such asComplexity: represent no threat to water quality. Level. A Zero (0) may be used to code those NURDS that are found to considered a minor threat to water quality unless coded at a higher to a major or minor threat. Not: All nurds without a TTWQ will be should cause a relatively minor impairment of beneficial uses compared Minor Threat to Water Quality. A violation of a regional board orderTreat To Water: Not reportedPOTW: Not reportedReclamation: 0Baseline Flow: 0Design Flow: Not reportedSecondary Waste Type: Not reportedSecondary Waste: GENERAL ELECTRIC INTERNATIONAL, INC (Continued) 1000213827 Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (714) 632-3730Owner/operator telephone: Not reportedOwner/operator country: ANAHIEM, CA 92806 3707 E LA PALMA AVEOwner/operator address: GARY LITTLEOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 632-3730Contact telephone: USContact country: ANAHIEM, CA 92806 3707 E LA PALMA AVEContact address: PETER HAGMANContact: CAR000075820EPA ID: ANAHEIM, CA 92806 3707 E LA PALMA AVEFacility address: SOUTHWEST MATERIAL HANDLINGFacility name: 06/19/2000Date form received by agency: RCRA-SQG: 139 ft. Site 1 of 9 in cluster B 0.026 mi.ECHO Relative: Higher Actual: 243 ft. < 1/8 CA HAZNETANAHEIM, CA 92806 NE FINDS3707 E LA PALMA AVE CAR000075820 B4 RCRA-SQGSOUTHWEST MATERIAL HANDLING 1004675673 TC4702912.2s Page 56 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAR000075820GEPAID: 2000Year: 1004675673envid: OrangeFacility County: Transfer StationMethod Decode: Aqueous solution with total organic residues less than 10 percentCat Decode: 0.35Tons: Transfer StationDisposal Method: Aqueous solution with total organic residues less than 10 percentWaste Category: Not reportedTSD County: CAT000613893TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928060000Mailing City,St,Zip: 3707 E LA PALMA AVEMailing Address: Not reportedMailing Name: 7146323730Telephone: PETER HAGMAN-SERVICE MANAGERContact: CAR000075820GEPAID: 2001Year: 1004675673envid: HAZNET: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110006486784Registry ID: FINDS: No violations foundViolation Status: TETRACHLOROETHYLENE. Waste name: D039. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: SOUTHWEST MATERIAL HANDLING (Continued) 1004675673 TC4702912.2s Page 57 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110006486784DFR URL: 110006486784Registry ID: 1004675673Envid: ECHO: OrangeFacility County: Transfer StationMethod Decode: Aqueous solution with total organic residues less than 10 percentCat Decode: 0.16Tons: Transfer StationDisposal Method: Aqueous solution with total organic residues less than 10 percentWaste Category: Not reportedTSD County: CAT000613893TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928060000Mailing City,St,Zip: 3707 E LA PALMA AVEMailing Address: Not reportedMailing Name: 7146323730Telephone: PETER HAGMAN-SERVICE MANAGERContact: SOUTHWEST MATERIAL HANDLING (Continued) 1004675673 Regional Board CaseworkerContact Type: T0605901041Global Id: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITYOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605901041Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083001379TRB Case Number: ANAHEIM CITYLocal Agency: ROWCase Worker: ANAHEIM CITYLead Agency: 03/22/2004Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.8383705Longitude: 33.8555024Latitude: T0605901041Global Id: STATERegion: LUST: 195 ft. Site 2 of 9 in cluster B 0.037 mi. Relative: Higher Actual: 244 ft. < 1/8 ANAHEIM, CA 92806 NE 3731 E LA PALMA AVE N/A B5 CA LUSTUNOCAL #5214 S104577239 TC4702912.2s Page 58 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation File reviewAction: 10/10/2013Date: ENFORCEMENTAction Type: T0605901041Global Id: Leak ReportedAction: 12/19/1989Date: OtherAction Type: T0605901041Global Id: Leak DiscoveryAction: 11/09/1989Date: OtherAction Type: T0605901041Global Id: Regulatory Activities: 05/23/2003Status Date: Open - Site AssessmentStatus: T0605901041Global Id: 11/01/2002Status Date: Open - Site AssessmentStatus: T0605901041Global Id: 01/18/1990Status Date: Open - Site AssessmentStatus: T0605901041Global Id: 12/19/1989Status Date: Open - Site AssessmentStatus: T0605901041Global Id: 10/31/2002Status Date: Open - Reopen CaseStatus: T0605901041Global Id: 11/09/1989Status Date: Open - Case Begin DateStatus: T0605901041Global Id: 03/22/2004Status Date: Completed - Case ClosedStatus: T0605901041Global Id: 10/09/1995Status Date: Completed - Case ClosedStatus: T0605901041Global Id: Status History: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: UNOCAL #5214 (Continued)S104577239 TC4702912.2s Page 59 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Closure/No Further Action LetterAction: 10/09/1995Date: ENFORCEMENTAction Type: T0605901041Global Id: Leak StoppedAction: 11/09/1989Date: OtherAction Type: T0605901041Global Id: UNOCAL #5214 (Continued)S104577239 Not reportedNumber Of Tanks: REG UNLEADEDContent: WASTESTG: M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: Not reportedTank Status: 30-011-002417-000004SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 2417Comp Number: Not reportedStatus: 4Number Of Tanks: JET FUELContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 280Capacity: Not reportedTank Status: 30-011-002417-000001SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 2417Comp Number: Not reportedStatus: SWEEPS UST: -117.836369Longitude: 33.857227Latitude: Not reportedPermitting Agency: 5089Facility ID: UST: 195 ft. Site 3 of 9 in cluster B 0.037 mi. Relative: Higher Actual: 244 ft. < 1/8 ANAHEIM, CA 92806 NE CA SWEEPS UST3731 E LA PALMA AVE N/A B6 CA USTMIKE’S UNOCAL-76 SS#5215 U003949187 TC4702912.2s Page 60 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 2417Comp Number: ActiveStatus: Not reportedNumber Of Tanks: GASHOLContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: ATank Status: 30-011-002417-000010SWRCB Tank Id: 50Owner Tank Id: 06-30-90Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 2417Comp Number: ActiveStatus: Not reportedNumber Of Tanks: GASHOLContent: WASTESTG: M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: Not reportedTank Status: 30-011-002417-000006SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 2417Comp Number: Not reportedStatus: Not reportedNumber Of Tanks: DIESELContent: WASTESTG: M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: Not reportedTank Status: 30-011-002417-000005SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 2417Comp Number: Not reportedStatus: MIKE’S UNOCAL-76 SS#5215 (Continued)U003949187 TC4702912.2s Page 61 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedNumber Of Tanks: REG UNLEADEDContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 12000Capacity: ATank Status: 30-011-002417-000009SWRCB Tank Id: 50Owner Tank Id: 06-30-90Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 2417Comp Number: ActiveStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 12000Capacity: ATank Status: 30-011-002417-000008SWRCB Tank Id: 50Owner Tank Id: 06-30-90Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 2417Comp Number: ActiveStatus: 4Number Of Tanks: WASTE OILContent: WSTG: UNKNOWNTank Use: Not reportedActive Date: 550Capacity: ATank Status: 30-011-002417-000007SWRCB Tank Id: 50Owner Tank Id: 06-30-90Created Date: MIKE’S UNOCAL-76 SS#5215 (Continued) U003949187 Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.838502Longitude: 33.855737Latitude: T0605992652Global Id: STATERegion: LUST: 195 ft. Site 4 of 9 in cluster B 0.037 mi. Relative: Higher Actual: 244 ft. < 1/8 ANAHEIM, CA 92806 NE 3731 EAST LA PALMA AVENUE N/A B7 CA LUSTTOSCO/76 #5215 S105624633 TC4702912.2s Page 62 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation T0605992652Global Id: Leak ReportedAction: 02/01/2002Date: OtherAction Type: T0605992652Global Id: Leak DiscoveryAction: 01/29/2002Date: OtherAction Type: T0605992652Global Id: Regulatory Activities: 02/01/2002Status Date: Open - Site AssessmentStatus: T0605992652Global Id: 01/29/2002Status Date: Open - Case Begin DateStatus: T0605992652Global Id: 03/22/2004Status Date: Completed - Case ClosedStatus: T0605992652Global Id: Status History: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605992652Global Id: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITYOrganization Name: RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605992652Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083003874TRB Case Number: ANAHEIM CITYLocal Agency: RMCase Worker: ANAHEIM CITYLead Agency: 03/22/2004Status Date: TOSCO/76 #5215 (Continued)S105624633 TC4702912.2s Page 63 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.838502Longitude: 33.855737Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: Not reportedEnter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 3/22/204Close Date: Not reportedEnforcement Date: 1/29/2002Discover Date: Not reportedDate Preliminary Assessment Began: 2/1/2002Date Confirmation of Leak Began: Not reportedEnter Date: 1/29/2002How Stopped Date: T0605992652Global ID: PipingLeak Source: UNKLeak Cause: Close TankHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: Not reportedEnf Type: TUSTINCross Street: Not reportedAbate Method: Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083003874TCase Number: Leak being confirmedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: Closure/No Further Action LetterAction: 03/22/2004Date: ENFORCEMENTAction Type: T0605992652Global Id: File reviewAction: 10/09/2013Date: ENFORCEMENTAction Type: TOSCO/76 #5215 (Continued)S105624633 TC4702912.2s Page 64 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: SWStaff Initials: NOMStaff: TOSCO/76 #5215 (Continued)S105624633 Not reportedMTBE Date: -117.8383705Longitude: 33.8555024Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 1/22/1990Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: 5/23/2003Date Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 10/9/1995Close Date: 1/1/1965Enforcement Date: 11/9/1989Discover Date: 1/18/1990Date Preliminary Assessment Began: 12/19/1989Date Confirmation of Leak Began: 1/22/1990Enter Date: 11/9/1989How Stopped Date: T0605901041Global ID: UNKLeak Source: OverfillLeak Cause: Not reportedHow Stopped: Tank ClosureHow Discovered: Federal FundsFunding: None TakenEnf Type: TUSTINCross Street: Not reportedAbate Method: Not reportedQty Leaked: Unleaded GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083001379TCase Number: Pollution CharacterizationFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 195 ft. Site 5 of 9 in cluster B 0.037 mi. Relative: Higher Actual: 244 ft. < 1/8 ANAHEIM, CA 92806 NE CA HIST CORTESE3731 LA PALMA N/A B8 CA LUSTUNOCAL #5214 S103655958 TC4702912.2s Page 65 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083001379TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: SWStaff Initials: NOMStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: UNOCAL #5214 (Continued)S103655958 ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92806Mailing City,St,Zip: Not reportedMailing Address 2: 17700 CASTLETON STMailing Address: Not reportedMail To: 7146303740Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30000975Facility ID: CA FID UST: 195 ft. Site 6 of 9 in cluster B 0.037 mi. Relative: Higher Actual: 244 ft. < 1/8 ANAHEIM, CA 92806 NE 3731 E LA PALMA AVE N/A B9 CA FID USTUNOCAL #5215 S101589025 TC4702912.2s Page 66 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 3731 E LA PALMA AVEAddress: 2012Year: LA PALMA GAS STATION INCName: 3731 E LA PALMA AVEAddress: 2011Year: LA PALMA GAS STATION INCName: 3731 E LA PALMA AVEAddress: 2010Year: LA PALMA GAS STATION INCName: 3731 E LA PALMA AVEAddress: 2009Year: LA PALMA GAS STATION INCName: 3731 E LA PALMA AVEAddress: 2008Year: LAPALMA GAS STATION INCName: 3731 E LA PALMA AVEAddress: 2007Year: LA PALMA GAS STATION INCName: 3731 E LA PALMA AVEAddress: 2006Year: LA PALMA GAS STATION INCName: 3731 E LA PALMA AVEAddress: 2005Year: LA PALMA GAS STATION INCName: 3731 E LA PALMA AVEAddress: 2004Year: LA PALMA GAS STATIONName: EDR Historical Auto Stations: 195 ft. Site 7 of 9 in cluster B 0.037 mi. Relative: Higher Actual: 244 ft. < 1/8 ANAHEIM, CA 92806 NE 3731 E LA PALMA AVE N/A B10 EDR Hist Auto 1015455505 Not reportedOwner Address: Not reportedOwner Name: Not reportedTelephone: Not reportedContact Name: Not reportedOther Type: Not reportedFacility Type: Not reportedFacility ID: Not reportedRegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002D65B.pdfURL: 0002D65BFile Number: HIST UST: 195 ft. Site 8 of 9 in cluster B 0.037 mi. Relative: Higher Actual: 244 ft. < 1/8 ANAHEIM, CA 92806 NE CA HAZNET3731 LA PALMA N/A B11 CA HIST USTUNION OIL SERVICE STATION 521 S113049880 TC4702912.2s Page 67 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Oil/water separation sludgeCat Decode: .3544Tons: Transfer StationDisposal Method: Oil/water separation sludgeWaste Category: Not reportedTSD County: CAD099452708TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928060000Mailing City,St,Zip: 3731 E LA PALMA AVEMailing Address: Not reportedMailing Name: 7146303740Telephone: MIKE SALESS/DEALERContact: CAL000074042GEPAID: 1999Year: S113049880envid: OrangeFacility County: RecyclerMethod Decode: Unspecified oil-containing wasteCat Decode: 0.14Tons: RecyclerDisposal Method: Unspecified oil-containing wasteWaste Category: Not reportedTSD County: CAT080013352TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928060000Mailing City,St,Zip: 3731 E LA PALMA AVEMailing Address: Not reportedMailing Name: 7146303740Telephone: MIKE SALESSContact: CAL000074042GEPAID: 2000Year: S113049880envid: HAZNET: Click here for Geo Tracker PDF: Not reportedLeak Detection: Not reportedContainer Construction Thickness: Not reportedType of Fuel: Not reportedTank Used for: Not reportedTank Capacity: Not reportedYear Installed: Not reportedContainer Num: Not reportedTank Num: Not reportedLeak Detection: Not reportedContainer Construction Thickness: Not reportedType of Fuel: Not reportedTank Used for: Not reportedTank Capacity: Not reportedYear Installed: Not reportedContainer Num: Not reportedTank Num: Not reportedTotal Tanks: Not reportedOwner City,St,Zip: UNION OIL SERVICE STATION 521 (Continued)S113049880 TC4702912.2s Page 68 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OrangeFacility County: Transfer StationMethod Decode: UNION OIL SERVICE STATION 521 (Continued) S113049880 083001734TReg Id: LINKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: 281 ft. Site 1 of 7 in cluster C 0.053 mi. Relative: Higher Actual: 241 ft. < 1/8 ANAHEIM, CA 92806 SW 1014 GROVE N/A C12 CA HIST CORTESEP. C. A . SYSTEMS, INC.S105022501 1011 N GROVE STAddress: 2010Year: BITETTO TOW & SVC INCName: 1011 N GROVE STAddress: 2005Year: VICTORS AUTOMOTIVE CENTERName: EDR Historical Auto Stations: 318 ft. Site 2 of 7 in cluster C 0.060 mi. Relative: Higher Actual: 240 ft. < 1/8 ANAHEIM, CA 92806 SW 1011 N GROVE ST N/A C13 EDR Hist Auto 1015126770 1030 N GROVE STAddress: 2005Year: GM AUTOMATIC TRANSMISSIONSName: 1030 N GROVE STAddress: 2004Year: GM AUTOMATIC TRANSMISSIONName: 1030 N GROVE STAddress: 2003Year: GM AUTOMATIC TRANSMISSIONName: EDR Historical Auto Stations: 328 ft. Site 3 of 7 in cluster C 0.062 mi. Relative: Higher Actual: 241 ft. < 1/8 ANAHEIM, CA 92806 WSW 1030 N GROVE ST N/A C14 EDR Hist Auto 1015134038 TC4702912.2s Page 69 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1040 N GROVE STAddress: 2004Year: FIX AUTOName: EDR Historical Auto Stations: 328 ft. Site 4 of 7 in cluster C 0.062 mi. Relative: Higher Actual: 241 ft. < 1/8 ANAHEIM, CA 92806 WSW 1040 N GROVE ST N/A C15 EDR Hist Auto 1015136928 NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (714) 632-1999Owner/operator telephone: Not reportedOwner/operator country: ANAHEIM, CA 92807 1111 N TUSTINOwner/operator address: DAN MARTINOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 632-1999Contact telephone: USContact country: ANAHEIM, CA 92807 1111 N TUSTINContact address: DAN CARLSONContact: CAR000081927EPA ID: ANAHEIM, CA 92807 1111 N TUSTINFacility address: TEMP POWER SYSTEMSFacility name: 09/07/2000Date form received by agency: RCRA-SQG: 381 ft. Site 9 of 9 in cluster B 0.072 mi. Relative: Higher Actual: 244 ft. < 1/8 ECHOANAHEIM, CA 92807 NE FINDS1111 N TUSTIN CAR000081927 B16 RCRA-SQGTEMP POWER SYSTEMS 1004676181 TC4702912.2s Page 70 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110012184616DFR URL: 110012184616Registry ID: 1004676181Envid: ECHO: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110012184616Registry ID: FINDS: No violations foundViolation Status: TETRACHLOROETHYLENE. Waste name: D039. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: TEMP POWER SYSTEMS (Continued) 1004676181 NoneLeak Detection: XContainer Construction Thickness: 5Type of Fuel: WASTETank Used for: 00000500Tank Capacity: 1982Year Installed: 04Container Num: 001Tank Num: 0003Total Tanks: FULLERTON, CA 92632Owner City,St,Zip: 1600 E. ORANGETHORPE AVENUEOwner Address: ROTARY OFFSET PRINTERSOwner Name: 7144410733Telephone: MR. RICHARD SMITHContact Name: FURNITURE MANUFACTUROther Type: OtherFacility Type: 00000067880Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002ED5F.pdfURL: 0002ED5FFile Number: HIST UST: 383 ft. 0.073 mi. Relative: Higher Actual: 243 ft. < 1/8 CA WDSANAHEIM, CA 92803 North CA EMI3611 EAST LA PALMA AVENUE N/A 17 CA HIST USTB AND R INDUSTRIES (SUB-LESSEE) U001578631 TC4702912.2s Page 71 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation HOUSTON 770674525Agency City,St,Zip: 515 W GREENS RD STE 710Agency Address: MMI PRODUCTS INCAgency Name: VIC CIMORELLFacility Contact: 7136326651Facility Telephone: 8Subregion: are assigned by the Regional Board CAS000001 The 1st 2 characters designate the state. The remaining 7NPDES Number: under Waste Discharge Requirements. Active - Any facility with a continuous or seasonal discharge that isFacility Status: pumping. repairing, oil production, storage and disposal operations, water washing, geothermal operations, air conditioning, ship building and processing operation of whatever nature, including mining, gravel semisolid wastes from any servicing, producing, manufacturing or Industrial - Facility that treats and/or disposes of liquid orFacility Type: Santa Ana River 30I010962Facility ID: WDS: 1Part. Matter 10 Micrometers and Smllr Tons/Yr: 1Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 8Reactive Organic Gases Tons/Yr: 8Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2511SIC Code: SCAir District Name: 54072Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: Click here for Geo Tracker PDF: NoneLeak Detection: Not reportedContainer Construction Thickness: Not reportedType of Fuel: PRODUCTTank Used for: 00000500Tank Capacity: 1982Year Installed: 06Container Num: 003Tank Num: NoneLeak Detection: Not reportedContainer Construction Thickness: Not reportedType of Fuel: PRODUCTTank Used for: 00000500Tank Capacity: 1982Year Installed: 05Container Num: 002Tank Num: B AND R INDUSTRIES (SUB-LESSEE) (Continued) U001578631 TC4702912.2s Page 72 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation dairy waste ponds. dischargers having waste storage systems with land disposal such as disposal systems, such as septic systems with subsurface disposal, or management practices, facilities with passive waste treatment and cooling water dischargers or thosewho must comply through best Category C - Facilities having no waste treatment systems, such asComplexity: represent no threat to water quality. Level. A Zero (0) may be used to code those NURDS that are found to considered a minor threat to water quality unless coded at a higher to a major or minor threat. Not: All nurds without a TTWQ will be should cause a relatively minor impairment of beneficial uses compared Minor Threat to Water Quality. A violation of a regional board orderTreat To Water: Not reportedPOTW: Not reportedReclamation: 0Baseline Flow: 0Design Flow: Not reportedSecondary Waste Type: Not reportedSecondary Waste: Not reportedPrimary Waste Type: Not reportedWaste2: Not reportedWaste Type2: Not reportedPrimary Waste: Not reportedPrimary Waste Type: Not reportedSIC Code 2: 0SIC Code: PrivateAgency Type: 7138760080Agency Telephone: RUDY FREIDEMANNAgency Contact: B AND R INDUSTRIES (SUB-LESSEE) (Continued) U001578631 HOME DEPOT USAOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: 09EPA Region: RWHIPPLE@3ECOMPANY.COMContact email: 8842Telephone ext.: 800-451-8346Contact telephone: USContact country: CARLSBAD, CA 92008 1905 ASTON AVE STE 100Contact address: ROSA L WHIPPLEContact: CARLSBAD, CA 92008 STE 100 1905 ASTON AVEMailing address: CAR000079640EPA ID: ANAHEIM, CA 92807 1011 N TUSTIN AVEFacility address: HOME DEPOT USA HD 6658 EXPOFacility name: 06/25/2009Date form received by agency: RCRA NonGen / NLR: 387 ft. 0.073 mi. Relative: Higher Actual: 243 ft. < 1/8 ECHOANAHEIM, CA 92807 ESE FINDS1011 N TUSTIN AVE CAR000079640 18 RCRA NonGen / NLRHOME DEPOT USA HD 6658 EXPO 1004675990 TC4702912.2s Page 73 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation BENZENE. Waste name: D018. Waste code: 2,4-D (2,4-DICHLOROPHENOXYACETIC ACID). Waste name: D016. Waste code: MERCURY. Waste name: D009. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: Small Quantity GeneratorClassification: HOME DEPOT USA INC HD 6658Site name: 06/22/2005Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 08/24/2000Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: USOwner/operator country: ATLANTA, GA 30339 2455 PACES FERRY RD D 17Owner/operator address: HOME DEPOT USAOwner/operator name: Not reportedOwner/Op end date: 08/24/2000Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: Not reportedOwner/operator country: Not reported Not reportedOwner/operator address: HOME DEPOT USA HD 6658 EXPO (Continued) 1004675990 TC4702912.2s Page 74 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002941407DFR URL: 110002941407Registry ID: 1004675990Envid: ECHO: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002941407Registry ID: FINDS: No violations foundViolation Status: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: Small Quantity GeneratorClassification: THE HOME DEPOTSite name: 08/01/2000Date form received by agency: THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name: F005. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: METHYL ETHYL KETONE. Waste name: D035. Waste code: HOME DEPOT USA HD 6658 EXPO (Continued) 1004675990 TC4702912.2s Page 75 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Leak ReportedAction: 12/06/1990Date: OtherAction Type: T0605901305Global Id: Regulatory Activities: 12/06/1990Status Date: Open - Case Begin DateStatus: T0605901305Global Id: 02/26/1991Status Date: Completed - Case ClosedStatus: T0605901305Global Id: Status History: Not reportedPhone Number: phannon@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: PATRICIA HANNONContact Name: Regional Board CaseworkerContact Type: T0605901305Global Id: 7144336011Phone Number: amartinez@ochca.comEmail: SANTA ANACity: 1241 E. DYER ROAD SUITE 120Address: ORANGE COUNTY LOPOrganization Name: ANTHONY MARTINEZContact Name: Local Agency CaseworkerContact Type: T0605901305Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: Waste Oil / Motor / Hydraulic / LubricatingPotential Contaminants of Concern: SoilPotential Media Affect: Local AgencyFile Location: 90UT276LOC Case Number: 083001734TRB Case Number: ORANGE COUNTY LOPLocal Agency: AMCase Worker: ORANGE COUNTY LOPLead Agency: 02/26/1991Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.842622Longitude: 33.852931Latitude: T0605901305Global Id: STATERegion: LUST: 420 ft. Site 5 of 7 in cluster C 0.080 mi. Relative: Higher Actual: 240 ft. < 1/8 ANAHEIM, CA 92806 WSW 1041 GROVE N/A C19 CA LUSTP C A SYSTEMS INC S105799404 TC4702912.2s Page 76 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 30000LLocal Agency: Local AgencyLead Agency: WJStaff Initials: PAHStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.8423586Longitude: 33.8519364Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: Not reportedEnter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 2/26/1991Close Date: Not reportedEnforcement Date: 12/6/1990Discover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: Not reportedEnter Date: 9/9/9999How Stopped Date: T0605901305Global ID: UnknownLeak Source: UnknownLeak Cause: Close TankHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: 0Qty Leaked: Waste OilSubstance: Soil onlyCase Type: 90UT276Local Case Num: 083001734TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: Leak DiscoveryAction: 12/06/1990Date: OtherAction Type: T0605901305Global Id: P C A SYSTEMS INC (Continued)S105799404 TC4702912.2s Page 77 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: MUNBeneficial: Not reportedHydr Basin #: P C A SYSTEMS INC (Continued)S105799404 ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92806Mailing City,St,Zip: Not reportedMailing Address 2: 1041 N GROVE AVEMailing Address: Not reportedMail To: 7146662290Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30004063Facility ID: CA FID UST: 1Number Of Tanks: Not reportedContent: PSTG: UNKNOWNTank Use: Not reportedActive Date: Not reportedCapacity: ATank Status: 30-011-006350-000007SWRCB Tank Id: 797Owner Tank Id: 12-31-88Created Date: 03-18-92Action Date: 03-18-92Referral Date: Not reportedBoard Of Equalization: 9Number: 6350Comp Number: ActiveStatus: SWEEPS UST: 456 ft. Site 6 of 7 in cluster C 0.086 mi. Relative: Higher Actual: 240 ft. < 1/8 ANAHEIM, CA 92806 WSW CA FID UST1041 N GROVE AVE N/A C20 CA SWEEPS USTP C A SYSTEMS INC S101589225 TC4702912.2s Page 78 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation -117.841275Longitude: 33.854286Latitude: Not reportedPermitting Agency: 6350Facility ID: UST: 456 ft. Site 7 of 7 in cluster C 0.086 mi. Relative: Higher Actual: 240 ft. < 1/8 ANAHEIM, CA 92806 WSW 1041 N GROVE ST N/A C21 CA USTP C A SYSTEMS INC U003895586 ANAHEIM HILLS AUTO BODYName: 3500 E LA PALMA AVEAddress: 2010Year: ANAHEIM HILLS AUTO BODYName: 3500 E LA PALMA AVEAddress: 2009Year: ANAHEIM HILLS AUTO BODY INCName: 3500 E LA PALMA AVEAddress: 2007Year: ANAHEIM HILLS AUTO BODYName: 3500 E LA PALMA AVEAddress: 2006Year: ANAHEIM HILLS AUTO BODYName: 3500 E LA PALMA AVEAddress: 2005Year: ANAHEIM HILLS AUTO BODY INCName: 3500 E LA PALMA AVEAddress: 2004Year: ANAHEIM HILLS AUTO BODY INCName: 3500 E LA PALMA AVEAddress: 2003Year: ANAHEIM HILLS AUTO BODY INCName: 3500 E LA PALMA AVEAddress: 2002Year: ANAHEIM HILLS AUTO BODYName: 3500 E LA PALMA AVEAddress: 2001Year: ANAHEIM HILLS AUTO BODYName: 3500 E LA PALMA AVEAddress: 1999Year: ANAHEIM HILLS AUTO BODYName: EDR Historical Auto Stations: 477 ft. Site 1 of 3 in cluster D 0.090 mi. Relative: Higher Actual: 240 ft. < 1/8 ANAHEIM, CA 92806 WNW 3500 E LA PALMA AVE N/A D22 EDR Hist Auto 1015442664 TC4702912.2s Page 79 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 3500 E LA PALMA AVEAddress: 2012Year: ANAHEIM HILLS AUTO BODYName: 3500 E LA PALMA AVEAddress: 2011Year: (Continued)1015442664 T0605901907Global Id: 02/15/1996Status Date: Completed - Case ClosedStatus: T0605901907Global Id: Status History: 9517824495Phone Number: cbernhardt@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: CARL BERNHARDTContact Name: Regional Board CaseworkerContact Type: T0605901907Global Id: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITYOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605901907Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083002764TRB Case Number: ANAHEIM CITYLocal Agency: ROWCase Worker: ANAHEIM CITYLead Agency: 02/15/1996Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.8424866Longitude: 33.8514154Latitude: T0605901907Global Id: STATERegion: LUST: 526 ft. Site 1 of 5 in cluster E 0.100 mi. Relative: Higher Actual: 240 ft. < 1/8 ANAHEIM, CA 92806 West 1070 N GROVE ST N/A E23 CA LUSTARCADIA, INC.S101744283 TC4702912.2s Page 80 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Clean-up and Abatement OrderAction: 02/15/1996Date: ENFORCEMENTAction Type: T0605901907Global Id: Leak ReportedAction: 10/09/1995Date: OtherAction Type: T0605901907Global Id: Closure/No Further Action LetterAction: 02/15/1996Date: ENFORCEMENTAction Type: T0605901907Global Id: Regulatory Activities: 10/27/1995Status Date: Open - Site AssessmentStatus: T0605901907Global Id: 10/09/1995Status Date: Open - Site AssessmentStatus: T0605901907Global Id: 10/09/1995Status Date: Open - Case Begin DateStatus: ARCADIA, INC. (Continued)S101744283 hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 632-8936Contact telephone: USContact country: ANAHEIM, CA 92806 1070 NORTH GROVE ST.Contact address: ENVIRONMENTAL MANAGERContact: ANAHEIM, CA 92806 NORTH GROVE ST.Mailing address: CAD982368524EPA ID: ANAHEIM, CA 92806 1070 NORTH GROVE ST.Facility address: CALIFORNIA EXTRRUSION COMPANYFacility name: 04/11/1988Date form received by agency: RCRA-SQG: 526 ft. Site 2 of 5 in cluster E 0.100 mi. Relative: Higher Actual: 240 ft. < 1/8 ECHOANAHEIM, CA 92806 West FINDS1070 NORTH GROVE ST.CAD982368524 E24 RCRA-SQGCALIFORNIA EXTRRUSION COMPANY 1000252283 TC4702912.2s Page 81 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 110002801442Registry ID: 1000252283Envid: ECHO: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002801442Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: HOLMER JAMESOwner/operator name: Owner/Operator Summary: CALIFORNIA EXTRRUSION COMPANY (Continued) 1000252283 TC4702912.2s Page 82 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002801442DFR URL: CALIFORNIA EXTRRUSION COMPANY (Continued) 1000252283 Local AgencyLead Agency: ROWStaff Initials: CABStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.8424866Longitude: 33.8514154Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 12/19/1995Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 2/15/1996Close Date: Not reportedEnforcement Date: Not reportedDiscover Date: 10/27/1995Date Preliminary Assessment Began: 10/9/1995Date Confirmation of Leak Began: 12/19/1995Enter Date: Not reportedHow Stopped Date: T0605901907Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: Cleanup and Abatement OrdersEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083002764TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 526 ft. Site 3 of 5 in cluster E 0.100 mi. Relative: Higher Actual: 240 ft. < 1/8 CA HIST CORTESEANAHEIM, CA 92806 West CA Orange Co. Industrial Site1070 GROVE ST N/A E25 CA LUSTARCADIA, INC.S103444643 TC4702912.2s Page 83 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083002764TReg Id: LINKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: WASTE (OR SLOP) OILReleased Chemical: Closure certification issuedClosure Type: CLOSED 10/25/1996Current Status: RO0000544Record ID: 96IC023Case ID: Orange Co. Industrial Site: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: ARCADIA, INC. (Continued)S103444643 -117.840518Longitude: 33.856889Latitude: Not reportedPermitting Agency: 11997Facility ID: UST: 530 ft. Site 2 of 3 in cluster D 0.100 mi. Relative: Higher Actual: 240 ft. < 1/8 ANAHEIM, CA 92806 NW 3501 E LA PALMA AVE N/A D26 CA USTJOHN B PACE U003778951 Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 630-2626Contact telephone: USContact country: ANAHEIM, CA 92806 1061 W GROVE STContact address: HARRY SHARIFIContact: ANAHEIM, CA 92806 W GROVE STMailing address: CA0000023655EPA ID: ANAHEIM, CA 92806 1061 W GROVE STFacility address: DEKTEL CORPORATIONFacility name: 10/07/1993Date form received by agency: RCRA-SQG: 532 ft. Site 4 of 5 in cluster E 0.101 mi.ECHO Relative: Lower Actual: 239 ft. < 1/8 CA HAZNETANAHEIM, CA 92806 West FINDS1061 W GROVE ST CA0000023655 E27 RCRA-SQGDEKTEL CORPORATION 1000857029 TC4702912.2s Page 84 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedMailing Name: 7146302626Telephone: HARRY SHARIFIContact: CA0000023655GEPAID: 1994Year: 1000857029envid: HAZNET: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002611086Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (714) 630-2626Owner/operator telephone: Not reportedOwner/operator country: ANAHEIM, CA 92806 1061 W GROVE STOwner/operator address: HARRY SHARIFIOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: DEKTEL CORPORATION (Continued) 1000857029 TC4702912.2s Page 85 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002611086DFR URL: 110002611086Registry ID: 1000857029Envid: ECHO: OrangeFacility County: RecyclerMethod Decode: Unspecified solvent mixtureCat Decode: .2293Tons: RecyclerDisposal Method: Unspecified solvent mixtureWaste Category: Not reportedTSD County: CAD044429835TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928060000Mailing City,St,Zip: 1061 W GROVE STMailing Address: DEKTEL CORPORATION (Continued) 1000857029 3821 E LA PALMA AVEAddress: 2009Year: RBT TRANSMISSIONSName: 3821 E LA PALMA AVEAddress: 2008Year: RBT TRANSMISSIONSName: EDR Historical Auto Stations: 579 ft. 0.110 mi. Relative: Higher Actual: 245 ft. < 1/8 ANAHEIM, CA 92807 ENE 3821 E LA PALMA AVE N/A 28 EDR Hist Auto 1015459846 waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: Not reportedContact telephone: USContact country: Not reported Not reportedContact address: Not reportedContact: ANAHEIM, CA 92806 MELVILLE WAYMailing address: CAD982416166EPA ID: ANAHEIM, CA 92806 3703 MELVILLE WAYFacility address: FURNITURE DOCTORFacility name: 09/01/1996Date form received by agency: RCRA-SQG: 592 ft. Site 1 of 2 in cluster F 0.112 mi. Relative: Higher Actual: 244 ft. < 1/8 ECHOANAHEIM, CA 92806 NNE FINDS3703 MELVILLE WAY CAD982416166 F29 RCRA-SQGFURNITURE DOCTOR 1000316427 TC4702912.2s Page 86 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002808631Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: MELVILLE & ASSOCIATESOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous FURNITURE DOCTOR (Continued)1000316427 TC4702912.2s Page 87 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002808631DFR URL: 110002808631Registry ID: 1000316427Envid: ECHO: FURNITURE DOCTOR (Continued)1000316427 Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 71003664Alias Name: EPA Identification NumberAlias Type: CAL000211871Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.8427Longitude: 33.85391Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: Not reportedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: Not reportedSite Code: Not reportedStatus Date: Inactive - Needs EvaluationStatus: 71003664Facility ID: ENVIROSTOR: 594 ft. Site 5 of 5 in cluster E 0.112 mi. Relative: Lower Actual: 239 ft. < 1/8 CA WDSANAHEIM, CA 92806 West CA NPDES1061 N. GROVE STREET N/A E30 CA ENVIROSTORT & P PLATING S106093877 TC4702912.2s Page 88 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: 714-630-7093EMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: CaliforniaDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Private BusinessOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-630-7093OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Cahn PhamOPERATOR CONTACT NAME: 92806OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: 1061 N Grove StOPERATOR ADDRESS: Advanced Tech Plating IncOPERATOR NAME: a-t-plating@sbcglobal.netFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 714-630-7093FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Yolanda GomezFACILITY CONTACT NAME: 53PLACE SIZE UNIT: 9800PLACE SIZE: 10/3/2001STATUS DATE: ActiveSTATUS CODE NAME: 10/3/2001PROCESSED DATE: 5/9/2008RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 8 30I016836WDID: Not reportedPlace Id: IndustrialRegulatory Measure Type: Not reportedOrder No: 209087Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: NPDES: Not reportedSchedule Revised Date: T & P PLATING (Continued)S106093877 TC4702912.2s Page 89 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOPERATOR ZIP: Not reportedOPERATOR STATE: Not reportedOPERATOR CITY: Not reportedOPERATOR ADDRESS: Not reportedOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: Not reportedFACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Not reportedFACILITY CONTACT NAME: Not reportedPLACE SIZE UNIT: Not reportedPLACE SIZE: Not reportedSTATUS DATE: Not reportedSTATUS CODE NAME: Not reportedPROCESSED DATE: Not reportedRECEIVED DATE: 92806Discharge Zip: CaliforniaDischarge State: AnaheimDischarge City: 1061 N Grove StDischarge Address: Advance Tech Plating IncDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: 10/03/2001Effective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: IndustrialProgram Type: 8 30I016836WDID: Not reportedPlace Id: EnrolleeRegulatory Measure Type: 97-03-DWQOrder No: 209087Regulatory Measure Id: 8Region: 0Agency Id: ActiveFacility Status: CAS000001Npdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: 3471-Electroplating, Plating, Polishing, Anodizing, and ColoringPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Santa Ana RiverRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: T & P PLATING (Continued)S106093877 TC4702912.2s Page 90 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation MUNOZ ANDRESAgency Name: ANDRES MUNOZFacility Contact: 7146307093Facility Telephone: 8Subregion: are assigned by the Regional Board CAS000001 The 1st 2 characters designate the state. The remaining 7NPDES Number: under Waste Discharge Requirements. Active - Any facility with a continuous or seasonal discharge that isFacility Status: pumping. repairing, oil production, storage and disposal operations, water washing, geothermal operations, air conditioning, ship building and processing operation of whatever nature, including mining, gravel semisolid wastes from any servicing, producing, manufacturing or Industrial - Facility that treats and/or disposes of liquid orFacility Type: Santa Ana River 30I016836Facility ID: WDS: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Not reportedRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: Not reportedDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Not reportedOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: Not reportedOPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Not reportedOPERATOR CONTACT NAME: T & P PLATING (Continued)S106093877 TC4702912.2s Page 91 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation dairy waste ponds. dischargers having waste storage systems with land disposal such as disposal systems, such as septic systems with subsurface disposal, or management practices, facilities with passive waste treatment and cooling water dischargers or thosewho must comply through best Category C - Facilities having no waste treatment systems, such asComplexity: represent no threat to water quality. Level. A Zero (0) may be used to code those NURDS that are found to considered a minor threat to water quality unless coded at a higher to a major or minor threat. Not: All nurds without a TTWQ will be should cause a relatively minor impairment of beneficial uses compared Minor Threat to Water Quality. A violation of a regional board orderTreat To Water: Not reportedPOTW: Not reportedReclamation: 0Baseline Flow: 0Design Flow: Not reportedSecondary Waste Type: Not reportedSecondary Waste: Not reportedPrimary Waste Type: Not reportedWaste2: Not reportedWaste Type2: Not reportedPrimary Waste: Not reportedPrimary Waste Type: Not reportedSIC Code 2: 0SIC Code: PrivateAgency Type: 7146307093Agency Telephone: ANDRES MUNOZAgency Contact: ANAHEIM 92806Agency City,St,Zip: 2921 MIRA LOMA #5Agency Address: T & P PLATING (Continued)S106093877 1133 N TUSTIN AVEAddress: 2002Year: PERFORMANCE AUTO BODYName: EDR Historical Auto Stations: 601 ft. Site 2 of 2 in cluster F 0.114 mi. Relative: Higher Actual: 244 ft. < 1/8 ANAHEIM, CA 92807 NNE 1133 N TUSTIN AVE N/A F31 EDR Hist Auto 1015164405 3470 E LA PALMA AVEAddress: 2001Year: MAACO AUTO PAINTING & BDYWRKName: 3470 E LA PALMA AVEAddress: 1999Year: MAACO AUTO PAINTING & BODYWORKSName: EDR Historical Auto Stations: 617 ft. Site 3 of 3 in cluster D 0.117 mi. Relative: Lower Actual: 239 ft. < 1/8 ANAHEIM, CA 92806 WNW 3470 E LA PALMA AVE N/A D32 EDR Hist Auto 1015440694 TC4702912.2s Page 92 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 3470 E LA PALMA AVEAddress: 2012Year: MAACO COLLISION REPAIR & AUTO PAINTIName: 3470 E LA PALMA AVEAddress: 2010Year: MAACO AUTO PAINTING & BODYWORKName: 3470 E LA PALMA AVEAddress: 2009Year: MAACO AUTO PAINT & BODYWORKSName: 3470 E LA PALMA AVEAddress: 2008Year: MAACO COLLISION REPAIR & AUTO PAINTIName: 3470 E LA PALMA AVEAddress: 2007Year: MAACO COLLISION REPAIR & AUTO PAINTIName: 3470 E LA PALMA AVEAddress: 2006Year: MAACO COLLISION REPAIR & AUTO PAINTIName: 3470 E LA PALMA AVEAddress: 2005Year: MAACO AUTO PAINTING & BODYWORKSName: 3470 E LA PALMA AVEAddress: 2004Year: MAACO AUTO PAINTING & BDYWRKName: 3470 E LA PALMA AVEAddress: 2003Year: MAACO AUTO PAINTING & BDYWRKName: 3470 E LA PALMA AVEAddress: 2002Year: MAACO AUTO PAINT & BODYWORKName: (Continued)1015440694 Not reportedContact email: (714) 630-7104Contact telephone: USContact country: ANAHEIM, CA 92807 3840 E EAGLE DRContact address: JOE COLBURNContact: CAD983645227EPA ID: ANAHEIM, CA 92807 3840 E EAGLE DRFacility address: J AND J GRAPHICS INCFacility name: 02/12/1996Date form received by agency: RCRA-SQG: 728 ft. Site 1 of 6 in cluster G 0.138 mi. Relative: Higher Actual: 246 ft. 1/8-1/4 ECHOANAHEIM, CA 92807 NE FINDS3840 E EAGLE DR CAD983645227 G33 RCRA-SQGJ AND J GRAPHICS INC 1000818618 TC4702912.2s Page 93 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002882435DFR URL: 110002882435Registry ID: 1000818618Envid: ECHO: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002882435Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (714) 630-7104Owner/operator telephone: Not reportedOwner/operator country: ANAHEIM, CA 92807 3840 E EAGLE DROwner/operator address: J AND J GRAPHICS INCOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: J AND J GRAPHICS INC (Continued) 1000818618 TC4702912.2s Page 94 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 71003290Alias Name: EPA Identification NumberAlias Type: CAL000082710Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.8429Longitude: 33.85590Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: Robert SengaSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: 1Acres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: Not reportedSite Code: 06/04/2015Status Date: Refer: Local AgencyStatus: 71003290Facility ID: ENVIROSTOR: 770 ft. Site 1 of 2 in cluster H 0.146 mi. Relative: Lower Actual: 239 ft. 1/8-1/4 ANAHEIM, CA 92806 NW 1145 N. GROVE STREET N/A H34 CA ENVIROSTORINTEC PRODUCTS, INC.S109932892 TC4702912.2s Page 95 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: CORPORATION PRES TOM FROSTOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: Not reportedContact telephone: USContact country: Not reported Not reportedContact address: Not reportedContact: ANAHEIM, CA 92806 N GROVE STMailing address: CAT080014566EPA ID: ANAHEIM, CA 92806 1145 N GROVE STFacility address: PRECISION ANODIZING INC DBA PREC PAINTFacility name: 09/01/1996Date form received by agency: RCRA-SQG: 770 ft. Site 2 of 2 in cluster H 0.146 mi. Relative: Lower Actual: 239 ft. 1/8-1/4 ECHOANAHEIM, CA 92806 NW FINDS1145 N GROVE ST CAT080014566 H35 RCRA-SQGPRECISION ANODIZING INC DBA PREC PAINT 1000172361 TC4702912.2s Page 96 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002946769DFR URL: 110002946769Registry ID: 1000172361Envid: ECHO: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002946769Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: PRECISION ANODIZING INC DBA PREC PAINT (Continued) 1000172361 441 N LAKEVIEW AVEOwner/operator address: KAISER FOUNDATION HOSPITALOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: MARC.H.AXELROD@KP.ORGContact email: 714-279-5815Contact telephone: USContact country: ANAHEIM, CA 92807 441 N LAKEVIEW AVEContact address: MARC H AXELRODContact: CAR000208223EPA ID: ANAHEIM, CA 92806 3460 E LA PALMA AVEFacility address: KAISER PERMANENTEFacility name: 04/23/2010Date form received by agency: RCRA-SQG: 773 ft. 0.146 mi. Relative: Lower Actual: 238 ft. 1/8-1/4 ANAHEIM, CA 92806 WNW 3460 E LA PALMA AVE CAR000208223 36 RCRA-SQGKAISER PERMANENTE 1014387334 TC4702912.2s Page 97 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 221. Waste code: 214. Waste name: 214. Waste code: Not reportedGenerated waste on-site: YesAccumulated waste on-site: ThermostatsWaste type: Not reportedGenerated waste on-site: YesAccumulated waste on-site: PesticidesWaste type: Not reportedGenerated waste on-site: YesAccumulated waste on-site: LampsWaste type: Not reportedGenerated waste on-site: YesAccumulated waste on-site: BatteriesWaste type: Universal Waste Summary: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 09/01/2009Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: USOwner/operator country: Not reported Not reportedOwner/operator address: MARCY CRISWELLOwner/operator name: Not reportedOwner/Op end date: 09/01/2009Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: 714-279-4000Owner/operator telephone: USOwner/operator country: ANAHEIM, CA 92807 KAISER PERMANENTE (Continued)1014387334 TC4702912.2s Page 98 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PHENOL. Waste name: U188. Waste code: DAUNOMYCIN ,8,9,10-TETRAHYDRO-6,8,11-TRIHYDROXY-1-METHOXY-, (8S-CIS)- (OR) 8-ACETYL-10-[(3-AMINO-2,3,6-TRIDEOXY)-ALPHA-L-LYXO-HEXOPYRANOSYL)OXY]- 5,12-NAPHTHACENEDIONE,. Waste name: U059. Waste code: 2-OXIDE (OR) CYCLOPHOSPHAMIDE 2H-1,3,2-OXAZAPHOSPHORIN-2-AMINE, N,N-BIS(2-CHLOROETHYL)TETRAHYDRO-,. Waste name: U058. Waste code: MITOMYCIN C OXY-5-METHYL-, [1AS-(1AALPHA, 8BETA, 8AALPHA, 8BALPHA)]- (OR) 6-AMINO-8-[[(AMINOCARBONYL)OXY]METHYL]-1,1A,2,8,8A,8B-HEXAHYDRO-8A-MET AZIRINO [2’,3’:3,4]PYRROLO[1,2-A]INDOLE-4,7-DIONE,. Waste name: U010. Waste code: ARSENIC OXIDE AS2O3 (OR) ARSENIC TRIOXIDE. Waste name: P012. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: MERCURY. Waste name: D009. Waste code: ARSENIC. Waste name: D004. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: 791. Waste name: 791. Waste code: 721. Waste name: 721. Waste code: 311. Waste name: 311. Waste code: 221. Waste name: KAISER PERMANENTE (Continued)1014387334 TC4702912.2s Page 99 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No violations foundViolation Status: STREPTOZOTOCIN GLUCOPYRANOSE, 2-DEOXY-2-(3-METHYL-3-NITROSOUREIDO)-,D- (OR) D-GLUCOSE, 2-DEOXY-2-[[(METHYLNITROSOAMINO)-CARBONYL]AMINO]- (OR). Waste name: U206. Waste code: KAISER PERMANENTE (Continued)1014387334 Not reportedOwner/operator country: NEWPORT BEACH, CA 92661 ALVARADO PLACEOwner/operator address: ADS GOLD, INC.Owner/operator name: Not reportedOwner/Op end date: 01/01/2000Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: Not reportedOwner/operator country: Not reported Not reportedOwner/operator address: PATRICK LOPEZOwner/operator name: Owner/Operator Summary: 100 kg of that material at any time hazardous waste during any calendar month, and accumulates more than from the cleanup of a spill, into or on any land or water, of acutely of any residue or contaminated soil, waste or other debris resulting kg of acutely hazardous waste at any time; or generates 100 kg or less hazardous waste during any calendar month, and accumulates more than 1 waste during any calendar month; or generates 1 kg or less of acutely cleanup of a spill, into or on any land or water, of acutely hazardous residue or contaminated soil, waste or other debris resulting from the during any calendar month; or generates more than 100 kg of any calendar month; or generates more than 1 kg of acutely hazardous waste Handler: generates 1,000 kg or more of hazardous waste during anyDescription: Large Quantity GeneratorClassification: PrivateLand type: 09EPA Region: KAREN@ADSGOLD.COMContact email: (714) 632-1888Contact telephone: Not reportedContact country: ANAHEIM, CA 92807 E. EAGLE DRContact address: PATRICK J LOPEZContact: ANAHEIM, CA 92807 E. EAGLE DRMailing address: CAR000089474EPA ID: ANAHEIM, CA 92807 3843 E. EAGLE DRFacility address: ADS GOLD, INC.Facility name: 03/01/2014Date form received by agency: RCRA-LQG: 784 ft. Site 2 of 6 in cluster G 0.148 mi. Relative: Higher Actual: 246 ft. 1/8-1/4 CA NPDESANAHEIM, CA 92807 NE CA HWT3843 E. EAGLE DR CAR000089474 G37 RCRA-LQGADS GOLD, INC.1004676788 TC4702912.2s Page 100 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 711. Waste name: 711. Waste code: Large Quantity GeneratorClassification: A D S GOLD, INC.Site name: 02/10/2010Date form received by agency: OPERATIONS IN WHICH CYANIDES ARE USED IN THE PROCESS. SPENT STRIPPING AND CLEANING BATH SOLUTIONS FROM ELECTROPLATING. Waste name: F009. Waste code: Large Quantity GeneratorClassification: ADS GOLD,INC.Site name: 03/02/2012Date form received by agency: OPERATIONS IN WHICH CYANIDES ARE USED IN THE PROCESS. SPENT STRIPPING AND CLEANING BATH SOLUTIONS FROM ELECTROPLATING. Waste name: F009. Waste code: Large Quantity GeneratorClassification: ADS GOLD INCSite name: 05/16/2012Date form received by agency: Historical Generators: OPERATIONS IN WHICH CYANIDES ARE USED IN THE PROCESS. SPENT STRIPPING AND CLEANING BATH SOLUTIONS FROM ELECTROPLATING. Waste name: F009. Waste code: NoGenerated waste on-site: YesAccumulated waste on-site: CWaste type: Universal Waste Summary: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: YesTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 10/01/1983Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (714) 632-1888Owner/operator telephone: ADS GOLD, INC. (Continued)1004676788 TC4702912.2s Page 101 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 37400Amount (Lbs): OPERATIONS WHERE CYANIDES ARE USED IN THE PROCESS. SPENT STRIPPING AND CLEANING BATH SOLUTIONS FROM ELECTROPLATINGWaste name: F009Waste code: Annual Waste Handled: Last Biennial Reporting Year: 2013 Biennial Reports: OPERATIONS IN WHICH CYANIDES ARE USED IN THE PROCESS. SPENT STRIPPING AND CLEANING BATH SOLUTIONS FROM ELECTROPLATING. Waste name: F009. Waste code: Not Defined. Waste name: D000. Waste code: Small Quantity GeneratorClassification: ADS GOLD INCSite name: 01/04/2001Date form received by agency: Large Quantity GeneratorClassification: ADS GOLD INCSite name: 02/28/2002Date form received by agency: OPERATIONS IN WHICH CYANIDES ARE USED IN THE PROCESS. SPENT STRIPPING AND CLEANING BATH SOLUTIONS FROM ELECTROPLATING. Waste name: F009. Waste code: Large Quantity GeneratorClassification: ADS GOLD INCSite name: 02/24/2004Date form received by agency: OPERATIONS IN WHICH CYANIDES ARE USED IN THE PROCESS. SPENT STRIPPING AND CLEANING BATH SOLUTIONS FROM ELECTROPLATING. Waste name: F009. Waste code: Large Quantity GeneratorClassification: ADS GOLD, INCSite name: 02/21/2006Date form received by agency: OPERATIONS IN WHICH CYANIDES ARE USED IN THE PROCESS. SPENT STRIPPING AND CLEANING BATH SOLUTIONS FROM ELECTROPLATING. Waste name: F009. Waste code: ELECTROPLATING OPERATIONS IN WHICH CYANIDES ARE USED IN THE PROCESS. PLATING BATH RESIDUES FROM THE BOTTOM OF PLATING BATHS FROM. Waste name: F008. Waste code: Large Quantity GeneratorClassification: A D S GOLD, INC.Site name: 01/22/2007Date form received by agency: OPERATIONS IN WHICH CYANIDES ARE USED IN THE PROCESS. SPENT STRIPPING AND CLEANING BATH SOLUTIONS FROM ELECTROPLATING. Waste name: F009. Waste code: ADS GOLD, INC. (Continued)1004676788 TC4702912.2s Page 102 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 06/25/2007Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 02/29/2008Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 03/18/2008Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: FOCUSED COMPLIANCE INSPECTIONEvaluation: 06/11/2009Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 03/30/2011Evaluation date: Evaluation Action Summary: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 12/15/2003 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 12/15/2003Date achieved compliance: 10/20/2003Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 06/25/2007 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 07/02/2007Date achieved compliance: 06/25/2007Date violation determined: State Statute or RegulationArea of violation: Not reportedRegulation violated: Facility Has Received Notices of Violations: ADS GOLD, INC. (Continued)1004676788 TC4702912.2s Page 103 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOPERATOR CONTACT NAME: Not reportedOPERATOR ZIP: Not reportedOPERATOR STATE: Not reportedOPERATOR CITY: Not reportedOPERATOR ADDRESS: Not reportedOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: Not reportedFACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Not reportedFACILITY CONTACT NAME: Not reportedPLACE SIZE UNIT: Not reportedPLACE SIZE: Not reportedSTATUS DATE: Not reportedSTATUS CODE NAME: Not reportedPROCESSED DATE: Not reportedRECEIVED DATE: 92807Discharge Zip: CaliforniaDischarge State: AnaheimDischarge City: 3843 E Eagle DrDischarge Address: ADS Gold IncDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: 06/24/2015Effective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: IndustrialProgram Type: 8 30I025677WDID: Not reportedPlace Id: EnrolleeRegulatory Measure Type: 97-03-DWQOrder No: 456612Regulatory Measure Id: 8Region: 0Agency Id: ActiveFacility Status: CAS000001Npdes Number: NPDES: 08/31/2016Expiration Date: 1976Reg Num: HWT: State Contractor/GranteeEvaluation lead agency: 12/15/2003Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 10/20/2003Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 09/13/2005Evaluation date: StateEvaluation lead agency: 07/02/2007Date achieved compliance: State Statute or RegulationArea of violation: ADS GOLD, INC. (Continued)1004676788 TC4702912.2s Page 104 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Not reportedRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: Not reportedDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Not reportedOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: Not reportedOPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: ADS GOLD, INC. (Continued)1004676788 083002694TRB Case Number: ANAHEIM CITYLocal Agency: ROWCase Worker: ANAHEIM CITYLead Agency: 02/15/1996Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.838463Longitude: 33.857542Latitude: T0605901870Global Id: STATERegion: LUST: 788 ft.CA HIST CORTESESite 1 of 6 in cluster I 0.149 mi.CA EMI Relative: Higher Actual: 245 ft. 1/8-1/4 CA FID USTANAHEIM, CA 92807 NNE CA HIST UST1151 N TUSTIN AV N/A I38 CA LUSTGOLDEN KRAFT INC 1000186927 TC4702912.2s Page 105 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Leak DiscoveryAction: 06/30/1995Date: OtherAction Type: T0605901870Global Id: Leak ReportedAction: 07/17/1995Date: OtherAction Type: T0605901870Global Id: Closure/No Further Action LetterAction: 02/15/1996Date: ENFORCEMENTAction Type: T0605901870Global Id: Regulatory Activities: 07/17/1995Status Date: Open - Site AssessmentStatus: T0605901870Global Id: 06/30/1995Status Date: Open - Case Begin DateStatus: T0605901870Global Id: 02/15/1996Status Date: Completed - Case ClosedStatus: T0605901870Global Id: Status History: 9517824495Phone Number: cbernhardt@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: CARL BERNHARDTContact Name: Regional Board CaseworkerContact Type: T0605901870Global Id: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITYOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605901870Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: Other Solvent or Non-Petroleum HydrocarbonPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: GOLDEN KRAFT INC (Continued)1000186927 TC4702912.2s Page 106 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation METHANOL RELEASEDSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: CABStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.8377025Longitude: 33.8574713Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 9/20/1995Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 2/15/1996Close Date: Not reportedEnforcement Date: 6/30/1995Discover Date: Not reportedDate Preliminary Assessment Began: 7/17/1995Date Confirmation of Leak Began: 9/20/1995Enter Date: Not reportedHow Stopped Date: T0605901870Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: CLOSEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: HydrocarbonsSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083002694TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: GOLDEN KRAFT INC (Continued)1000186927 TC4702912.2s Page 107 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Reactive Organic Gases Tons/Yr: 0Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2621SIC Code: SCAir District Name: 42599Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92807Mailing City,St,Zip: Not reportedMailing Address 2: 1151 N TUSTIN AVEMailing Address: Not reportedMail To: 7146327100Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30016989Facility ID: CA FID UST: Click here for Geo Tracker PDF: NoneLeak Detection: Not reportedContainer Construction Thickness: DIESELType of Fuel: PRODUCTTank Used for: 00006000Tank Capacity: 1973Year Installed: 1Container Num: 001Tank Num: 0001Total Tanks: ANAHEIM, CA 92807Owner City,St,Zip: 1151 N. TUSTIN AVE.Owner Address: GOLDEN KRAFT, INC.Owner Name: 7146327100Telephone: CHRIS L. KENNEDYContact Name: CORRUGATED PAPEROther Type: OtherFacility Type: 00000047710Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002E985.pdfURL: 0002E985File Number: HIST UST: GOLDEN KRAFT INC (Continued)1000186927 TC4702912.2s Page 108 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1Part. Matter 10 Micrometers and Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 1NOX - Oxides of Nitrogen Tons/Yr: 1Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2679SIC Code: SCAir District Name: 42599Facility ID: SCAir Basin: 30County Code: 1995Year: 1Part. Matter 10 Micrometers and Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 1NOX - Oxides of Nitrogen Tons/Yr: 1Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2679SIC Code: SCAir District Name: 42599Facility ID: SCAir Basin: 30County Code: 1993Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 2NOX - Oxides of Nitrogen Tons/Yr: 1Carbon Monoxide Emissions Tons/Yr: 6Reactive Organic Gases Tons/Yr: 7Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 26SIC Code: SCAir District Name: 42599Facility ID: SCAir Basin: 30County Code: 1990Year: 1Part. Matter 10 Micrometers and Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: GOLDEN KRAFT INC (Continued)1000186927 TC4702912.2s Page 109 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2679SIC Code: SCAir District Name: 42599Facility ID: SCAir Basin: 30County Code: 1999Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 1NOX - Oxides of Nitrogen Tons/Yr: 1Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2679SIC Code: SCAir District Name: 42599Facility ID: SCAir Basin: 30County Code: 1998Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 1NOX - Oxides of Nitrogen Tons/Yr: 1Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2679SIC Code: SCAir District Name: 42599Facility ID: SCAir Basin: 30County Code: 1997Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2679SIC Code: SCAir District Name: 42599Facility ID: SCAir Basin: 30County Code: 1996Year: GOLDEN KRAFT INC (Continued)1000186927 TC4702912.2s Page 110 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083002694TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 1NOX - Oxides of Nitrogen Tons/Yr: 1Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2679SIC Code: SCAir District Name: 42599Facility ID: SCAir Basin: 30County Code: 2001Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 1NOX - Oxides of Nitrogen Tons/Yr: 1Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2679SIC Code: SCAir District Name: 42599Facility ID: SCAir Basin: 30County Code: 2000Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 1NOX - Oxides of Nitrogen Tons/Yr: 1Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: GOLDEN KRAFT INC (Continued)1000186927 TC4702912.2s Page 111 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: ARO SERVICEOwner/operator name: Not reportedOwner/Op end date: 01/01/1975Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: Not reportedOwner/operator country: ANAHEIM, CA 92806 N GROVE STOwner/operator address: ARO SERVICEOwner/operator name: Not reportedOwner/Op end date: 01/01/1975Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (714) 630-9494Owner/operator telephone: Not reportedOwner/operator country: ANAHEIM, CA 92806 N GROVE STOwner/operator address: ARO SERVICEOwner/operator name: Owner/Operator Summary: 100 kg of that material at any time hazardous waste during any calendar month, and accumulates more than from the cleanup of a spill, into or on any land or water, of acutely of any residue or contaminated soil, waste or other debris resulting kg of acutely hazardous waste at any time; or generates 100 kg or less hazardous waste during any calendar month, and accumulates more than 1 waste during any calendar month; or generates 1 kg or less of acutely cleanup of a spill, into or on any land or water, of acutely hazardous residue or contaminated soil, waste or other debris resulting from the during any calendar month; or generates more than 100 kg of any calendar month; or generates more than 1 kg of acutely hazardous waste Handler: generates 1,000 kg or more of hazardous waste during anyDescription: Large Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 630-9494Contact telephone: USContact country: ANAHEIM, CA 92806 N GROVE STContact address: MARK HAEFELEContact: ANAHEIM, CA 92806 N GROVE STMailing address: CAD981161573EPA ID: ANAHEIM, CA 92806 1186 N GROVE STFacility address: ARO SERVICEFacility name: 06/25/2010Date form received by agency: RCRA-LQG: 793 ft. 0.150 mi. Relative: Higher Actual: 242 ft. 1/8-1/4 ANAHEIM, CA 92806 North CA HAZNET1186 N GROVE ST CAD981161573 39 RCRA-LQGARO SERVICE 1000131441 TC4702912.2s Page 112 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2014Year: 1000131441envid: HAZNET: No violations foundViolation Status: Large Quantity GeneratorClassification: ARO SERVICESite name: 11/08/1985Date form received by agency: Small Quantity GeneratorClassification: ARO SERVICESite name: 09/01/1996Date form received by agency: Historical Generators: CHROMIUM. Waste name: D007. Waste code: CADMIUM. Waste name: D006. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: ARO SERVICE (Continued)1000131441 TC4702912.2s Page 113 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1000131441envid: OrangeFacility County: Fuel Blending Prior To Energy Recovery At Another SiteMethod Decode: Off-specification, aged or surplus organicsCat Decode: 0.4Tons: Fuel Blending Prior To Energy Recovery At Another SiteDisposal Method: Off-specification, aged or surplus organicsWaste Category: Los AngelesTSD County: CAT080013352TSD EPA ID: OrangeGen County: ANAHEIM, CA 928060000Mailing City,St,Zip: 1186 N GROVE STMailing Address: Not reportedMailing Name: 7146309494Telephone: MARK C HAEFELEContact: CAD981161573GEPAID: 2014Year: 1000131441envid: OrangeFacility County: Organics Recovery Ect Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Method Decode: Waste oil and mixed oilCat Decode: 1.425Tons: Organics Recovery Ect Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Disposal Method: Waste oil and mixed oilWaste Category: Los AngelesTSD County: CAD099452708TSD EPA ID: OrangeGen County: ANAHEIM, CA 928060000Mailing City,St,Zip: 1186 N GROVE STMailing Address: Not reportedMailing Name: 7146309494Telephone: MARK C HAEFELEContact: CAD981161573GEPAID: 2014Year: 1000131441envid: OrangeFacility County: Organics Recovery Ect Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Method Decode: Unspecified oil-containing wasteCat Decode: 0.5421Tons: Organics Recovery Ect Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Disposal Method: Unspecified oil-containing wasteWaste Category: Los AngelesTSD County: CAD099452708TSD EPA ID: OrangeGen County: ANAHEIM, CA 928060000Mailing City,St,Zip: 1186 N GROVE STMailing Address: Not reportedMailing Name: 7146309494Telephone: MARK C HAEFELEContact: CAD981161573GEPAID: ARO SERVICE (Continued)1000131441 TC4702912.2s Page 114 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 57 additional CA_HAZNET: record(s) in the EDR Site Report. Click this hyperlink while viewing on your computer to access OrangeFacility County: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryMethod Decode: Other organic solidsCat Decode: 0.205Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Other organic solidsWaste Category: 99TSD County: AZR000501510TSD EPA ID: OrangeGen County: ANAHEIM, CA 928060000Mailing City,St,Zip: 1186 N GROVE STMailing Address: Not reportedMailing Name: 7146309494Telephone: MARK C HAEFELEContact: CAD981161573GEPAID: 2014Year: 1000131441envid: OrangeFacility County: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryMethod Decode: Oxygenated solvents (acetone, butanol, ethyl acetate, etc.)Cat Decode: 0.1815Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Oxygenated solvents (acetone, butanol, ethyl acetate, etc.)Waste Category: Los AngelesTSD County: CAD008302903TSD EPA ID: OrangeGen County: ANAHEIM, CA 928060000Mailing City,St,Zip: 1186 N GROVE STMailing Address: Not reportedMailing Name: 7146309494Telephone: MARK C HAEFELEContact: CAD981161573GEPAID: 2014Year: ARO SERVICE (Continued)1000131441 1166 N GROVE STFacility address: CALPROTECH INCFacility name: 08/20/1993Date form received by agency: RCRA-TSDF: ECHO CA HWP CA HAZNET CA EMI FINDS RCRA NonGen / NLR 828 ft.CA Orange Co. Industrial Site 0.157 mi.CA HIST UST Relative: Lower Actual: 239 ft. 1/8-1/4 CA LUSTANAHEIM, CA 92806 NW CA ENVIROSTOR1166 N GROVE ST CAD094133139 40 RCRA-TSDFCALPROTECH INC 1000349733 TC4702912.2s Page 115 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 12/04/1980Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (714) 779-1300Owner/operator telephone: Not reportedOwner/operator country: CITY NOT REPORTED, CA 99999 1166 N GROVE STOwner/operator address: DAVID W ROSSOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (714) 779-1300Owner/operator telephone: Not reportedOwner/operator country: ANAHEIM, CA 92806 1166 N GROVE STOwner/operator address: DAVID W ROSSOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: waste Handler is engaged in the treatment, storage or disposal of hazardousDescription: TSDFClassification: Facility is not located on Indian land. Additional information is not known.Land type: 09EPA Region: Not reportedContact email: Not reportedContact telephone: USContact country: Not reported Not reportedContact address: Not reportedContact: CAD094133139EPA ID: ANAHEIM, CA 92806 CALPROTECH INC (Continued)1000349733 TC4702912.2s Page 116 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 05/03/1984Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 12/16/1986Evaluation date: StateEvaluation lead agency: 02/17/1987Date achieved compliance: Generators - GeneralArea of violation: NON-FINANCIAL RECORD REVIEWEvaluation: 12/16/1986Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: FINANCIAL RECORD REVIEWEvaluation: 12/31/1986Evaluation date: Evaluation Action Summary: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 05/03/1984 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 06/30/1993Date achieved compliance: 05/03/1984Date violation determined: Generators - GeneralArea of violation: F - 262.10-12.ARegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 12/16/1986 Enforcement action date: VERBAL INFORMAL Enforcement action: StateViolation lead agency: 02/17/1987Date achieved compliance: 12/16/1986Date violation determined: Generators - GeneralArea of violation: FR - 262.50-60Regulation violated: Facility Has Received Notices of Violations: CA029STEvent: 01/01/1990Event date: Corrective Action Summary: Large Quantity GeneratorClassification: CALPROTECH INCSite name: CALPROTECH INC (Continued)1000349733 TC4702912.2s Page 117 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation STATERegion: LUST: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 80001716Alias Name: EPA (FRS #)Alias Type: 110002664313Alias Name: EPA Identification NumberAlias Type: CAD094133139Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.8423Longitude: 33.85833Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: * UnknownSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: 0Acres: Corrective ActionSite Type Detailed: Corrective ActionSite Type: Not reportedSite Code: 01/01/2008Status Date: * InactiveStatus: 80001716Facility ID: ENVIROSTOR: StateEvaluation lead agency: 06/30/1993Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: CALPROTECH INC (Continued)1000349733 TC4702912.2s Page 118 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OtherAction Type: T0605900298Global Id: Regulatory Activities: 02/04/1992Status Date: Open - Site AssessmentStatus: T0605900298Global Id: 11/07/1989Status Date: Open - Site AssessmentStatus: T0605900298Global Id: 09/06/1989Status Date: Open - Case Begin DateStatus: T0605900298Global Id: 11/17/1992Status Date: Completed - Case ClosedStatus: T0605900298Global Id: Status History: 9517824495Phone Number: cbernhardt@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: CARL BERNHARDTContact Name: Regional Board CaseworkerContact Type: T0605900298Global Id: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITYOrganization Name: RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605900298Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: CopperPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083000373TRB Case Number: ANAHEIM CITYLocal Agency: CABCase Worker: SANTA ANA RWQCB (REGION 8)Lead Agency: 11/17/1992Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.84201Longitude: 33.856833Latitude: T0605900298Global Id: CALPROTECH INC (Continued)1000349733 TC4702912.2s Page 119 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002664313Registry ID: FINDS: COPPER ETCHANTSReleased Chemical: Closed pre 1994, file review required to determine closure typeClosure Type: CLOSED 5/20/1992Current Status: RO0000358Record ID: 92IC013Case ID: Orange Co. Industrial Site: Click here for Geo Tracker PDF: NoneLeak Detection: Not reportedContainer Construction Thickness: 06Type of Fuel: PRODUCTTank Used for: 00000000Tank Capacity: 1980Year Installed: 1Container Num: 001Tank Num: 0000Total Tanks: ANAHEIM, CA 92817Owner City,St,Zip: P.O. BOX 17729Owner Address: MARK JOHNSON ENTERPRISESOwner Name: 7146305531Telephone: DAVID ROSSContact Name: MANUFACTURERSOther Type: OtherFacility Type: 00000054409Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002EB17.pdfURL: 0002EB17File Number: HIST UST: Site Visit / Inspection / SamplingAction: 06/12/1992Date: ENFORCEMENTAction Type: T0605900298Global Id: Leak ReportedAction: 11/02/1989Date: OtherAction Type: T0605900298Global Id: Leak DiscoveryAction: 09/06/1989Date: CALPROTECH INC (Continued)1000349733 TC4702912.2s Page 120 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Activities: Not reportedPublic Information Officer: Not reportedPublic Information Officer: 37Senate District: 68Assembly District: Not reportedSite Code: Not reportedSupervisor: Not reportedTeam: Not reportedFacility Size: Historical - Non-OperatingFacility Type: -117.8423Longitude: 33.85833Latitude: PROTECTIVE FILERCleanup Status: CAD094133139EPA Id: HWP: OrangeFacility County: Not reportedMethod Decode: Contaminated soil from site clean-upCat Decode: 16.8560000000Tons: Not reportedDisposal Method: Contaminated soil from site clean-upWaste Category: Not reportedTSD County: COD991300484TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928060000Mailing City,St,Zip: 1166 N GROVE STMailing Address: Not reportedMailing Name: 7147791300Telephone: DAVID W ROSSContact: CAD094133139GEPAID: 1993Year: 1000349733envid: HAZNET: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3679SIC Code: SCAir District Name: 42173Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: corrective action activities required under RCRA. CALPROTECH INC (Continued)1000349733 TC4702912.2s Page 121 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002664313DFR URL: 110002664313Registry ID: 1000349733Envid: ECHO: 110002664313Alias: FRSAlias Type: Historical - Non-OperatingFacility Type: CAD094133139EPA Id: Alias: 08/30/1984Actual Date: Protective Filer Status - PROTECTIVE FILER (RECEIVED)Event Description: TANKTRT1Unit Names: Historical - Non-OperatingFacility Type: CAD094133139EPA Id: 04/27/1988Actual Date: Protective Filer Status - PROTECTIVE FILER (APPROVED)Event Description: TANKTRT1Unit Names: Historical - Non-OperatingFacility Type: CAD094133139EPA Id: CALPROTECH INC (Continued)1000349733 5215Comp Number: ActiveStatus: 3Number Of Tanks: Not reportedContent: PSTG: UNKNOWNTank Use: Not reportedActive Date: Not reportedCapacity: ATank Status: 30-011-005215-000002SWRCB Tank Id: 1319Owner Tank Id: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 5215Comp Number: ActiveStatus: SWEEPS UST: -117.837108Longitude: 33.858876Latitude: Not reportedPermitting Agency: 5215Facility ID: UST: 834 ft. Site 2 of 6 in cluster I 0.158 mi.ECHO Relative: Higher Actual: 244 ft. 1/8-1/4 FINDSANAHEIM, CA 92807 NNE CA SWEEPS UST1151 N TUSTIN AV N/A I41 CA USTGOLDEN KRAFT INC 1004442914 TC4702912.2s Page 122 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002417643DFR URL: 110002417643Registry ID: 1004442914Envid: ECHO: AIR EMISSIONS CLASSIFICATION UNKNOWN Environmental Interest/Information System 110002417643Registry ID: FINDS: Not reportedNumber Of Tanks: METHANOLContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 12000Capacity: ATank Status: 30-011-005215-000006SWRCB Tank Id: 1319Owner Tank Id: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 5215Comp Number: ActiveStatus: Not reportedNumber Of Tanks: GASHOLContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: ATank Status: 30-011-005215-000004SWRCB Tank Id: 1319Owner Tank Id: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: GOLDEN KRAFT INC (Continued)1004442914 Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30017732Facility ID: CA FID UST: 872 ft. Site 3 of 6 in cluster G 0.165 mi. Relative: Higher Actual: 246 ft. 1/8-1/4 ANAHEIM, CA 92807 NE 3870 E EAGLE DR N/A G42 CA FID USTSTREECH ELECTRIC CO S101619882 TC4702912.2s Page 123 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92807Mailing City,St,Zip: Not reportedMailing Address 2: 3870 E EAGLE DRMailing Address: Not reportedMail To: 7146326780Facility Phone: STREECH ELECTRIC CO (Continued) S101619882 WSTG: M.V. FUELTank Use: Not reportedActive Date: 5000Capacity: ATank Status: 30-011-004784-000002SWRCB Tank Id: 965Owner Tank Id: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 4784Comp Number: ActiveStatus: 2Number Of Tanks: LEADEDContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 1000Capacity: ATank Status: 30-011-004784-000001SWRCB Tank Id: 965Owner Tank Id: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 4784Comp Number: ActiveStatus: SWEEPS UST: -117.833922Longitude: 33.8578519Latitude: Not reportedPermitting Agency: 4784Facility ID: UST: 872 ft. Site 4 of 6 in cluster G 0.165 mi. Relative: Higher Actual: 246 ft. 1/8-1/4 CA HIST USTANAHEIM, CA 92807 NE CA SWEEPS UST3870 E EAGLE DR N/A G43 CA USTSTREECH ELECTRIC CO U001578932 TC4702912.2s Page 124 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here for Geo Tracker PDF: NoneLeak Detection: Not reportedContainer Construction Thickness: REGULARType of Fuel: PRODUCTTank Used for: 00000500Tank Capacity: Not reportedYear Installed: 2Container Num: 002Tank Num: NoneLeak Detection: Not reportedContainer Construction Thickness: UNLEADEDType of Fuel: PRODUCTTank Used for: 00006000Tank Capacity: Not reportedYear Installed: 1Container Num: 001Tank Num: 0002Total Tanks: ANAHEIM, CA 92807Owner City,St,Zip: 3870 E. EAGLE DR.Owner Address: RE PROPERTIESOwner Name: 7146326780Telephone: NORMAN EDSONContact Name: CONTRACTOROther Type: OtherFacility Type: 00000050057Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002ED11.pdfURL: 0002ED11File Number: HIST UST: Not reportedNumber Of Tanks: DIESELContent: STREECH ELECTRIC CO (Continued) U001578932 Not reportedContact email: Not reportedContact telephone: USContact country: Not reported Not reportedContact address: Not reportedContact: ANAHEIM, CA 92807 3873 EAST EAGLE DR.Mailing address: CAD073564726EPA ID: ANAHEIM, CA 92807 3873 E EAGLE DRFacility address: ANAHEIM METAL COFacility name: 09/01/1996Date form received by agency: RCRA-SQG: 913 ft. Site 5 of 6 in cluster G 0.173 mi. Relative: Higher Actual: 246 ft. 1/8-1/4 ANAHEIM, CA 92807 NE 3873 E EAGLE DR CAD073564726 G44 RCRA-SQGANAHEIM METAL CO 1000240273 TC4702912.2s Page 125 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No violations foundViolation Status: Large Quantity GeneratorClassification: ANAHEIM METAL COSite name: 05/07/1981Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: CORPORATIONOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: ANAHEIM METAL CO (Continued)1000240273 TC4702912.2s Page 126 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: KYLEOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: Not reportedContact telephone: USContact country: Not reported Not reportedContact address: Not reportedContact: ANAHEIM, CA 92807 E EAGLE DRMailing address: CAD981635865EPA ID: ANAHEIM, CA 92807 3873 E EAGLE DRFacility address: AMERICAN PRECIOUS METALS INCFacility name: 09/01/1996Date form received by agency: RCRA-SQG: 913 ft. Site 6 of 6 in cluster G 0.173 mi. Relative: Higher Actual: 246 ft. 1/8-1/4 ECHOANAHEIM, CA 92807 NE FINDS3873 E EAGLE DR CAD981635865 G45 RCRA-SQGANAHEIM METAL CO 1000360709 TC4702912.2s Page 127 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002657278DFR URL: 110002657278Registry ID: 1000360709Envid: ECHO: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002657278Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: ANAHEIM METAL CO (Continued)1000360709 9758 WHITHORN DROwner/operator address: ERNST KRUEGEROwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 632-0810Contact telephone: USContact country: ANAHEIM, CA 92807 1150 N TUSTINContact address: FRANK PEREZContact: CAR000122291EPA ID: ANAHEIM, CA 92807 1150 N TUSTINFacility address: WESTERN WELL TOOL INCFacility name: 06/10/2002Date form received by agency: RCRA-SQG: 926 ft. Site 3 of 6 in cluster I 0.175 mi. Relative: Higher Actual: 245 ft. 1/8-1/4 ECHOANAHEIM, CA 92807 NNE FINDS1150 N TUSTIN CAR000122291 I46 RCRA-SQGWESTERN WELL TOOL INC 1005904402 TC4702912.2s Page 128 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 110012543408Registry ID: 1005904402Envid: ECHO: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource facilities. generators, transporters, and treatment, storage, and disposal provides California with information on hazardous waste shipments for California Hazardous Waste Tracking System - Datamart (HWTS-DATAMART) Environmental Interest/Information System 110012543408Registry ID: FINDS: No violations foundViolation Status: TETRACHLOROETHYLENE. Waste name: D039. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (800) 998-0802Owner/operator telephone: Not reportedOwner/operator country: HOUSTON, TX 77095 WESTERN WELL TOOL INC (Continued) 1005904402 TC4702912.2s Page 129 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110012543408DFR URL: WESTERN WELL TOOL INC (Continued) 1005904402 NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 09/01/1995Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: USOwner/operator country: Not reported Not reportedOwner/operator address: SALLY RIMMEROwner/operator name: Not reportedOwner/Op end date: 06/01/1997Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: USOwner/operator country: Not reported Not reportedOwner/operator address: RICK A AND JOAN ANDERSONOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: 714-237-1800Contact telephone: USContact country: ANAHEIM, CA 92806 1178 N GROVE ST STE AContact address: SALLY K RIMMERContact: CAR000160606EPA ID: ANAHEIM, CA 92806 STE A 1178 N GROVE STFacility address: ARCHITECTURAL COATINGS INCFacility name: 01/14/2005Date form received by agency: RCRA-SQG: 941 ft. Site 1 of 6 in cluster J 0.178 mi. Relative: Higher Actual: 240 ft. 1/8-1/4 ANAHEIM, CA 92806 NNW CA HAZNET1178 N GROVE ST CAR000160606 J47 RCRA-SQGARCHITECTURAL COATINGS INC 1007989115 TC4702912.2s Page 130 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OrangeFacility County: Not reportedMethod Decode: Unspecified organic liquid mixtureCat Decode: 0.68Tons: Not reportedDisposal Method: Unspecified organic liquid mixtureWaste Category: Not reportedTSD County: ARD981057870TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928060000Mailing City,St,Zip: 1178 N GROVE STMailing Address: Not reportedMailing Name: 7142371800Telephone: SALLY K RIMMERContact: CAR000160606GEPAID: 2006Year: 1007989115envid: OrangeFacility County: Not reportedMethod Decode: Unspecified organic liquid mixtureCat Decode: 1.6Tons: Not reportedDisposal Method: Unspecified organic liquid mixtureWaste Category: Not reportedTSD County: ARD981057870TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928060000Mailing City,St,Zip: 1178 N GROVE STMailing Address: Not reportedMailing Name: 7142371800Telephone: SALLY K RIMMERContact: CAR000160606GEPAID: 2006Year: 1007989115envid: HAZNET: No violations foundViolation Status: IGNITABLE WASTE. Waste name: D001. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: ARCHITECTURAL COATINGS INC (Continued) 1007989115 TC4702912.2s Page 131 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: ORBIS GRAPHICS ARTS INCOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 632-0420Contact telephone: USContact country: ANAHEIM, CA 92806 1174 N GROVEContact address: ENVIRONMENTAL MANAGERContact: ANAHEIM, CA 92806 N GROVEMailing address: CAD076080621EPA ID: ANAHEIM, CA 92806 1174 N GROVEFacility address: QUAD WEST INC DBA ORBIS GRAPHIC ARTSFacility name: 11/05/1990Date form received by agency: RCRA NonGen / NLR: 1004 ft. Site 2 of 6 in cluster J 0.190 mi. Relative: Lower Actual: 239 ft. 1/8-1/4 ECHOANAHEIM, CA 92806 NNW FINDS1174 N GROVE CAD076080621 J48 RCRA NonGen / NLRQUAD WEST INC DBA ORBIS GRAPHIC ARTS 1000262180 TC4702912.2s Page 132 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002658026DFR URL: 110002658026Registry ID: 1000262180Envid: ECHO: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002658026Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: QUAD WEST INC DBA ORBIS GRAPHIC ARTS (Continued) 1000262180 9Number: 449Comp Number: ActiveStatus: 9Number Of Tanks: Not reportedContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 6000Capacity: ATank Status: 30-011-000449-000001SWRCB Tank Id: 978Owner Tank Id: 12-31-88Created Date: 03-18-92Action Date: 03-18-92Referral Date: Not reportedBoard Of Equalization: 9Number: 449Comp Number: ActiveStatus: SWEEPS UST: -117.837162Longitude: 33.8594279Latitude: Not reportedPermitting Agency: 449Facility ID: UST: 1022 ft. Site 4 of 6 in cluster I 0.194 mi. Relative: Higher Actual: 244 ft. 1/8-1/4 ANAHEIM, CA 92807 NNE CA SWEEPS UST1171 N TUSTIN AVE N/A I49 CA USTBOND WELL ADHESIVES INC U003804486 TC4702912.2s Page 133 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 30-011-000449-000005SWRCB Tank Id: 978Owner Tank Id: 12-31-88Created Date: 03-18-92Action Date: 03-18-92Referral Date: Not reportedBoard Of Equalization: 9Number: 449Comp Number: ActiveStatus: Not reportedNumber Of Tanks: Not reportedContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 6000Capacity: ATank Status: 30-011-000449-000004SWRCB Tank Id: 978Owner Tank Id: 12-31-88Created Date: 03-18-92Action Date: 03-18-92Referral Date: Not reportedBoard Of Equalization: 9Number: 449Comp Number: ActiveStatus: Not reportedNumber Of Tanks: Not reportedContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 6000Capacity: ATank Status: 30-011-000449-000003SWRCB Tank Id: 978Owner Tank Id: 12-31-88Created Date: 03-18-92Action Date: 03-18-92Referral Date: Not reportedBoard Of Equalization: 9Number: 449Comp Number: ActiveStatus: Not reportedNumber Of Tanks: Not reportedContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 6000Capacity: ATank Status: 30-011-000449-000002SWRCB Tank Id: 978Owner Tank Id: 12-31-88Created Date: 03-18-92Action Date: 03-18-92Referral Date: Not reportedBoard Of Equalization: BOND WELL ADHESIVES INC (Continued)U003804486 TC4702912.2s Page 134 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: ATank Status: 30-011-000449-000008SWRCB Tank Id: 978Owner Tank Id: 12-31-88Created Date: 03-18-92Action Date: 03-18-92Referral Date: Not reportedBoard Of Equalization: 9Number: 449Comp Number: ActiveStatus: Not reportedNumber Of Tanks: Not reportedContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 6000Capacity: ATank Status: 30-011-000449-000007SWRCB Tank Id: 978Owner Tank Id: 12-31-88Created Date: 03-18-92Action Date: 03-18-92Referral Date: Not reportedBoard Of Equalization: 9Number: 449Comp Number: ActiveStatus: Not reportedNumber Of Tanks: Not reportedContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 6000Capacity: ATank Status: 30-011-000449-000006SWRCB Tank Id: 978Owner Tank Id: 12-31-88Created Date: 03-18-92Action Date: 03-18-92Referral Date: Not reportedBoard Of Equalization: 9Number: 449Comp Number: ActiveStatus: Not reportedNumber Of Tanks: Not reportedContent: PSTG: M.V. FUELTank Use: Not reportedActive Date: 6000Capacity: ATank Status: BOND WELL ADHESIVES INC (Continued)U003804486 TC4702912.2s Page 135 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedNumber Of Tanks: DIESELContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 2000Capacity: ATank Status: 30-011-000449-000009SWRCB Tank Id: 978Owner Tank Id: 12-31-88Created Date: 03-18-92Action Date: 03-18-92Referral Date: Not reportedBoard Of Equalization: 9Number: 449Comp Number: ActiveStatus: Not reportedNumber Of Tanks: BOND WELL ADHESIVES INC (Continued) U003804486 PATRICIA HANNONContact Name: Regional Board CaseworkerContact Type: T0605900353Global Id: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITYOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605900353Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083000441TRB Case Number: ANAHEIM CITYLocal Agency: ROWCase Worker: ANAHEIM CITYLead Agency: 05/30/1990Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.838463Longitude: 33.858067Latitude: T0605900353Global Id: STATERegion: LUST: 1022 ft.CA HIST CORTESESite 5 of 6 in cluster I 0.194 mi.CA EMI Relative: Higher Actual: 244 ft. 1/8-1/4 CA FID USTANAHEIM, CA 92807 NNE CA HIST UST1171 N TUSTIN AVE N/A I50 CA LUSTBOND WELL ADHESIVES INC S101589375 TC4702912.2s Page 136 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Inventory ControlHow Discovered: Not reportedFunding: CLOSEnf Type: LA PALMACross Street: Not reportedAbate Method: Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083000441TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: Leak StoppedAction: 11/21/1986Date: OtherAction Type: T0605900353Global Id: Leak ReportedAction: 12/01/1986Date: OtherAction Type: T0605900353Global Id: Leak DiscoveryAction: 10/01/1986Date: OtherAction Type: T0605900353Global Id: Closure/No Further Action LetterAction: 05/30/1990Date: ENFORCEMENTAction Type: T0605900353Global Id: Regulatory Activities: 12/03/1986Status Date: Open - Site AssessmentStatus: T0605900353Global Id: 10/01/1986Status Date: Open - Case Begin DateStatus: T0605900353Global Id: 05/30/1990Status Date: Completed - Case ClosedStatus: T0605900353Global Id: Status History: Not reportedPhone Number: phannon@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: BOND WELL ADHESIVES INC (Continued) S101589375 TC4702912.2s Page 137 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTotal Tanks: Not reportedOwner City,St,Zip: Not reportedOwner Address: Not reportedOwner Name: Not reportedTelephone: Not reportedContact Name: Not reportedOther Type: Not reportedFacility Type: Not reportedFacility ID: Not reportedRegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002D72C.pdfURL: 0002D72CFile Number: HIST UST: WHEN THE TANK WAS TESTED. THE CHECK VALVE AT TOP OF TANK WAS PUT IN SLIGHTLY COCKED AND CAUSED A LEAKSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: PAHStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.8380076Longitude: 33.8580883Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 12/31/1986Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: 12/3/1986Date Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 5/30/1990Close Date: 1/1/1965Enforcement Date: 10/1/1986Discover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: 12/31/1986Enter Date: 11/21/1986How Stopped Date: T0605900353Global ID: PipingLeak Source: Other CauseLeak Cause: Not reportedHow Stopped: BOND WELL ADHESIVES INC (Continued)S101589375 TC4702912.2s Page 138 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2891SIC Code: SCAir District Name: 63496Facility ID: SCAir Basin: 30County Code: 1990Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 7Reactive Organic Gases Tons/Yr: 8Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2891SIC Code: SCAir District Name: 13801Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92807Mailing City,St,Zip: Not reportedMailing Address 2: 1171 N TUSTIN AVEMailing Address: Not reportedMail To: 7146301234Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30008735Facility ID: CA FID UST: Click here for Geo Tracker PDF: Not reportedLeak Detection: Not reportedContainer Construction Thickness: Not reportedType of Fuel: Not reportedTank Used for: Not reportedTank Capacity: Not reportedYear Installed: Not reportedContainer Num: Not reportedTank Num: BOND WELL ADHESIVES INC (Continued)S101589375 TC4702912.2s Page 139 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083000441TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: BOND WELL ADHESIVES INC (Continued) S101589375 NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: Not reportedContact telephone: USContact country: Not reported Not reportedContact address: Not reportedContact: ANAHEIM, CA 92807 1171 NO TUSTIN AVMailing address: CAD076051069EPA ID: ANAHEIM, CA 92807 1171 NO. TUSTIN AVFacility address: WELLER-WHITE CHEMICAL,INC.Facility name: 09/01/1996Date form received by agency: RCRA-SQG: 1022 ft. Site 6 of 6 in cluster I 0.194 mi. Relative: Higher Actual: 244 ft. 1/8-1/4 ANAHEIM, CA 92807 NNE 1171 NO. TUSTIN AV CAD076051069 I51 RCRA-SQGWELLER-WHITE CHEMICAL,INC.1000281082 TC4702912.2s Page 140 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No violations foundViolation Status: Large Quantity GeneratorClassification: WELLER-WHITE CHEMICAL,INC.Site name: 12/02/1981Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: WELLER-WHITE CHEMICAL,INC. (Continued) 1000281082 hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 238-0400Contact telephone: USContact country: ANAHEIM, CA 92806 1177 N GROVE STContact address: MIKE HANEYContact: ANAHEIM, CA 928177847 P O BOX 17847Mailing address: CAD981634009EPA ID: ANAHEIM, CA 92806 1177 GROVE STFacility address: CENTURY INDEXFacility name: 07/28/1998Date form received by agency: RCRA-SQG: 1034 ft. Site 3 of 6 in cluster J 0.196 mi. Relative: Higher Actual: 240 ft. 1/8-1/4 ECHOANAHEIM, CA 92806 NNW FINDS1177 GROVE ST CAD981634009 J52 RCRA-SQGCENTURY INDEX 1000171075 TC4702912.2s Page 141 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1,4-DICHLOROBENZENE. Waste name: D027. Waste code: BENZENE. Waste name: D018. Waste code: SILVER. Waste name: D011. Waste code: LEAD. Waste name: D008. Waste code: CADMIUM. Waste name: D006. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (714) 579-3592Owner/operator telephone: Not reportedOwner/operator country: PLACERTIA, CA 92870 2031 TWEED STOwner/operator address: GROVE CONSTRUCTIONOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Owner/Operator Summary: CENTURY INDEX (Continued)1000171075 TC4702912.2s Page 142 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002731875DFR URL: 110002731875Registry ID: 1000171075Envid: ECHO: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002731875Registry ID: FINDS: No violations foundViolation Status: Small Quantity GeneratorClassification: CENTURY INDEXSite name: 09/01/1996Date form received by agency: Historical Generators: TRICHLORETHYLENE. Waste name: D040. Waste code: TETRACHLOROETHYLENE. Waste name: D039. Waste code: CENTURY INDEX (Continued)1000171075 Not reportedHow Stopped Date: T0605900298Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: None TakenEnf Type: LA PALMACross Street: Not reportedAbate Method: Not reportedQty Leaked: CopperSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083000373TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 1037 ft. Site 4 of 6 in cluster J 0.196 mi. Relative: Lower Actual: 239 ft. 1/8-1/4 CA HIST CORTESEANAHEIM, CA 92806 NNW CA Orange Co. Industrial Site1166 GROVE ST N/A J53 CA LUSTX- CELL TECH, INC.S103444641 TC4702912.2s Page 143 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083000373TReg Id: LINKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: LEAD COMPOUNDSReleased Chemical: Closure certification issuedClosure Type: CLOSED 12/29/1994Current Status: RO0000475Record ID: 94IC028Case ID: Orange Co. Industrial Site: INSTALLED ONE GROUNDWATER MONITORING WELLSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Regional BoardLead Agency: UNKStaff Initials: CABStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.8425387Longitude: 33.8574263Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 6/10/1987Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: 2/4/1992Date Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 11/17/1992Close Date: 1/1/1965Enforcement Date: 9/6/1989Discover Date: 11/7/1989Date Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: 6/10/1987Enter Date: X- CELL TECH, INC. (Continued)S103444641 TC4702912.2s Page 144 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: SWStaff Initials: NOMStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.8375914Longitude: 33.85029576Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 6/16/1993Enter Date: Not reportedDate Post Remedial Action Monitoring: 6/7/1993Date Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 5/23/1997Close Date: Not reportedEnforcement Date: 5/24/1993Discover Date: Not reportedDate Preliminary Assessment Began: 6/2/1993Date Confirmation of Leak Began: 6/16/1993Enter Date: 12/2/1992How Stopped Date: T0605901649Global ID: UNKLeak Source: UNKLeak Cause: Not reportedHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: CLOSEnf Type: 91 FWYCross Street: approved site Excavate and Dispose - remove contaminated soil and dispose inAbate Method: Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083002250TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 1050 ft. Site 1 of 2 in cluster K 0.199 mi. Relative: Lower Actual: 193 ft. 1/8-1/4 ANAHEIM, CA 92807 SSE 950 TUSTIN AVE N/A K54 CA LUSTARCIERO OFFICES S101299331 TC4702912.2s Page 145 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation DIESEL ALSOSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: ARCIERO OFFICES (Continued)S101299331 NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: FRANK ARCIEROOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: Not reportedContact telephone: USContact country: Not reported Not reportedContact address: Not reportedContact: CAD057357154EPA ID: ANAHEIM, CA 92807 950 N TUSTIN AVEFacility address: ARCIERO & SONS, INCFacility name: 09/01/1996Date form received by agency: RCRA-SQG: 1050 ft.ECHOSite 2 of 2 in cluster K 0.199 mi.CA HAZNET Relative: Lower Actual: 193 ft. 1/8-1/4 FINDSANAHEIM, CA 92807 SSE CA LUST950 N TUSTIN AVE CAD057357154 K55 RCRA-SQGARCIERO & SONS, INC 1000249395 TC4702912.2s Page 146 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605901649Global Id: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITYOrganization Name: RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605901649Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083002250TRB Case Number: ANAHEIM CITYLocal Agency: RMCase Worker: ANAHEIM CITYLead Agency: 05/23/1997Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.8374932Longitude: 33.8541379Latitude: T0605901649Global Id: STATERegion: LUST: No violations foundViolation Status: Large Quantity GeneratorClassification: ARCIERO & SONS, INCSite name: 12/16/1985Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: ARCIERO & SONS, INC (Continued)1000249395 TC4702912.2s Page 147 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002651185Registry ID: FINDS: File reviewAction: 08/13/2013Date: ENFORCEMENTAction Type: T0605901649Global Id: Leak StoppedAction: 12/02/1992Date: OtherAction Type: T0605901649Global Id: Leak DiscoveryAction: 05/24/1993Date: OtherAction Type: T0605901649Global Id: Leak ReportedAction: 06/07/1993Date: OtherAction Type: T0605901649Global Id: Closure/No Further Action LetterAction: 05/23/1997Date: ENFORCEMENTAction Type: T0605901649Global Id: Regulatory Activities: 06/02/1993Status Date: Open - Site AssessmentStatus: T0605901649Global Id: 06/07/1993Status Date: Open - RemediationStatus: T0605901649Global Id: 12/02/1992Status Date: Open - Case Begin DateStatus: T0605901649Global Id: 05/23/1997Status Date: Completed - Case ClosedStatus: T0605901649Global Id: Status History: ARCIERO & SONS, INC (Continued)1000249395 TC4702912.2s Page 148 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1994Year: 1000249395envid: OrangeFacility County: Transfer StationMethod Decode: Oxygenated solvents (acetone, butanol, ethyl acetate, etc.)Cat Decode: .4587Tons: Transfer StationDisposal Method: Oxygenated solvents (acetone, butanol, ethyl acetate, etc.)Waste Category: Not reportedTSD County: CAD000088252TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928070000Mailing City,St,Zip: 950 N TUSTIN AVEMailing Address: Not reportedMailing Name: 7146320134Telephone: ARCIERO & SONS, INCContact: CAD057357154GEPAID: 1994Year: 1000249395envid: OrangeFacility County: Transfer StationMethod Decode: Off-specification, aged or surplus organicsCat Decode: .4125Tons: Transfer StationDisposal Method: Off-specification, aged or surplus organicsWaste Category: Not reportedTSD County: CAD000088252TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928070000Mailing City,St,Zip: 950 N TUSTIN AVEMailing Address: Not reportedMailing Name: 7146320134Telephone: ARCIERO & SONS, INCContact: CAD057357154GEPAID: 1994Year: 1000249395envid: OrangeFacility County: Transfer StationMethod Decode: Unspecified aqueous solutionCat Decode: 1.8765Tons: Transfer StationDisposal Method: Unspecified aqueous solutionWaste Category: Not reportedTSD County: CAD000088252TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928070000Mailing City,St,Zip: 950 N TUSTIN AVEMailing Address: Not reportedMailing Name: 7146320134Telephone: ARCIERO & SONS, INCContact: CAD057357154GEPAID: 1995Year: 1000249395envid: HAZNET: ARCIERO & SONS, INC (Continued)1000249395 TC4702912.2s Page 149 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002651185DFR URL: 110002651185Registry ID: 1000249395Envid: ECHO: additional CA_HAZNET: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access OrangeFacility County: RecyclerMethod Decode: Waste oil and mixed oilCat Decode: .9174Tons: RecyclerDisposal Method: Waste oil and mixed oilWaste Category: Not reportedTSD County: CAT080031628TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928070000Mailing City,St,Zip: 950 N TUSTIN AVEMailing Address: Not reportedMailing Name: 7146320134Telephone: ARCIERO & SONS, INCContact: CAD057357154GEPAID: 1994Year: 1000249395envid: OrangeFacility County: RecyclerMethod Decode: Waste oil and mixed oilCat Decode: 2.9190Tons: RecyclerDisposal Method: Waste oil and mixed oilWaste Category: Not reportedTSD County: CAT080013352TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928070000Mailing City,St,Zip: 950 N TUSTIN AVEMailing Address: Not reportedMailing Name: 7146320134Telephone: ARCIERO & SONS, INCContact: CAD057357154GEPAID: ARCIERO & SONS, INC (Continued)1000249395 92806-2138Mailing Zip: CAMailing State: AnaheimMailing City: 1189 N Grove St Ste CMailing Address: Travis Findly, Kevin Yerigan, Tara WellhoeferContact Person: Not reportedBusiness Email Address: (714) 491-1222Facility Phone: 1709705Facility ID: HAULERS: 1063 ft. Site 5 of 6 in cluster J 0.201 mi. Relative: Higher Actual: 240 ft. 1/8-1/4 ANAHEIM, CA 92806 NNW CA HWT1189 NORTH GROVE STREET, UNIT C N/A J56 CA HAULERSHAZ MAT SERVICES, INC S109428884 TC4702912.2s Page 150 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 08/31/2016Expiration Date: 3724Reg Num: HWT: No Permit record for this business.Waste Tire Permit Summary: (714) 491-1222Mailing Phone: OrangeMailing County: HAZ MAT SERVICES, INC (Continued) S109428884 Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: JULE MARSHALLOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 259-8181Contact telephone: USContact country: ANAHEIM, CA 92806 1189 N GROVE ST UNIT AContact address: ENVIRONMENTAL MANAGERContact: TUSTIN, CA 92680 1402 MORGAN CIRCLEMailing address: CAD981683345EPA ID: ANAHEIM, CA 92806 1189 N GROVE ST UNIT AFacility address: CALIFORNIA YACHTS INCFacility name: 10/10/1986Date form received by agency: RCRA-SQG: 1063 ft. Site 6 of 6 in cluster J 0.201 mi. Relative: Higher Actual: 240 ft. 1/8-1/4 ECHOANAHEIM, CA 92806 NNW FINDS1189 N GROVE ST UNIT A CAD981683345 J57 RCRA-SQGCALIFORNIA YACHTS INC 1000252254 TC4702912.2s Page 151 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002750997DFR URL: 110002750997Registry ID: 1000252254Envid: ECHO: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002750997Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: CALIFORNIA YACHTS INC (Continued) 1000252254 714-279-5815Contact telephone: USContact country: ANAHEIM, CA 92807 411 N LAKEVIEW ATTN SAFETY DEPTContact address: MARC AXELRODContact: OAKLAND, CA 94612 12TH FL 1950 FRANKLIN STMailing address: CAR000225524EPA ID: ANAHEIM, CA 92806 3440 E LA PALMAFacility address: KAISER FOUNDATION HOSPITAL ORANGE COUNTY ANAHEIMFacility name: 05/23/2012Date form received by agency: RCRA-LQG: 1073 ft. Site 1 of 3 in cluster L 0.203 mi. Relative: Lower Actual: 235 ft. 1/8-1/4 ANAHEIM, CA 92806 West 3440 E LA PALMA CAR000225524 L58 RCRA-LQGKAISER FOUNDATION HOSPITAL ORANGE COUNTY ANAHEIM 1014950569 TC4702912.2s Page 152 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation IGNITABLE WASTE. Waste name: D001. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 02/15/2012Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: USOwner/operator country: Not reported Not reportedOwner/operator address: KAISER FOUNDATION HOSPITALOwner/operator name: Not reportedOwner/Op end date: 02/14/2012Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: 714-279-5815Owner/operator telephone: USOwner/operator country: ANAHEIM, CA 92806 3440 E LA PALMAOwner/operator address: KAISER FOUNDATION HOSPITALOwner/operator name: Owner/Operator Summary: 100 kg of that material at any time hazardous waste during any calendar month, and accumulates more than from the cleanup of a spill, into or on any land or water, of acutely of any residue or contaminated soil, waste or other debris resulting kg of acutely hazardous waste at any time; or generates 100 kg or less hazardous waste during any calendar month, and accumulates more than 1 waste during any calendar month; or generates 1 kg or less of acutely cleanup of a spill, into or on any land or water, of acutely hazardous residue or contaminated soil, waste or other debris resulting from the during any calendar month; or generates more than 100 kg of any calendar month; or generates more than 1 kg of acutely hazardous waste Handler: generates 1,000 kg or more of hazardous waste during anyDescription: Large Quantity GeneratorClassification: 09EPA Region: MARC.H.AXELROD@KP.ORGContact email: KAISER FOUNDATION HOSPITAL ORANGE COUNTY ANAHEIM (Continued) 1014950569 TC4702912.2s Page 153 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No violations foundViolation Status: 2-OXIDE (OR) CYCLOPHOSPHAMIDE 2H-1,3,2-OXAZAPHOSPHORIN-2-AMINE, N,N-BIS(2-CHLOROETHYL)TETRAHYDRO-,. Waste name: U058. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: KAISER FOUNDATION HOSPITAL ORANGE COUNTY ANAHEIM (Continued) 1014950569 Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: MESSE ENTERPRISES, INCOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 630-7111Contact telephone: USContact country: ANAHEIM, CA 92806 3445 E LA PALMA UNIT AContact address: ENVIRONMENTAL MANAGERContact: ANAHEIM, CA 92806 E LA PALMA UNIT AMailing address: CAD021799291EPA ID: ANAHEIM, CA 92806 3445 E LA PALMA UNIT AFacility address: WESTERN FAST PRINTFacility name: 04/01/1986Date form received by agency: RCRA-SQG: 1074 ft. Site 2 of 3 in cluster L 0.203 mi. Relative: Lower Actual: 235 ft. 1/8-1/4 ECHOANAHEIM, CA 92806 WNW FINDS3445 E LA PALMA UNIT A CAD021799291 L59 RCRA-SQGWESTERN FAST PRINT 1000403022 TC4702912.2s Page 154 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002639253DFR URL: 110002639253Registry ID: 1000403022Envid: ECHO: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002639253Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: WESTERN FAST PRINT (Continued)1000403022 TC4702912.2s Page 155 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation -117.842191Longitude: 33.857051Latitude: Not reportedPermitting Agency: 9091Facility ID: UST: 1076 ft. Site 1 of 3 in cluster M 0.204 mi. Relative: Lower Actual: 236 ft. 1/8-1/4 ANAHEIM, CA 92806 NW 1126 N FOUNTAIN WAY N/A M60 CA USTPLUMBING CONCEPTS INC U003785231 Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: GENE SCHAEFEROwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 632-8833Contact telephone: USContact country: ANAHEIM, CA 92807 1195 OSPREY CIRCLEContact address: ENVIRONMENTAL MANAGERContact: ANAHEIM, CA 92807 OSPREY CIRCLEMailing address: CAD981677248EPA ID: ANAHEIM, CA 92807 1195 OSPREY CIRCLEFacility address: ZAC INDUSTRIESFacility name: 10/06/1986Date form received by agency: RCRA-SQG: 1101 ft. Site 1 of 4 in cluster N 0.209 mi. Relative: Higher Actual: 246 ft. 1/8-1/4 CA HAZNETANAHEIM, CA 92807 NE CA EMI1195 OSPREY CIRCLE CAD981677248 N61 RCRA-SQGZAC INDUSTRIES 1000119945 TC4702912.2s Page 156 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3599SIC Code: SCAir District Name: 4152Facility ID: SCAir Basin: 30County Code: 1990Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3444SIC Code: SCAir District Name: 4152Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: ZAC INDUSTRIES (Continued)1000119945 TC4702912.2s Page 157 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1996Year: 1000119945envid: OrangeFacility County: RecyclerMethod Decode: Waste oil and mixed oilCat Decode: 5.4418Tons: RecyclerDisposal Method: Waste oil and mixed oilWaste Category: Not reportedTSD County: CAT080013352TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928070000Mailing City,St,Zip: 1195 OSPREY CIRMailing Address: Not reportedMailing Name: 7146328833Telephone: HARRY ESAYIANContact: CAD981677248GEPAID: 1997Year: 1000119945envid: OrangeFacility County: RecyclerMethod Decode: Waste oil and mixed oilCat Decode: 3.2734Tons: RecyclerDisposal Method: Waste oil and mixed oilWaste Category: Not reportedTSD County: CAT080013352TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928070000Mailing City,St,Zip: 1195 OSPREY CIRMailing Address: Not reportedMailing Name: 7146328833Telephone: HARRY ESAYIANContact: CAD981677248GEPAID: 1998Year: 1000119945envid: OrangeFacility County: RecyclerMethod Decode: Unspecified oil-containing wasteCat Decode: 1.6263Tons: RecyclerDisposal Method: Unspecified oil-containing wasteWaste Category: Not reportedTSD County: CAT080013352TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928070000Mailing City,St,Zip: 1195 OSPREY CIRMailing Address: Not reportedMailing Name: 7146328833Telephone: HARRY ESAYIANContact: CAD981677248GEPAID: 1999Year: 1000119945envid: HAZNET: ZAC INDUSTRIES (Continued)1000119945 TC4702912.2s Page 158 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 5 additional CA_HAZNET: record(s) in the EDR Site Report. Click this hyperlink while viewing on your computer to access OrangeFacility County: RecyclerMethod Decode: Waste oil and mixed oilCat Decode: 1.7514Tons: RecyclerDisposal Method: Waste oil and mixed oilWaste Category: Not reportedTSD County: CAT080013352TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928070000Mailing City,St,Zip: 1195 OSPREY CIRMailing Address: Not reportedMailing Name: 7146328833Telephone: HARRY ESAYIANContact: CAD981677248GEPAID: 1996Year: 1000119945envid: OrangeFacility County: RecyclerMethod Decode: Waste oil and mixed oilCat Decode: 3.6279Tons: RecyclerDisposal Method: Waste oil and mixed oilWaste Category: Not reportedTSD County: CAD099452708TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928070000Mailing City,St,Zip: 1195 OSPREY CIRMailing Address: Not reportedMailing Name: 7146328833Telephone: HARRY ESAYIANContact: CAD981677248GEPAID: ZAC INDUSTRIES (Continued)1000119945 09EPA Region: Not reportedContact email: Not reportedContact telephone: USContact country: Not reported Not reportedContact address: Not reportedContact: CAD981975659EPA ID: ANAHEIM, CA 92806 1194 N GROVE STFacility address: ELECTRO METAL FINISHING CORPFacility name: 09/01/1996Date form received by agency: RCRA-SQG: ECHO CA HAZNET 1108 ft.CA EMISite 1 of 2 in cluster O 0.210 mi.FINDS Relative: Higher Actual: 242 ft. 1/8-1/4 HIST FTTSANAHEIM, CA 92806 North FTTS1194 N GROVE ST CAD981975659 O62 RCRA-SQGELECTRO METAL FINISHING CORPOR 1000181755 TC4702912.2s Page 159 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 08/08/1994Evaluation date: Evaluation Action Summary: No violations foundViolation Status: Large Quantity GeneratorClassification: ELECTRO METAL FINISHING CORPSite name: 04/30/1987Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: VARGAS TONYOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: Facility is not located on Indian land. Additional information is not known.Land type: ELECTRO METAL FINISHING CORPOR (Continued) 1000181755 TC4702912.2s Page 160 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation STATE MASTER HAZARDOUS AIR POLLUTANT MAJOR corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource facilities. generators, transporters, and treatment, storage, and disposal provides California with information on hazardous waste shipments for California Hazardous Waste Tracking System - Datamart (HWTS-DATAMART) and settlements. regions and states with cooperative agreements, enforcement actions, Toxic Substances Control Act (TSCA). The system tracks inspections in Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) and the NCDB (National Compliance Data Base) supports implementation of the Environmental Interest/Information System 110002417741Registry ID: FINDS: ManufacturerFacility Function: EPCRALegislation Code: For Cause, ViolationInvestigation Reason: EPCRA, Enforcement, Federal ConductedInvestigation Type: NoViolation occurred: ABROWNINGInspector: Not reportedInspection Date: 09Region: 1997120310566 1Inspection Number: HIST FTTS INSP: ManufacturerFacility Function: EPCRALegislation Code: For Cause, ViolationInvestigation Reason: EPCRA, Enforcement, Federal ConductedInvestigation Type: NoViolation occurred: ABROWNINGInspector: 12/03/97Inspection Date: 09Region: 1997120310566 1Inspection Number: FTTS INSP: State Contractor/GranteeEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: ELECTRO METAL FINISHING CORPOR (Continued) 1000181755 TC4702912.2s Page 161 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 1995Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 4SOX - Oxides of Sulphur Tons/Yr: 10NOX - Oxides of Nitrogen Tons/Yr: 3Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 1993Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 5Reactive Organic Gases Tons/Yr: 21Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 1990Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 7Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: ELECTRO METAL FINISHING CORPOR (Continued)1000181755 TC4702912.2s Page 162 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 3Reactive Organic Gases Tons/Yr: 5Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 1998Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 4Reactive Organic Gases Tons/Yr: 6Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 1997Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 5Reactive Organic Gases Tons/Yr: 5Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 1996Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 4SOX - Oxides of Sulphur Tons/Yr: 10NOX - Oxides of Nitrogen Tons/Yr: 3Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: ELECTRO METAL FINISHING CORPOR (Continued)1000181755 TC4702912.2s Page 163 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 3Reactive Organic Gases Tons/Yr: 6Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 2001Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 4Reactive Organic Gases Tons/Yr: 6Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 2000Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 4Reactive Organic Gases Tons/Yr: 6Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 1999Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: ELECTRO METAL FINISHING CORPOR (Continued)1000181755 TC4702912.2s Page 164 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 2006Year: 0.02Part. Matter 10 Micrometers and Smllr Tons/Yr: 0.08502Particulate Matter Tons/Yr: 0.00105SOX - Oxides of Sulphur Tons/Yr: 0.165NOX - Oxides of Nitrogen Tons/Yr: 0.0444Carbon Monoxide Emissions Tons/Yr: 1.79Reactive Organic Gases Tons/Yr: 1.8279Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 2004Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 2003Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 2002Year: ELECTRO METAL FINISHING CORPOR (Continued)1000181755 TC4702912.2s Page 165 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0.04375Carbon Monoxide Emissions Tons/Yr: 0.32364Reactive Organic Gases Tons/Yr: 0.3578990324Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 2013Year: 0.023008Part. Matter 10 Micrometers and Smllr Tons/Yr: 0.02362Particulate Matter Tons/Yr: 0.00066SOX - Oxides of Sulphur Tons/Yr: 0.1443NOX - Oxides of Nitrogen Tons/Yr: 0.03885Carbon Monoxide Emissions Tons/Yr: 0.33338Reactive Organic Gases Tons/Yr: 0.36083302399Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 2012Year: .2754Part. Matter 10 Micrometers and Smllr Tons/Yr: .287Particulate Matter Tons/Yr: .001SOX - Oxides of Sulphur Tons/Yr: .214NOX - Oxides of Nitrogen Tons/Yr: .058Carbon Monoxide Emissions Tons/Yr: 1.022Reactive Organic Gases Tons/Yr: 1.050793233847220721Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3479SIC Code: SCAir District Name: 38418Facility ID: SCAir Basin: 30County Code: 2007Year: .2754Part. Matter 10 Micrometers and Smllr Tons/Yr: .287Particulate Matter Tons/Yr: .001SOX - Oxides of Sulphur Tons/Yr: .214NOX - Oxides of Nitrogen Tons/Yr: .058Carbon Monoxide Emissions Tons/Yr: 1.022Reactive Organic Gases Tons/Yr: 1.050793233847220721Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: ELECTRO METAL FINISHING CORPOR (Continued)1000181755 TC4702912.2s Page 166 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Other inorganic solid wasteWaste Category: 99TSD County: AZR000501510TSD EPA ID: OrangeGen County: ANAHEIM, CA 928062109Mailing City,St,Zip: 1194 N GROVE STMailing Address: Not reportedMailing Name: 7146308940Telephone: MELISSA VARGASContact: CAD981975659GEPAID: 2014Year: 1000181755envid: OrangeFacility County: Fuel Blending Prior To Energy Recovery At Another SiteMethod Decode: Unspecified solvent mixtureCat Decode: 0.198Tons: Fuel Blending Prior To Energy Recovery At Another SiteDisposal Method: Unspecified solvent mixtureWaste Category: Los AngelesTSD County: CAD008252405TSD EPA ID: OrangeGen County: ANAHEIM, CA 928062109Mailing City,St,Zip: 1194 N GROVE STMailing Address: Not reportedMailing Name: 7146308940Telephone: MELISSA VARGASContact: CAD981975659GEPAID: 2014Year: 1000181755envid: OrangeFacility County: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryMethod Decode: Other inorganic solid wasteCat Decode: 2.5Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Other inorganic solid wasteWaste Category: Not reportedTSD County: Not reportedTSD EPA ID: OrangeGen County: ANAHEIM, CA 928062109Mailing City,St,Zip: 1194 N GROVE STMailing Address: Not reportedMailing Name: 7146308940Telephone: MELISSA VARGASContact: CAD981975659GEPAID: 2014Year: 1000181755envid: HAZNET: 0.0114724Part. Matter 10 Micrometers and Smllr Tons/Yr: 0.01156Particulate Matter Tons/Yr: 0.00075SOX - Oxides of Sulphur Tons/Yr: 0.1625NOX - Oxides of Nitrogen Tons/Yr: ELECTRO METAL FINISHING CORPOR (Continued)1000181755 TC4702912.2s Page 167 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002417741DFR URL: 110002417741Registry ID: 1000181755Envid: ECHO: 76 additional CA_HAZNET: record(s) in the EDR Site Report. Click this hyperlink while viewing on your computer to access Not reportedFacility County: Fuel Blending Prior To Energy Recovery At Another SiteMethod Decode: Not reportedCat Decode: 0.396Tons: Fuel Blending Prior To Energy Recovery At Another SiteDisposal Method: Not reportedWaste Category: Los AngelesTSD County: CAD008252405TSD EPA ID: OrangeGen County: ANAHEIM, CA 928062109Mailing City,St,Zip: 1194 N GROVE STMailing Address: Not reportedMailing Name: 7146308940Telephone: MELISSA VARGASContact: CAD981975659GEPAID: 2013Year: 1000181755envid: OrangeFacility County: Fuel Blending Prior To Energy Recovery At Another SiteMethod Decode: Paint sludgeCat Decode: 0.055Tons: Fuel Blending Prior To Energy Recovery At Another SiteDisposal Method: Paint sludgeWaste Category: Los AngelesTSD County: CAD008252405TSD EPA ID: OrangeGen County: ANAHEIM, CA 928062109Mailing City,St,Zip: 1194 N GROVE STMailing Address: Not reportedMailing Name: 7146308940Telephone: MELISSA VARGASContact: CAD981975659GEPAID: 2014Year: 1000181755envid: OrangeFacility County: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryMethod Decode: Other inorganic solid wasteCat Decode: 3.4Tons: (H010-H129) Or (H131-H135) ELECTRO METAL FINISHING CORPOR (Continued) 1000181755 TC4702912.2s Page 168 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: DUNHAM RICHARDOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: Facility is not located on Indian land. Additional information is not known.Land type: 09EPA Region: Not reportedContact email: Not reportedContact telephone: USContact country: Not reported Not reportedContact address: Not reportedContact: ANAHEIM, CA 92807 1176 OSPREY CIRCLEMailing address: CAD064456593EPA ID: ANAHEIM, CA 92807 1176 OSPREY CIRFacility address: MICEL INCFacility name: 09/01/1996Date form received by agency: RCRA-SQG: ECHO CA EMI 1116 ft.FINDSSite 2 of 4 in cluster N 0.211 mi.CA Orange Co. Industrial Site Relative: Higher Actual: 246 ft. 1/8-1/4 CA CHMIRSANAHEIM, CA 92807 NE CA ENVIROSTOR1176 OSPREY CIR CAD064456593 N63 RCRA-SQGMICEL INC 1000203603 TC4702912.2s Page 169 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Envirostor ID NumberAlias Type: 71003377Alias Name: EPA Identification NumberAlias Type: CAL000174598Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.8352Longitude: 33.85763Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: Not reportedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: Not reportedSite Code: Not reportedStatus Date: Inactive - Needs EvaluationStatus: 71003377Facility ID: ENVIROSTOR: State Contractor/GranteeEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 05/16/1994Evaluation date: Evaluation Action Summary: No violations foundViolation Status: Large Quantity GeneratorClassification: MICEL INCSite name: 11/26/1980Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: MICEL INC (Continued)1000203603 TC4702912.2s Page 170 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOther: Not reportedMeasure: Not reportedType: Not reportedWhat Happened: Not reportedContainment: UnknownCleanup By: Not reportedSpill Site: Not reportedWaterway: NoWaterway Involved: Not reportedFacility Telephone: Not reportedReport Date: Not reportedReporting Officer Name/ID: Not reportedCompany Name: Not reportedCA DOT PUC/ICC Number: Not reportedVehicle Id Number: Not reportedVehicle State: Not reportedVehicle License Number: Not reportedVehicle Make/year: Not reportedOthers Number Of Fatalities: Not reportedOthers Number Of Injuries: Not reportedOthers Number Of Decontaminated: Not reportedResponding Agency Personel # Of Fatalities: Not reportedResponding Agency Personel # Of Injuries: Not reportedResp Agncy Personel # Of Decontaminated: Not reportedMore Than Two Substances Involved?: Not reportedProperty Management: Not reportedEstimated Temperature: Not reportedSurrounding Area: Not reportedTime Completed: Not reportedTime Notified: Not reportedAgency Incident Number: Not reportedAgency Id Number: Not reportedProperty Use: Not reportedDate Completed: Not reportedOES Time: Not reportedOES Date: 07/07/1999OES notification: 9-2850OES Incident Number: CHMIRS: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: MICEL INC (Continued)1000203603 TC4702912.2s Page 171 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 30County Code: 1987Year: EMI: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002654011Registry ID: FINDS: PERCHLOROETHYLENEReleased Chemical: Closure certification issuedClosure Type: CLOSED 8/8/1995Current Status: RO0000506Record ID: 95IC027Case ID: Orange Co. Industrial Site: control channels) advissed ok to flush it. solution in runoff. PFRD (in charge of flood Dikes put-up, unable to find any traces of Solution was less than 1% in a 300 liter tank. sprinklers overflowed the solution tanks. Structure fire at Veeco metal plating company,Description: Not reportedComments: Not reportedFatals: Not reportedInjuries: Not reportedEvacs: Not reported#3 Vessel >= 300 Tons: Not reported#2 Vessel >= 300 Tons: Not reported#1 Vessel >= 300 Tons: Not reported#3 Pipeline: Not reported#2 Pipeline: Not reported#1 Pipeline: 0Number of Fatalities: 0Number of Injuries: 0Evacuations: Not reportedSubstance #3: Not reportedSubstance #2: 0Unknown: Potassium Gold Cyanide SolutionSubstance: Not reportedE Date: Industrial PlantSite Type: YesContained: Not reportedAmount: Anaheim Fire DepartmentAdmin Agency: 7/7/199912:00:00 AMIncident Date: Santa Ana Fire DeptAgency: 1999Year: Not reportedDate/Time: MICEL INC (Continued)1000203603 TC4702912.2s Page 172 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002654011DFR URL: 110002654011Registry ID: 1000203603Envid: ECHO: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2819SIC Code: SCAir District Name: 16677Facility ID: SCAir Basin: 30County Code: 1990Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2819SIC Code: SCAir District Name: 16677Facility ID: SCAir Basin: MICEL INC (Continued)1000203603 Large Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (719) 630-8020Contact telephone: USContact country: Not reported Not reportedContact address: JACK SINGHContact: CAL000174598EPA ID: ANAHEIM, CA 92807 1176 N OSPREY CIRFacility address: VEECO ELECTRO FAB INCFacility name: 02/25/2002Date form received by agency: RCRA-LQG: 1116 ft. Site 3 of 4 in cluster N 0.211 mi. Relative: Higher Actual: 246 ft. 1/8-1/4 ANAHEIM, CA 92807 NE 1176 N OSPREY CIR CAL000174598 N64 RCRA-LQGVEECO ELECTRO FAB INC 1007200360 TC4702912.2s Page 173 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: 100 kg of that material at any time hazardous waste during any calendar month, and accumulates more than from the cleanup of a spill, into or on any land or water, of acutely of any residue or contaminated soil, waste or other debris resulting kg of acutely hazardous waste at any time; or generates 100 kg or less hazardous waste during any calendar month, and accumulates more than 1 waste during any calendar month; or generates 1 kg or less of acutely cleanup of a spill, into or on any land or water, of acutely hazardous residue or contaminated soil, waste or other debris resulting from the during any calendar month; or generates more than 100 kg of any calendar month; or generates more than 1 kg of acutely hazardous waste Handler: generates 1,000 kg or more of hazardous waste during anyDescription: VEECO ELECTRO FAB INC (Continued) 1007200360 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 21Reactive Organic Gases Tons/Yr: 23Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 373SIC Code: SCAir District Name: 35025Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: -117.841477Longitude: 33.859441Latitude: Not reportedPermitting Agency: 3833Facility ID: UST: 1144 ft. 0.217 mi. Relative: Lower Actual: 239 ft. 1/8-1/4 CA NPDESANAHEIM, CA 92806 NNW CA EMI1177 N GROVE ST N/A 65 CA USTBEACHPORT U003802148 TC4702912.2s Page 174 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: Not reportedDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Not reportedOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: Not reportedOPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Not reportedOPERATOR CONTACT NAME: Not reportedOPERATOR ZIP: Not reportedOPERATOR STATE: Not reportedOPERATOR CITY: Not reportedOPERATOR ADDRESS: Not reportedOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: Not reportedFACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Not reportedFACILITY CONTACT NAME: Not reportedPLACE SIZE UNIT: Not reportedPLACE SIZE: Not reportedSTATUS DATE: Not reportedSTATUS CODE NAME: Not reportedPROCESSED DATE: Not reportedRECEIVED DATE: 92806Discharge Zip: CaliforniaDischarge State: AnaheimDischarge City: 1177 N Grove StDischarge Address: Weartech International IncDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: 03/30/2012Effective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: IndustrialProgram Type: 8 30I023580WDID: Not reportedPlace Id: EnrolleeRegulatory Measure Type: 97-03-DWQOrder No: 425680Regulatory Measure Id: 8Region: 0Agency Id: ActiveFacility Status: CAS000001Npdes Number: NPDES: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: BEACHPORT (Continued)U003802148 TC4702912.2s Page 175 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation AnaheimOPERATOR CITY: 1177 N Grove StOPERATOR ADDRESS: Weartech International IncOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 714-683-2430FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Tom ChristieFACILITY CONTACT NAME: 53PLACE SIZE UNIT: 170000PLACE SIZE: 3/30/2012STATUS DATE: ActiveSTATUS CODE NAME: 3/30/2012PROCESSED DATE: 3/30/2012RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 8 30I023580WDID: Not reportedPlace Id: IndustrialRegulatory Measure Type: Not reportedOrder No: 425680Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Not reportedRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: BEACHPORT (Continued)U003802148 TC4702912.2s Page 176 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 6/30/2010Termination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 8 30I021008WDID: Not reportedPlace Id: IndustrialRegulatory Measure Type: Not reportedOrder No: 327781Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: 3313-Electrometallurgical Products, Except SteelPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Santa Ana RiverRECEIVING WATER NAME: NDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: CaliforniaDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Private BusinessOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-683-2430OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Tom ChristieOPERATOR CONTACT NAME: 92806OPERATOR ZIP: CaliforniaOPERATOR STATE: BEACHPORT (Continued)U003802148 TC4702912.2s Page 177 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Santa Ana RiverRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: CaliforniaDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Private BusinessOPERATOR TYPE: mhaney@intfiling.comOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-238-0400OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Mike HaneyOPERATOR CONTACT NAME: 92806OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: 1177 N Grove StOPERATOR ADDRESS: International Filing CoOPERATOR NAME: mhaney@intfiling.comFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 714-238-0400FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Mike HaneyFACILITY CONTACT NAME: 53PLACE SIZE UNIT: 200000PLACE SIZE: 7/8/2010STATUS DATE: TerminatedSTATUS CODE NAME: 7/16/2007PROCESSED DATE: 5/9/2008RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: BEACHPORT (Continued)U003802148 TC4702912.2s Page 178 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: 2679-Converted Paper and Paperboard Products, NECPRIMARY SIC: Not reportedCERTIFICATION DATE: BEACHPORT (Continued)U003802148 NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 08/15/2013Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: 949-975-9401Owner/operator telephone: USOwner/operator country: SANTA ANA, 92706 1930 N FAIRVIEW ST APT 3Owner/operator address: RAMSES SILVAOwner/operator name: Not reportedOwner/Op end date: 08/15/2013Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: USOwner/operator country: Not reported Not reportedOwner/operator address: RAMSES SILVAOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: 09EPA Region: ADMIN@CSELECTRONICS.INFOContact email: 949-975-9401Contact telephone: USContact country: SANTA ANA, CA 92706 1930 N FAIRVIEW ST APT 3Contact address: RAMSES SILVAContact: CAR000246389EPA ID: ANAHEIM, CA 92806 STE B 1146 N FOUNTAIN WAYFacility address: CS8 ELECTRONICS RECYCLINGFacility name: 05/20/2014Date form received by agency: RCRA NonGen / NLR: 1173 ft. Site 2 of 3 in cluster M 0.222 mi. Relative: Lower Actual: 236 ft. 1/8-1/4 ECHOANAHEIM, CA 92806 NW FINDS1146 N FOUNTAIN WAY CAR000246389 M66 RCRA NonGen / NLRCS8 ELECTRONICS RECYCLING 1016674999 TC4702912.2s Page 179 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110059767612DFR URL: 110059767612Registry ID: 1016674999Envid: ECHO: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110059767612Registry ID: FINDS: No violations foundViolation Status: Not reportedGenerated waste on-site: YesAccumulated waste on-site: OtherWaste type: Universal Waste Summary: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: CS8 ELECTRONICS RECYCLING (Continued) 1016674999 Handler: generates 1,000 kg or more of hazardous waste during anyDescription: Large Quantity GeneratorClassification: 09EPA Region: PATRICK.T.STEINHAUSER@KP.ORGContact email: (510) 625-4737Contact telephone: Not reportedContact country: ANAHEIM, CA 92806 E LA PALMAContact address: PATRICK T STEINHAUSERContact: ANAHEIM, CA 92806 E LA PALMAMailing address: CAR000228809EPA ID: ANAHEIM, CA 92806 3430 E LA PALMAFacility address: KRAEMER II MEDICAL OFFICESFacility name: 10/16/2014Date form received by agency: RCRA-LQG: 1178 ft. Site 3 of 3 in cluster L 0.223 mi. Relative: Lower Actual: 234 ft. 1/8-1/4 ECHOANAHEIM, CA 92806 West FINDS3430 E LA PALMA CAR000228809 L67 RCRA-LQGKRAEMER II MEDICAL OFFICES 1015740205 TC4702912.2s Page 180 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 02/14/2012Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: 510-987-1000Owner/operator telephone: USOwner/operator country: OAKLAND, CA 94612 1950 FRANKLIN ST 12TH FLOOROwner/operator address: KAISER FOUNDATION HOSPITALOwner/operator name: Not reportedOwner/Op end date: 01/01/2012Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: USOwner/operator country: OAKLAND, CA 94612 KAISER PLAZAOwner/operator address: KAISER FOUNDATION HOSPITALSOwner/operator name: Not reportedOwner/Op end date: 01/01/2012Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: Not reportedOwner/operator country: OAKLAND, CA 94612 KAISER PLAZAOwner/operator address: KAISER FOUNDATION HOSPITALSOwner/operator name: Not reportedOwner/Op end date: 02/14/2012Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: USOwner/operator country: Not reported Not reportedOwner/operator address: KAISER FOUNDATION HOSPITALOwner/operator name: Owner/Operator Summary: 100 kg of that material at any time hazardous waste during any calendar month, and accumulates more than from the cleanup of a spill, into or on any land or water, of acutely of any residue or contaminated soil, waste or other debris resulting kg of acutely hazardous waste at any time; or generates 100 kg or less hazardous waste during any calendar month, and accumulates more than 1 waste during any calendar month; or generates 1 kg or less of acutely cleanup of a spill, into or on any land or water, of acutely hazardous residue or contaminated soil, waste or other debris resulting from the during any calendar month; or generates more than 100 kg of any calendar month; or generates more than 1 kg of acutely hazardous waste KRAEMER II MEDICAL OFFICES (Continued) 1015740205 TC4702912.2s Page 181 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: Large Quantity GeneratorClassification: KAISER PERMANENTE KRAEMER MEDICAL OFFICE BUILDING 2Site name: 09/17/2012Date form received by agency: Historical Generators: L-PHENYLALANINE, 4-[BIS(2-CHLOROETHYL)AMINO]- (OR) MELPHALAN. Waste name: U150. Waste code: DAUNOMYCIN ,8,9,10-TETRAHYDRO-6,8,11-TRIHYDROXY-1-METHOXY-, (8S-CIS)- (OR) 8-ACETYL-10-[(3-AMINO-2,3,6-TRIDEOXY)-ALPHA-L-LYXO-HEXOPYRANOSYL)OXY]- 5,12-NAPHTHACENEDIONE,. Waste name: U059. Waste code: 2-OXIDE (OR) CYCLOPHOSPHAMIDE 2H-1,3,2-OXAZAPHOSPHORIN-2-AMINE, N,N-BIS(2-CHLOROETHYL)TETRAHYDRO-,. Waste name: U058. Waste code: BENZENEBUTANOIC ACID, 4-[BIS(2-CHLOROETHYL)AMINO]- (OR) CHLORAMBUCIL. Waste name: U035. Waste code: MITOMYCIN C OXY-5-METHYL-, [1AS-(1AALPHA, 8BETA, 8AALPHA, 8BALPHA)]- (OR) 6-AMINO-8-[[(AMINOCARBONYL)OXY]METHYL]-1,1A,2,8,8A,8B-HEXAHYDRO-8A-MET AZIRINO [2’,3’:3,4]PYRROLO[1,2-A]INDOLE-4,7-DIONE,. Waste name: U010. Waste code: ARSENIC OXIDE AS2O3 (OR) ARSENIC TRIOXIDE. Waste name: P012. Waste code: ARSENIC. Waste name: D004. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: KRAEMER II MEDICAL OFFICES (Continued) 1015740205 TC4702912.2s Page 182 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110046525131DFR URL: 110046525131Registry ID: 1015740205Envid: ECHO: HAZARDOUS WASTE BIENNIAL REPORTER corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110046525131Registry ID: FINDS: No violations foundViolation Status: STREPTOZOTOCIN GLUCOPYRANOSE, 2-DEOXY-2-(3-METHYL-3-NITROSOUREIDO)-,D- (OR) D-GLUCOSE, 2-DEOXY-2-[[(METHYLNITROSOAMINO)-CARBONYL]AMINO]- (OR). Waste name: U206. Waste code: ARSENIC OXIDE AS2O3 (OR) ARSENIC TRIOXIDE. Waste name: P012. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT KRAEMER II MEDICAL OFFICES (Continued) 1015740205 -117.83704Longitude: 33.86033Latitude: Not reportedPermitting Agency: 12148Facility ID: UST: 1206 ft. 0.228 mi. Relative: Higher Actual: 245 ft. 1/8-1/4 ANAHEIM, CA 92807 NNE 6441 JEFFERSON ST N/A 68 CA USTALL FORD LINCOLN MERCURY AUTO DISMANTLERS U003432718 TC4702912.2s Page 183 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: GARY BENSONOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 630-2870Contact telephone: USContact country: ANAHEIM, CA 92806 1137 N FOUNTAIN WAYContact address: ENVIRONMENTAL MANAGERContact: CAD982019929EPA ID: ANAHEIM, CA 92806 1137 N FOUNTAIN WAYFacility address: ANVIL ARTSFacility name: 08/03/1987Date form received by agency: RCRA-SQG: 1208 ft. Site 3 of 3 in cluster M 0.229 mi.ECHO Relative: Lower Actual: 236 ft. 1/8-1/4 CA HAZNETANAHEIM, CA 92806 WNW FINDS1137 N FOUNTAIN WAY CAD982019929 M69 RCRA-SQGANVIL ARTS 1000253040 TC4702912.2s Page 184 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OrangeFacility County: RecyclerMethod Decode: Unspecified solvent mixtureCat Decode: .2293Tons: RecyclerDisposal Method: Unspecified solvent mixtureWaste Category: Not reportedTSD County: CAD008252405TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928060000Mailing City,St,Zip: 1137 N FOUNTAIN WAYMailing Address: Not reportedMailing Name: 0000000000Telephone: Not reportedContact: CAD982019929GEPAID: 1994Year: 1000253040envid: OrangeFacility County: RecyclerMethod Decode: Unspecified solvent mixtureCat Decode: .1334Tons: RecyclerDisposal Method: Unspecified solvent mixtureWaste Category: Not reportedTSD County: CAD008252405TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928060000Mailing City,St,Zip: 1137 N FOUNTAIN WAYMailing Address: Not reportedMailing Name: 0000000000Telephone: Not reportedContact: CAD982019929GEPAID: 1996Year: 1000253040envid: HAZNET: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002778110Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: ANVIL ARTS (Continued)1000253040 TC4702912.2s Page 185 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002778110DFR URL: 110002778110Registry ID: 1000253040Envid: ECHO: ANVIL ARTS (Continued)1000253040 NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: JOHN BUTLEROwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 630-8117Contact telephone: USContact country: ANAHEIM, CA 92806 1196 N OSPREY CIRContact address: BARKER DOUGContact: CAD981629769EPA ID: ANAHEIM, CA 92806 1196 N OSPREY CIRFacility address: CRAFTECHFacility name: 07/10/1991Date form received by agency: RCRA-SQG: 1230 ft. Site 4 of 4 in cluster N 0.233 mi. Relative: Higher Actual: 246 ft. 1/8-1/4 ECHOANAHEIM, CA 92806 NE FINDS1196 N OSPREY CIR CAD981629769 N70 RCRA-SQGCRAFTECH 1000170512 TC4702912.2s Page 186 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002730411DFR URL: 110002730411Registry ID: 1000170512Envid: ECHO: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002730411Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: CRAFTECH (Continued)1000170512 hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 630-4433Contact telephone: USContact country: ANAHEIM, CA 92806 1199 GROVE STContact address: DALE TRUMBOContact: CAD983636416EPA ID: ANAHEIM, CA 92806 1199 GROVE STFacility address: WINN ENGINEERINGFacility name: 05/14/1992Date form received by agency: RCRA-SQG: 1231 ft. 0.233 mi.ECHO Relative: Higher Actual: 240 ft. 1/8-1/4 CA EMIANAHEIM, CA 92806 North FINDS1199 GROVE ST CAD983636416 71 RCRA-SQGWINN ENGINEERING 1000686368 TC4702912.2s Page 187 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3531SIC Code: SCAir District Name: 13417Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002876406Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (714) 630-4433Owner/operator telephone: Not reportedOwner/operator country: ANAHEIM, CA 92806 1199 GROVE STOwner/operator address: DALE TRUMBOOwner/operator name: Owner/Operator Summary: WINN ENGINEERING (Continued)1000686368 TC4702912.2s Page 188 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002876406DFR URL: 110002876406Registry ID: 1000686368Envid: ECHO: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3699SIC Code: SCAir District Name: 13417Facility ID: SCAir Basin: 30County Code: 1990Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: WINN ENGINEERING (Continued)1000686368 ANAHEIM, CA 92806 1196 N GROVE UNIT BOwner/operator address: WILLIAM MARTINOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 632-8952Contact telephone: USContact country: ANAHEIM, CA 92806 1196 N GROVE UNIT BContact address: WILLIAM MARTINContact: CAD983651019EPA ID: ANAHEIM, CA 92806 1196 N GROVE UNIT BFacility address: MARTIN MECHANICALFacility name: 10/27/1992Date form received by agency: RCRA-SQG: 1262 ft. Site 2 of 2 in cluster O 0.239 mi. Relative: Higher Actual: 242 ft. 1/8-1/4 ECHOANAHEIM, CA 92806 North FINDS1196 N GROVE UNIT B CAD983651019 O72 RCRA-SQGMARTIN MECHANICAL 1000819133 TC4702912.2s Page 189 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002886422DFR URL: 110002886422Registry ID: 1000819133Envid: ECHO: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002886422Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (714) 632-8952Owner/operator telephone: Not reportedOwner/operator country: MARTIN MECHANICAL (Continued)1000819133 N TUSTINMailing address: CAD983600941EPA ID: ANAHEIM, CA 92807 1187 N TUSTINFacility address: ALTA ROBBINS INCFacility name: 08/13/1991Date form received by agency: RCRA-SQG: 1267 ft. 0.240 mi. Relative: Higher Actual: 243 ft. 1/8-1/4 ECHOANAHEIM, CA 92807 NNE FINDS1187 N TUSTIN CAD983600941 73 RCRA-SQGALTA ROBBINS INC 1000596131 TC4702912.2s Page 190 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002857463Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (714) 630-0351Owner/operator telephone: Not reportedOwner/operator country: ANAHEIM, CA 92807 1187 N TUSTINOwner/operator address: ALTA ROBBINS INCOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 630-0671Contact telephone: USContact country: ANAHEIM, CA 92807 1187 N TUSTINContact address: MIKE KRUMPELMANNContact: ANAHEIM, CA 92807 ALTA ROBBINS INC (Continued)1000596131 TC4702912.2s Page 191 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002857463DFR URL: 110002857463Registry ID: 1000596131Envid: ECHO: ALTA ROBBINS INC (Continued)1000596131 Low priority for further assessmentPriority Level: 10/01/86Date Completed: 02/01/85Date Started: PRELIMINARY ASSESSMENTAction: Not reportedPriority Level: 08/01/80Date Completed: / /Date Started: DISCOVERYAction: CERCLIS-NFRAP Assessment History: ANAHEIM, CA 92807 3401 E. LAPALMAAlias Address: MULTIWIRE WESTAlias Name: ANAHEIM, CA 92807 1150 NORTH HAWK CIRCLEAlias Address: MULTIWIRE WEST #2Alias Name: CERCLIS-NFRAP Site Alias Name(s): 13004003.00000Person ID: 13301566.00000Contact Sequence ID: 13003858.00000Person ID: 13295708.00000Contact Sequence ID: 13003854.00000Person ID: 13290113.00000Contact Sequence ID: CERCLIS-NFRAP Site Contact Details: NFRAP-Site does not qualify for the NPL based on existing informationNon NPL Status: Not on the NPLNPL Status: Not a Federal FacilityFederal Facility: 0901638Site ID: :Following information was gathered from the prior CERCLIS update completed in 10/2013: NFRAP-Site does not qualify for the NPL based on existing informationNon NPL Status: Not on the NPLNPL: NFederal Facility: CAD086586682EPA ID: 901638Site ID: SEMS-ARCHIVE: CA HWP CA EMI 1327 ft.CA HIST UST 0.251 mi.CA ENVIROSTOR Relative: Higher Actual: 248 ft. 1/4-1/2 RCRA-SQGANAHEIM, CA 92807 ENE CORRACTS3901 E LA PALMA AVE CAD086586682 74 SEMS-ARCHIVEVECTOR ELECTRONIC COMPANY 1000414016 TC4702912.2s Page 192 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (203) 327-7222Owner/operator telephone: Not reportedOwner/operator country: STAMFORD, CT 06902 66 GATEHOUSE ROADOwner/operator address: VECTOR ELECTRONICS COMPANYOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: Facility is not located on Indian land. Additional information is not known.Land type: 09EPA Region: Not reportedContact email: Not reportedContact telephone: USContact country: Not reported Not reportedContact address: Not reportedContact: ANAHEIM, CA 92807 3901 E. LA PALMA AVE.Mailing address: CAD086586682EPA ID: ANAHEIM, CA 92807 3901 E LA PALMA AVEFacility address: VECTOR ELECTRONIC COMPANYFacility name: 09/01/1996Date form received by agency: RCRA-SQG: Not reportedSchedule end date: Not reportedOriginal schedule date: Other Electronic Component Manufacturing 334419NAICS Code(s): corrective action priority CA075LO - CA Prioritization, Facility or area was assigned a lowAction: 19890118Actual Date: ENTIRE FACILITYArea Name: 09EPA Region: CAD086586682EPA ID: CORRACTS: NFRAP-Site does not qualify for the NPL based on existing informationPriority Level: 01/18/89Date Completed: / /Date Started: PRELIMINARY ASSESSMENTAction: Not reportedPriority Level: 01/18/89Date Completed: / /Date Started: ARCHIVE SITEAction: VECTOR ELECTRONIC COMPANY (Continued) 1000414016 TC4702912.2s Page 193 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 10/12/1988Date violation determined: TSD - GeneralArea of violation: FR - 270Regulation violated: Facility Has Received Notices of Violations: CA029STEvent: 01/01/1990Event date: CA074LOEvent: 01/18/1989Event date: action priority. CA Prioritization, Facility or area was assigned a low correctiveEvent: 01/18/1989Event date: CA049REEvent: 01/18/1989Event date: CA049PAEvent: 10/01/1986Event date: Corrective Action Summary: Large Quantity GeneratorClassification: VECTOR ELECTRONIC COMPANYSite name: 08/08/1989Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (714) 632-7770Owner/operator telephone: Not reportedOwner/operator country: CITY NOT REPORTED, CA 99999 3901 E LA PALMA AVEOwner/operator address: MULTIWIRE WESTOwner/operator name: Not reportedOwner/Op end date: VECTOR ELECTRONIC COMPANY (Continued) 1000414016 TC4702912.2s Page 194 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 06/20/1987Date achieved compliance: 05/07/1987Date violation determined: TSD - GeneralArea of violation: F - 270Regulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: Not reported Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: Not reported Enforcement action date: Not reported Enforcement action: StateViolation lead agency: 08/13/1989Date achieved compliance: 10/12/1988Date violation determined: TSD - Financial RequirementsArea of violation: F - 264.140-150.HRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: Not reported Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: Not reported Enforcement action date: Not reported Enforcement action: StateViolation lead agency: 08/13/1989Date achieved compliance: 10/12/1988Date violation determined: LDR - GeneralArea of violation: F - 268.7Regulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: Not reported Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: Not reported Enforcement action date: Not reported Enforcement action: StateViolation lead agency: 08/13/1989Date achieved compliance: 10/12/1988Date violation determined: LDR - GeneralArea of violation: F - 268 ALLRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 11/03/1988 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 11/29/1988Date achieved compliance: VECTOR ELECTRONIC COMPANY (Continued)1000414016 TC4702912.2s Page 195 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation -117.8334Longitude: 33.85621Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: * UnknownSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: 0Acres: Corrective ActionSite Type Detailed: Corrective ActionSite Type: Not reportedSite Code: 01/01/2008Status Date: * InactiveStatus: 80001701Facility ID: ENVIROSTOR: StateEvaluation lead agency: 06/20/1987Date achieved compliance: TSD - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 05/07/1987Evaluation date: StateEvaluation lead agency: 08/13/1989Date achieved compliance: LDR - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 10/12/1988Evaluation date: StateEvaluation lead agency: 08/13/1989Date achieved compliance: TSD - Financial RequirementsArea of violation: FINANCIAL RECORD REVIEWEvaluation: 10/12/1988Evaluation date: StateEvaluation lead agency: 11/29/1988Date achieved compliance: TSD - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 10/12/1988Evaluation date: Evaluation Action Summary: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 07/27/1987 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: VECTOR ELECTRONIC COMPANY (Continued)1000414016 TC4702912.2s Page 196 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 002Tank Num: NoneLeak Detection: Not reportedContainer Construction Thickness: Not reportedType of Fuel: WASTETank Used for: 00000300Tank Capacity: 1977Year Installed: 1Container Num: 001Tank Num: 0003Total Tanks: STAMFORD, CT 06902Owner City,St,Zip: GATEHOUSE ROADOwner Address: KOLLMORGEN CORP.Owner Name: 7146327770Telephone: ROBERT DORANContact Name: PRINTED WIRING BOARDOther Type: OtherFacility Type: 00000054736Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002EAA4.pdfURL: 0002EAA4File Number: HIST UST: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 01/18/1989Completed Date: Preliminary Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 10/01/1986Completed Date: Preliminary Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 80001701Alias Name: EPA Identification NumberAlias Type: CAD086586682Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: VECTOR ELECTRONIC COMPANY (Continued) 1000414016 TC4702912.2s Page 197 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CAD086586682EPA Id: HWP: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3679SIC Code: SCAir District Name: 74276Facility ID: SCAir Basin: 30County Code: 1990Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 1Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3679SIC Code: SCAir District Name: 5996Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: Click here for Geo Tracker PDF: VisualLeak Detection: 3/4Container Construction Thickness: Not reportedType of Fuel: WASTETank Used for: 00000050Tank Capacity: 1984Year Installed: 2Container Num: 003Tank Num: NoneLeak Detection: 4Container Construction Thickness: Not reportedType of Fuel: WASTETank Used for: 00000020Tank Capacity: 1984Year Installed: 1Container Num: VECTOR ELECTRONIC COMPANY (Continued) 1000414016 TC4702912.2s Page 198 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedPublic Information Officer: Not reportedPublic Information Officer: 37Senate District: 68Assembly District: Not reportedSite Code: Not reportedSupervisor: Not reportedTeam: Not reportedFacility Size: Historical - Non-OperatingFacility Type: -117.8334Longitude: 33.85621Latitude: KNOWN GENERATORSCleanup Status: VECTOR ELECTRONIC COMPANY (Continued) 1000414016 Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 71003128Alias Name: EPA Identification NumberAlias Type: CAD983594870Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.8337Longitude: 33.85724Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: Robert SengaSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: 1Acres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: Not reportedSite Code: 05/19/2015Status Date: Refer: Local AgencyStatus: 71003128Facility ID: ENVIROSTOR: 1336 ft. 0.253 mi. Relative: Higher Actual: 247 ft. 1/4-1/2 ANAHEIM, CA 92807 NE 1150 N. HAWK CIR N/A 75 CA ENVIROSTORCOPPER CLAD MULTILAYER PRODUCTS, INC. U001578924 TC4702912.2s Page 199 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: COPPER CLAD MULTILAYER PRODUCTS, INC. (Continued) U001578924 SHERWIN-WILLIAMS DIVERSIFIED BRANDSSite name: 03/04/1999Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: waste Handler is engaged in the treatment, storage or disposal of hazardousDescription: TSDFClassification: PrivateLand type: 09EPA Region: Not reportedContact email: (216) 566-1495Contact telephone: USContact country: Not reported Not reportedContact address: MIKE VENEYContact: CLEVELAND, OH 44115 101 PROSPECT NW 443 MIDLANDMailing address: CAD042137950EPA ID: ANAHIEM, CA 92807 3818 CORNODO STFacility address: SHERWIN-WILLIAMS DIVERSIFIED BRANDSSite name: DIVERSIFIED BRANDSFacility name: 10/12/2000Date form received by agency: RCRA-TSDF: 1454 ft. Site 1 of 6 in cluster P 0.275 mi. Relative: Higher Actual: 245 ft. 1/4-1/2 ANAHIEM, CA 92807 NNE RCRA-SQG3818 CORNODO ST CAD042137950 P76 RCRA-TSDFDIVERSIFIED BRANDS 1000371815 TC4702912.2s Page 200 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name: F005. Waste code: SPENT SOLVENT MIXTURES. F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F002, AND TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE SOLVENTS; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A AND NITROBENZENE; AND THE STILL BOTTOMS FROM THE RECOVERY OF THESE THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: CRESOLS, CRESYLIC ACID,. Waste name: F004. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: SPENT SOLVENT MIXTURES. F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,. Waste name: F002. Waste code: SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING 1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE, THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:. Waste name: F001. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: Large Quantity GeneratorClassification: DIVERSIFIED BRANDSSite name: 12/03/1997Date form received by agency: Small Quantity GeneratorClassification: DIVERSIFIED BRANDSSite name: 12/03/1997Date form received by agency: Large Quantity GeneratorClassification: DIVERSIFIED BRANDS (Continued)1000371815 TC4702912.2s Page 201 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 01/12/1989Date achieved compliance: 11/02/1988Date violation determined: Generators - GeneralArea of violation: FR - 262.50-60Regulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: Not reported Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: Not reported Enforcement action date: Not reported Enforcement action: StateViolation lead agency: 02/05/1996Date achieved compliance: 02/05/1991Date violation determined: Generators - GeneralArea of violation: FR - 262.10-12.ARegulation violated: Facility Has Received Notices of Violations: CA029STEvent: 01/01/1990Event date: Corrective Action Summary: Large Quantity GeneratorClassification: DIVERSIFIED BRANDSSite name: 02/22/1989Date form received by agency: Large Quantity GeneratorClassification: SHERWIN WILLIAMS/SPRAYON PRODUCTSSite name: 03/22/1990Date form received by agency: Large Quantity GeneratorClassification: SPRAYON PRODUCTS DIV.Site name: 03/16/1992Date form received by agency: Large Quantity GeneratorClassification: DIVERSIFIED BRANDSSite name: 10/06/1993Date form received by agency: Large Quantity GeneratorClassification: SPRAYON PRODUCTSSite name: 03/04/1994Date form received by agency: Large Quantity GeneratorClassification: SHERWIN-WILLIAMS DIVERSIFIED BRANDSSite name: 01/24/1996Date form received by agency: THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, DIVERSIFIED BRANDS (Continued)1000371815 TC4702912.2s Page 202 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation State Contractor/GranteeEvaluation lead agency: 02/05/1996Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 02/05/1991Evaluation date: Evaluation Action Summary: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 10/27/1986 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 12/04/1986Date achieved compliance: 08/01/1986Date violation determined: Generators - GeneralArea of violation: FR - 262.10-12.ARegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: EPA Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 07/03/1989 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 07/10/1989Date achieved compliance: 05/05/1988Date violation determined: LDR - GeneralArea of violation: FR - 268.7Regulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: Not reported Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: Not reported Enforcement action date: Not reported Enforcement action: StateViolation lead agency: 01/12/1989Date achieved compliance: 05/05/1988Date violation determined: Generators - GeneralArea of violation: F - 262.50-60Regulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 12/08/1988 Enforcement action date: DIVERSIFIED BRANDS (Continued)1000371815 TC4702912.2s Page 203 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 08/21/1986Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: FINANCIAL RECORD REVIEWEvaluation: 03/05/1987Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: NON-FINANCIAL RECORD REVIEWEvaluation: 05/04/1987Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 05/04/1987Evaluation date: StateEvaluation lead agency: 01/12/1989Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 05/05/1988Evaluation date: StateEvaluation lead agency: 07/10/1989Date achieved compliance: LDR - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 05/05/1988Evaluation date: StateEvaluation lead agency: 01/12/1989Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 11/02/1988Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: FINANCIAL RECORD REVIEWEvaluation: 11/08/1988Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 07/11/1990Evaluation date: EPAEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 07/11/1990Evaluation date: DIVERSIFIED BRANDS (Continued)1000371815 TC4702912.2s Page 204 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: FINANCIAL RECORD REVIEWEvaluation: 12/07/1984Evaluation date: EPAEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: FINANCIAL RECORD REVIEWEvaluation: 09/25/1985Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: FINANCIAL RECORD REVIEWEvaluation: 10/09/1985Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: FINANCIAL RECORD REVIEWEvaluation: 03/28/1986Evaluation date: StateEvaluation lead agency: 12/04/1986Date achieved compliance: Generators - GeneralArea of violation: FINANCIAL RECORD REVIEWEvaluation: 08/01/1986Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: GROUNDWATER MONITORING EVALUATIONEvaluation: 08/21/1986Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: NON-FINANCIAL RECORD REVIEWEvaluation: 08/21/1986Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: DIVERSIFIED BRANDS (Continued)1000371815 04/03/1989Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.8364595Longitude: 33.8591083Latitude: T0605900305Global Id: STATERegion: LUST: 1454 ft. Site 2 of 6 in cluster P 0.275 mi. Relative: Higher Actual: 245 ft. 1/4-1/2 ANAHEIM, CA 92807 NNE CA Orange Co. Industrial Site3818 E CORONADO ST N/A P77 CA LUSTSPRAY-ON PRODUCTS INC S108752927 TC4702912.2s Page 205 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Closed pre 1994, file review required to determine closure typeClosure Type: CLOSED 5/25/1989Current Status: RO0000122Record ID: 88IC036Case ID: Orange Co. Industrial Site: Leak ReportedAction: 12/03/1986Date: OtherAction Type: T0605900305Global Id: Regulatory Activities: 12/05/1986Status Date: Open - Site AssessmentStatus: T0605900305Global Id: 12/03/1986Status Date: Open - Case Begin DateStatus: T0605900305Global Id: 04/03/1989Status Date: Completed - Case ClosedStatus: T0605900305Global Id: Status History: Not reportedPhone Number: phannon@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: PATRICIA HANNONContact Name: Regional Board CaseworkerContact Type: T0605900305Global Id: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITYOrganization Name: RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605900305Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: Trichloroethylene (TCE)Potential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083000384TRB Case Number: ANAHEIM CITYLocal Agency: RMCase Worker: ANAHEIM CITYLead Agency: SPRAY-ON PRODUCTS INC (Continued) S108752927 TC4702912.2s Page 206 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SOLVENTS-HALOGENATEDReleased Chemical: SPRAY-ON PRODUCTS INC (Continued) S108752927 Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 80001374Alias Name: EPA Identification NumberAlias Type: CAD042137950Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.8358Longitude: 33.85951Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: * UnknownSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: 0Acres: Corrective ActionSite Type Detailed: Corrective ActionSite Type: Not reportedSite Code: 01/01/2008Status Date: * InactiveStatus: 80001374Facility ID: ENVIROSTOR: 1454 ft. Site 3 of 6 in cluster P 0.275 mi.CA HIST CORTESE Relative: Higher Actual: 245 ft. 1/4-1/2 CA SLICANAHEIM, CA 92806 NNE CA LUST3818 EAST CORONADO ST N/A P78 CA ENVIROSTORTHE SHERWIN WILLIAMS COMPANY S103248962 TC4702912.2s Page 207 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: UNKStaff Initials: PAHStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.8364595Longitude: 33.8591083Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 5/20/1987Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: 12/5/1986Date Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 4/3/1989Close Date: Not reportedEnforcement Date: Not reportedDiscover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: 5/20/1987Enter Date: Not reportedHow Stopped Date: T0605900305Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: Not reportedEnf Type: CORONADOCross Street: Not reportedAbate Method: Not reportedQty Leaked: TCESubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083000384TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: THE SHERWIN WILLIAMS COMPANY (Continued)S103248962 TC4702912.2s Page 208 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083000384TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: Click here to access the California GeoTracker records for this facility: Not reportedSite History: 1,1,1-Trichloroethane (TCA), Tetrachloroethylene (PCE)Potential Contaminants of Concern: Aquifer used for drinking water supply, SoilPotential Media Affected: Regional BoardFile Location: SL208463901RB Case Number: Not reportedLocal Agency: KSCase Worker: Cleanup Program SiteCase Type: -117.892357506847Longitude: 33.8352185879588Latitude: Not reportedLead Agency Case Number: SANTA ANA RWQCB (REGION 8)Lead Agency: SL208463901Global Id: 01/05/2001Status Date: Completed - Case ClosedFacility Status: STATERegion: SLIC: THE SHERWIN WILLIAMS COMPANY (Continued) S103248962 Not reportedThomas Bros Code: A-8Location Code: Regional BoardLead Agency: TCA,PCESubstance: Kamron Saremi, Tel 909-782-4303, SLICStaff: ClosedFacility Status: Soil and GroundwaterType: SLIC REG 8: 1454 ft. Site 4 of 6 in cluster P 0.275 mi. Relative: Higher Actual: 245 ft. 1/4-1/2 ANAHEIM, CA NNE 3818 E CORONADO STREET N/A P79 CA SLICSPRAYON PRODUCTS S105032434 Not reportedTeam: Not reportedFacility Size: Historical - Non-OperatingFacility Type: -117.8358Longitude: 33.85951Latitude: PROTECTIVE FILERCleanup Status: CAD042137950EPA Id: HWP: 1454 ft. Site 5 of 6 in cluster P 0.275 mi. Relative: Higher Actual: 245 ft. 1/4-1/2 ANAHEIM, CA 92806 NNE 3818 EAST CORONADO ST N/A P80 CA HWPTHE SHERWIN WILLIAMS COMPANY S103656420 TC4702912.2s Page 209 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 04/05/1989Actual Date: Protective Filer Status - PROTECTIVE FILER (APPROVED)Event Description: CONTAIN1, OTHRTRT1, WASTEPILE1Unit Names: Historical - Non-OperatingFacility Type: CAD042137950EPA Id: 01/09/1989Actual Date: Protective Filer Status - PROTECTIVE FILER (RECEIVED)Event Description: CONTAIN1, OTHRTRT1, WASTEPILE1Unit Names: Historical - Non-OperatingFacility Type: CAD042137950EPA Id: Activities: Not reportedPublic Information Officer: Not reportedPublic Information Officer: 37Senate District: 68Assembly District: Not reportedSite Code: Not reportedSupervisor: THE SHERWIN WILLIAMS COMPANY (Continued) S103656420 CERCLIS-NFRAP Assessment History: 13004003.00000Person ID: 13298924.00000Contact Sequence ID: 13003858.00000Person ID: 13293066.00000Contact Sequence ID: 13003854.00000Person ID: 13287471.00000Contact Sequence ID: CERCLIS-NFRAP Site Contact Details: NFRAP-Site does not qualify for the NPL based on existing informationNon NPL Status: Not on the NPLNPL Status: Not a Federal FacilityFederal Facility: 0901693Site ID: :Following information was gathered from the prior CERCLIS update completed in 10/2013: NFRAP-Site does not qualify for the NPL based on existing informationNon NPL Status: Not on the NPLNPL: NFederal Facility: CAD098226145EPA ID: 901693Site ID: SEMS-ARCHIVE: CA WDS CA NPDES CA HIST CORTESE CA EMI US AIRS TRIS 1509 ft.CA FID UST 0.286 mi.CA HIST UST Relative: Higher Actual: 243 ft. 1/4-1/2 CA LUSTANAHEIM, CA 92807 North RCRA-SQG1210 N TUSTIN AVE 92807XRXSC1210N 81 SEMS-ARCHIVEXERXES CORP 1000439269 TC4702912.2s Page 210 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: XERXEX CORPORATIONOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: Facility is not located on Indian land. Additional information is not known.Land type: 09EPA Region: Not reportedContact email: Not reportedContact telephone: USContact country: Not reported Not reportedContact address: Not reportedContact: ANAHEIM, CA 92807 1210 NORTH TUSTIN AVENUEMailing address: CAD098226145EPA ID: ANAHEIM, CA 92807 1210 N TUSTIN AVEFacility address: XERXES CORPFacility name: 09/01/1996Date form received by agency: RCRA-SQG: NFRAP-Site does not qualify for the NPL based on existing informationPriority Level: 10/01/85Date Completed: 02/01/85Date Started: PRELIMINARY ASSESSMENTAction: Not reportedPriority Level: 10/01/85Date Completed: / /Date Started: ARCHIVE SITEAction: Not reportedPriority Level: 06/01/81Date Completed: / /Date Started: DISCOVERYAction: XERXES CORP (Continued)1000439269 TC4702912.2s Page 211 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Local Agency CaseworkerContact Type: T0605902001Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: * SolventsPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083002927TRB Case Number: ANAHEIM CITYLocal Agency: ROWCase Worker: ANAHEIM CITYLead Agency: 01/21/1997Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.8386806Longitude: 33.8594363Latitude: T0605902001Global Id: STATERegion: LUST: State Contractor/GranteeEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 05/25/1994Evaluation date: Evaluation Action Summary: No violations foundViolation Status: Large Quantity GeneratorClassification: XERXES CORPSite name: 09/15/1981Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: XERXES CORP (Continued)1000439269 TC4702912.2s Page 212 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Closure/No Further Action LetterAction: 01/21/1997Date: ENFORCEMENTAction Type: T0605902001Global Id: Leak StoppedAction: 09/17/1996Date: OtherAction Type: T0605902001Global Id: Leak DiscoveryAction: 09/17/1996Date: OtherAction Type: T0605902001Global Id: Leak ReportedAction: 09/30/1996Date: OtherAction Type: T0605902001Global Id: Regulatory Activities: 10/18/1996Status Date: Open - Site AssessmentStatus: T0605902001Global Id: 09/17/1996Status Date: Open - Site AssessmentStatus: T0605902001Global Id: 09/17/1996Status Date: Open - Case Begin DateStatus: T0605902001Global Id: 01/21/1997Status Date: Completed - Case ClosedStatus: T0605902001Global Id: Status History: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605902001Global Id: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITYOrganization Name: RICHARD O. WILSONContact Name: XERXES CORP (Continued)1000439269 TC4702912.2s Page 213 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SOIL SAMPLING FROM TANK EXCAVATION REVEALED STYRENE CONTAM. PRELIMINARY SITESummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: NOMStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.8386806Longitude: 33.8594363Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 10/29/1996Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: 10/18/1996Date Prelim Assessment Workplan Submitted: 1/21/1997Close Date: Not reportedEnforcement Date: 9/17/1996Discover Date: Not reportedDate Preliminary Assessment Began: 9/17/1996Date Confirmation of Leak Began: 10/29/1996Enter Date: 9/17/1996How Stopped Date: T0605902001Global ID: UNKLeak Source: UNKLeak Cause: Not reportedHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: SolventsSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083002927TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: XERXES CORP (Continued)1000439269 TC4702912.2s Page 214 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ANAHEIM 92807Mailing City,St,Zip: Not reportedMailing Address 2: P O BOXMailing Address: Not reportedMail To: 7146300012Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30017085Facility ID: CA FID UST: Click here for Geo Tracker PDF: Visual, Stock InventorLeak Detection: 1/4Container Construction Thickness: Not reportedType of Fuel: PRODUCTTank Used for: 00008000Tank Capacity: 1978Year Installed: 3Container Num: 003Tank Num: Visual, Stock InventorLeak Detection: 1/4Container Construction Thickness: Not reportedType of Fuel: PRODUCTTank Used for: 00008000Tank Capacity: 1978Year Installed: 2Container Num: 002Tank Num: Visual, Stock InventorLeak Detection: 1/4Container Construction Thickness: Not reportedType of Fuel: PRODUCTTank Used for: 00008000Tank Capacity: 1978Year Installed: 1Container Num: 001Tank Num: 0003Total Tanks: ANAHEIM, CA 92807Owner City,St,Zip: 1210 NO. TUSTIN AVENUEOwner Address: XERXES CORPORATIONOwner Name: 7146300012Telephone: ROLAND FRIBOURGHOUSE, GENERALContact Name: FIBERGLASS FABRICATOOther Type: OtherFacility Type: 00000000850Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0001F12C.pdfURL: 0001F12CFile Number: HIST UST: ASSESSMENT PROPOSED. KRW CONCURED WITH CLOSURE 12/18/96 XERXES CORP (Continued)1000439269 TC4702912.2s Page 215 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: ActiveActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: 2015-09-02 19:42:49Activity Status Date: 2015-07-28 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: ActiveActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: 2015-09-02 19:39:46Activity Status Date: 2015-07-28 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: US AIRS (AFS): Not reportedHPV Status: TVMAir CMS Category Code: POFFacility Type of Ownership Code: MAJDefault Air Classification Code: 325211NAICS Code: 3089Primary SIC Code: XERXES CORP- A DELAWARE CORPFacility Site Name: Not reportedD and B Number: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: CA059County Code: 09Region Code: 1000439269Envid: US AIRS (AFS): 2 additional US_TRIS: record(s) in the EDR Site Report. Click this hyperlink while viewing on your computer to access TRIS: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: XERXES CORP (Continued)1000439269 TC4702912.2s Page 216 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1987-09-29 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1987-03-11 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1986-09-16 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1985-09-09 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1984-11-06 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: XERXES CORP (Continued)1000439269 TC4702912.2s Page 217 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1992-02-24 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1991-07-30 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1990-08-23 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1989-09-20 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1988-09-30 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: XERXES CORP (Continued)1000439269 TC4702912.2s Page 218 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1997-10-30 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1996-10-08 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1995-10-25 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1993-12-14 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1993-01-27 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: XERXES CORP (Continued)1000439269 TC4702912.2s Page 219 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2004-09-08 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2004-02-09 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1999-02-26 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1998-12-22 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: XERXES CORP (Continued)1000439269 TC4702912.2s Page 220 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2007-02-08 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2006-09-05 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2006-02-20 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2005-09-13 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2005-02-27 00:00:00Activity Date: XERXES CORP (Continued)1000439269 TC4702912.2s Page 221 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2009-06-24 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2009-02-18 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2008-09-09 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2008-02-13 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2007-09-25 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: XERXES CORP (Continued)1000439269 TC4702912.2s Page 222 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2011-02-14 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2010-06-03 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2010-06-02 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2010-02-10 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2009-06-25 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: XERXES CORP (Continued)1000439269 TC4702912.2s Page 223 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2012-05-15 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2012-02-13 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2011-06-07 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2011-06-02 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: XERXES CORP (Continued)1000439269 TC4702912.2s Page 224 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2014-02-27 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2013-05-31 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2013-05-28 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2013-02-22 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2012-05-16 00:00:00Activity Date: XERXES CORP (Continued)1000439269 TC4702912.2s Page 225 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: 2015-09-02 19:39:46Activity Status Date: 2015-07-28 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: ActiveActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: 2015-09-02 19:41:58Activity Status Date: 2015-02-27 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2014-07-18 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2014-07-17 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2014-06-17 00:00:00Activity Date: State Implementation Plan for National Primary and Secondary Ambient Air Quality StandardsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: XERXES CORP (Continued)1000439269 TC4702912.2s Page 226 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2001-04-03 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2000-03-07 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1999-02-26 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 1998-12-22 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: ActiveActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: 2015-09-02 19:42:49Activity Status Date: 2015-07-28 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: XERXES CORP (Continued)1000439269 TC4702912.2s Page 227 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2003-06-26 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2002-09-30 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2002-09-03 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2002-08-20 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: XERXES CORP (Continued)1000439269 TC4702912.2s Page 228 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2005-09-13 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2005-02-27 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2004-09-08 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2004-02-09 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2003-06-27 00:00:00Activity Date: XERXES CORP (Continued)1000439269 TC4702912.2s Page 229 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2008-02-13 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2007-09-25 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2007-02-08 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2006-09-05 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2006-02-20 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: XERXES CORP (Continued)1000439269 TC4702912.2s Page 230 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2010-02-10 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2009-06-25 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2009-06-24 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2009-02-18 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2008-09-09 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: XERXES CORP (Continued)1000439269 TC4702912.2s Page 231 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2011-06-02 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2011-02-14 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2010-06-03 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2010-06-02 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: XERXES CORP (Continued)1000439269 TC4702912.2s Page 232 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2013-02-22 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2012-05-16 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2012-05-15 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2012-02-13 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2011-06-07 00:00:00Activity Date: XERXES CORP (Continued)1000439269 TC4702912.2s Page 233 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2014-07-17 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2014-06-17 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2014-02-27 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2013-05-31 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2013-05-28 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: XERXES CORP (Continued)1000439269 TC4702912.2s Page 234 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3089SIC Code: SCAir District Name: 70021Facility ID: SCAir Basin: 30County Code: 1995Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 78Reactive Organic Gases Tons/Yr: 109Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3089SIC Code: SCAir District Name: 70021Facility ID: SCAir Basin: 30County Code: 1990Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 91Reactive Organic Gases Tons/Yr: 138Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3089SIC Code: SCAir District Name: 25562Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: Not reportedActivity Status: Inspection/EvaluationActivity Type: Compliance MonitoringActivity Group: Not reportedActivity Status Date: 2014-07-18 00:00:00Activity Date: Title V PermitsAir Program: MAJDefault Air Classification Code: OPRAir Operating Status Code: 110000481103Facility Registry ID: AIR CASCA0000605900101Programmatic ID: 09Region Code: XERXES CORP (Continued)1000439269 TC4702912.2s Page 235 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 165Reactive Organic Gases Tons/Yr: 228Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3089SIC Code: SCAir District Name: 70021Facility ID: SCAir Basin: 30County Code: 1999Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 100Reactive Organic Gases Tons/Yr: 138Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3089SIC Code: SCAir District Name: 70021Facility ID: SCAir Basin: 30County Code: 1998Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 165Reactive Organic Gases Tons/Yr: 228Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3089SIC Code: SCAir District Name: 70021Facility ID: SCAir Basin: 30County Code: 1997Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 84Reactive Organic Gases Tons/Yr: 86Total Organic Hydrocarbon Gases Tons/Yr: XERXES CORP (Continued)1000439269 TC4702912.2s Page 236 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 70021Facility ID: SCAir Basin: 30County Code: 2011Year: 1.1396771999999999Part. Matter 10 Micrometers and Smllr Tons/Yr: 1.52308Particulate Matter Tons/Yr: 7.7999999999999999E-4SOX - Oxides of Sulphur Tons/Yr: 0.16965NOX - Oxides of Nitrogen Tons/Yr: 4.5670000000000002E-2Carbon Monoxide Emissions Tons/Yr: 83.879260000000002Reactive Organic Gases Tons/Yr: 88.628703433191504Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2821SIC Code: SCAir District Name: 70021Facility ID: SCAir Basin: 30County Code: 2010Year: 1.2332000000000001Part. Matter 10 Micrometers and Smllr Tons/Yr: 1.3500000000000001Particulate Matter Tons/Yr: 8.5199999999999998E-3SOX - Oxides of Sulphur Tons/Yr: 1.8400000000000001NOX - Oxides of Nitrogen Tons/Yr: 0.48999999999999999Carbon Monoxide Emissions Tons/Yr: 67.985296000000005Reactive Organic Gases Tons/Yr: 71.287347723523894Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2821SIC Code: SCAir District Name: 70021Facility ID: SCAir Basin: 30County Code: 2009Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 165Reactive Organic Gases Tons/Yr: 228Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3089SIC Code: SCAir District Name: 70021Facility ID: SCAir Basin: 30County Code: 2000Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: XERXES CORP (Continued)1000439269 TC4702912.2s Page 237 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Peter McDonnellOPERATOR CONTACT NAME: 55431OPERATOR ZIP: MinnesotaOPERATOR STATE: MinneapolisOPERATOR CITY: 7901 Xerxes Ave SOPERATOR ADDRESS: Xerxes CorpOPERATOR NAME: rudy.tapia@xerxes.comFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 714-630-0012FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Rudy TapiaFACILITY CONTACT NAME: 52PLACE SIZE UNIT: 6PLACE SIZE: 3/27/1992STATUS DATE: ActiveSTATUS CODE NAME: 3/27/1992PROCESSED DATE: 5/9/2008RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 8 30I001499WDID: Not reportedPlace Id: IndustrialRegulatory Measure Type: Not reportedOrder No: 208211Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: NPDES: 083002927TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: 1.1933513Part. Matter 10 Micrometers and Smllr Tons/Yr: 1.59544Particulate Matter Tons/Yr: 0.0009SOX - Oxides of Sulphur Tons/Yr: 0.195NOX - Oxides of Nitrogen Tons/Yr: 0.0525Carbon Monoxide Emissions Tons/Yr: 83.62593Reactive Organic Gases Tons/Yr: 87.823055522Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 2821SIC Code: SCAir District Name: XERXES CORP (Continued)1000439269 TC4702912.2s Page 238 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation F006. Waste code: LEAD. Waste name: D008. Waste code: CHROMIUM. Waste name: D007. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: Large Quantity GeneratorClassification: UNITED CUSTOM POLISHING AND PLATINGSite name: 02/29/2008Date form received by agency: Historical Generators: SPENT CYANIDE PLATING BATH SOLUTIONS FROM ELECTROPLATING OPERATIONS.. Waste name: F007. Waste code: ALUMINUM. PLATING ON CARBON STEEL; AND (6) CHEMICAL ETCHING AND MILLING OF STEEL; (5) CLEANING/STRIPPING ASSOCIATED WITH TIN, ZINC, AND ALUMINUM ON CARBON STEEL; (4) ALUMINUM OR ZINC-ALUMINUM PLATING ON CARBON (2) TIN PLATING ON CARBON STEEL; (3) ZINC PLATING (SEGREGATED BASIS) FROM THE FOLLOWING PROCESSES: (1) SULFURIC ACID ANODIZING OF ALUMINUM; WASTEWATER TREATMENT SLUDGES FROM ELECTROPLATING OPERATIONS, EXCEPT. Waste name: F006. Waste code: CHROMIUM. Waste name: D007. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: 352. Waste name: 352. Waste code: 181. Waste name: 181. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: PRECISION CHROME PLATING LLC (Continued) 1000819227 TC4702912.2s Page 243 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NONE SPECIFIEDAPN: -117.8443Longitude: 33.85746Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: Not reportedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: Not reportedSite Code: Not reportedStatus Date: Inactive - Needs EvaluationStatus: 71003384Facility ID: ENVIROSTOR: StateEvaluation lead agency: Not reportedDate achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 02/20/2008Evaluation date: Evaluation Action Summary: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: Not reported Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: Not reported Enforcement action date: Not reported Enforcement action: StateViolation lead agency: Not reportedDate achieved compliance: 02/20/2008Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Facility Has Received Notices of Violations: Small Quantity GeneratorClassification: UNITED CUSTOM PRINTINGSite name: 11/09/1992Date form received by agency: ALUMINUM. PLATING ON CARBON STEEL; AND (6) CHEMICAL ETCHING AND MILLING OF STEEL; (5) CLEANING/STRIPPING ASSOCIATED WITH TIN, ZINC, AND ALUMINUM ON CARBON STEEL; (4) ALUMINUM OR ZINC-ALUMINUM PLATING ON CARBON (2) TIN PLATING ON CARBON STEEL; (3) ZINC PLATING (SEGREGATED BASIS) FROM THE FOLLOWING PROCESSES: (1) SULFURIC ACID ANODIZING OF ALUMINUM; WASTEWATER TREATMENT SLUDGES FROM ELECTROPLATING OPERATIONS, EXCEPT. Waste name: PRECISION CHROME PLATING LLC (Continued) 1000819227 TC4702912.2s Page 244 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 68454Facility ID: SCAir Basin: 30County Code: 1990Year: EMI: STATE MASTER Environmental Interest/Information System 110055773024Registry ID: HAZARDOUS WASTE BIENNIAL REPORTER corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002887047Registry ID: FINDS: Not reportedSchedule Revised Date: 06/18/2014Schedule Due Date: Phase 1Schedule Document Type: Not reportedSchedule Sub Area Name: PROJECT WIDESchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 03/05/2014Completed Date: Phase 1Completed Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 01/31/2001Completed Date: Phase 1 Non-SubmittalCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 71003384Alias Name: EPA Identification NumberAlias Type: CAL000180893Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: PRECISION CHROME PLATING LLC (Continued) 1000819227 TC4702912.2s Page 245 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedNpdes Number: NPDES: Not reportedFacility County: Include On-Site Treatment And/Or Stabilization) Landfill Or Surface Impoundment That Will Be Closed As Landfill( ToMethod Decode: Not reportedCat Decode: 4Tons: Include On-Site Treatment And/Or Stabilization) Landfill Or Surface Impoundment That Will Be Closed As Landfill( ToDisposal Method: Not reportedWaste Category: 99TSD County: NVT330010000TSD EPA ID: OrangeGen County: ANAHEIM, CA 92806Mailing City,St,Zip: 1179 N FOUNTAIN WAYMailing Address: Not reportedMailing Name: 7146328150Telephone: JOSE LUCIOContact: CAL000385094GEPAID: 2013Year: 1000819227envid: OrangeFacility County: Include On-Site Treatment And/Or Stabilization) Landfill Or Surface Impoundment That Will Be Closed As Landfill( ToMethod Decode: Other inorganic solid wasteCat Decode: 1.65Tons: Include On-Site Treatment And/Or Stabilization) Landfill Or Surface Impoundment That Will Be Closed As Landfill( ToDisposal Method: Other inorganic solid wasteWaste Category: 99TSD County: NVT330010000TSD EPA ID: OrangeGen County: ANAHEIM, CA 92806Mailing City,St,Zip: 1179 N FOUNTAIN WAYMailing Address: Not reportedMailing Name: 7146328150Telephone: JOSE LUCIOContact: CAL000385094GEPAID: 2014Year: 1000819227envid: HAZNET: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5169SIC Code: SCAir District Name: PRECISION CHROME PLATING LLC (Continued) 1000819227 TC4702912.2s Page 246 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: 714-630-7114EMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: CaliforniaDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Private BusinessOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-630-7114OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Tony MartinezOPERATOR CONTACT NAME: 92806OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: 1179 N Fountain WayOPERATOR ADDRESS: United Custom Polishing PlatingOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 714-630-7114FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Tony MartinezFACILITY CONTACT NAME: 53PLACE SIZE UNIT: 6500PLACE SIZE: 5/16/2011STATUS DATE: TerminatedSTATUS CODE NAME: 7/18/2001PROCESSED DATE: 5/9/2008RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: 4/29/2011Termination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 8 30I016647WDID: Not reportedPlace Id: IndustrialRegulatory Measure Type: Not reportedOrder No: 209068Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: PRECISION CHROME PLATING LLC (Continued)1000819227 TC4702912.2s Page 247 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Level. A Zero (0) may be used to code those NURDS that are found to considered a minor threat to water quality unless coded at a higher to a major or minor threat. Not: All nurds without a TTWQ will be should cause a relatively minor impairment of beneficial uses compared Minor Threat to Water Quality. A violation of a regional board orderTreat To Water: Not reportedPOTW: Not reportedReclamation: 0Baseline Flow: 0Design Flow: Not reportedSecondary Waste Type: Not reportedSecondary Waste: Not reportedPrimary Waste Type: Not reportedWaste2: Not reportedWaste Type2: Not reportedPrimary Waste: Not reportedPrimary Waste Type: Not reportedSIC Code 2: 0SIC Code: PrivateAgency Type: 7146307114Agency Telephone: TONY MARTINEZAgency Contact: ANAHEIM 92806Agency City,St,Zip: 1179 N FOUNTAIN WAYAgency Address: UNITED CUSTOM POLISHING PLATINAgency Name: TONY MARTINEZFacility Contact: 7146307114Facility Telephone: 8Subregion: are assigned by the Regional Board CAS000001 The 1st 2 characters designate the state. The remaining 7NPDES Number: under Waste Discharge Requirements. Active - Any facility with a continuous or seasonal discharge that isFacility Status: pumping. repairing, oil production, storage and disposal operations, water washing, geothermal operations, air conditioning, ship building and processing operation of whatever nature, including mining, gravel semisolid wastes from any servicing, producing, manufacturing or Industrial - Facility that treats and/or disposes of liquid orFacility Type: Santa Ana River 30I016647Facility ID: WDS: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: 3471-Electroplating, Plating, Polishing, Anodizing, and ColoringPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: StreamRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: PRECISION CHROME PLATING LLC (Continued) 1000819227 TC4702912.2s Page 248 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002887047DFR URL: 110002887047Registry ID: 1000819227Envid: http://echo.epa.gov/detailed_facility_report?fid=110055773024DFR URL: 110055773024Registry ID: 1000819227Envid: ECHO: dairy waste ponds. dischargers having waste storage systems with land disposal such as disposal systems, such as septic systems with subsurface disposal, or management practices, facilities with passive waste treatment and cooling water dischargers or thosewho must comply through best Category C - Facilities having no waste treatment systems, such asComplexity: represent no threat to water quality. PRECISION CHROME PLATING LLC (Continued) 1000819227 Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 71003107Alias Name: EPA Identification NumberAlias Type: CAD982512824Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.8347Longitude: 33.86026Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: Not reportedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: Not reportedSite Code: Not reportedStatus Date: Inactive - Needs EvaluationStatus: 71003107Facility ID: ENVIROSTOR: 1568 ft. Site 6 of 6 in cluster P 0.297 mi. Relative: Higher Actual: 246 ft. 1/4-1/2 CA WDSANAHEIM, CA 92807 NNE CA NPDES3845 E. CORONADO STREET N/A P83 CA ENVIROSTORSEAGATE RECORDING MEDIA S106800840 TC4702912.2s Page 249 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDEVELOPER NAME: Private BusinessOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-666-2266OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: TONY GarciaOPERATOR CONTACT NAME: 92817OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: PO Box 68057OPERATOR ADDRESS: Crest National Optical MediaOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 7146662266FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: TONY GarciaFACILITY CONTACT NAME: 53PLACE SIZE UNIT: 120000PLACE SIZE: 11/5/2004STATUS DATE: ActiveSTATUS CODE NAME: 11/5/2004PROCESSED DATE: 5/9/2008RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 8 30I019117WDID: Not reportedPlace Id: IndustrialRegulatory Measure Type: Not reportedOrder No: 209236Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: NPDES: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: SEAGATE RECORDING MEDIA (Continued)S106800840 TC4702912.2s Page 250 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSIC Code 2: 3695SIC Code: PrivateAgency Type: 7146662266Agency Telephone: Tony GarciaAgency Contact: Anaheim 92817Agency City,St,Zip: PO Box 68057Agency Address: CREST NATIONAL OPTICAL MEDIAAgency Name: Tony GarciaFacility Contact: 7146662266Facility Telephone: 8Subregion: are assigned by the Regional Board CAS000001 The 1st 2 characters designate the state. The remaining 7NPDES Number: under Waste Discharge Requirements. Active - Any facility with a continuous or seasonal discharge that isFacility Status: pumping. repairing, oil production, storage and disposal operations, water washing, geothermal operations, air conditioning, ship building and processing operation of whatever nature, including mining, gravel semisolid wastes from any servicing, producing, manufacturing or Industrial - Facility that treats and/or disposes of liquid orFacility Type: Santa Ana River 30I019117Facility ID: WDS: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: 3695-Magnetic and Optical Recording MediaPRIMARY SIC: 20-OCT-04CERTIFICATION DATE: EngrCERTIFIER TITLE: Tony GarciaCERTIFIER NAME: OceanRECEIVING WATER NAME: YDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: 714-666-2266EMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: CaliforniaDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: SEAGATE RECORDING MEDIA (Continued) S106800840 TC4702912.2s Page 251 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation dairy waste ponds. dischargers having waste storage systems with land disposal such as disposal systems, such as septic systems with subsurface disposal, or management practices, facilities with passive waste treatment and cooling water dischargers or thosewho must comply through best Category C - Facilities having no waste treatment systems, such asComplexity: represent no threat to water quality. Level. A Zero (0) may be used to code those NURDS that are found to considered a minor threat to water quality unless coded at a higher to a major or minor threat. Not: All nurds without a TTWQ will be should cause a relatively minor impairment of beneficial uses compared Minor Threat to Water Quality. A violation of a regional board orderTreat To Water: Not reportedPOTW: Not reportedReclamation: 0Baseline Flow: 0Design Flow: Not reportedSecondary Waste Type: Not reportedSecondary Waste: Not reportedPrimary Waste Type: Not reportedWaste2: Not reportedWaste Type2: Not reportedPrimary Waste: Not reportedPrimary Waste Type: SEAGATE RECORDING MEDIA (Continued) S106800840 CAR000011858Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.8449Longitude: 33.85120Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: Not reportedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: Not reportedSite Code: Not reportedStatus Date: Inactive - Needs EvaluationStatus: 71003450Facility ID: ENVIROSTOR: 1798 ft. 0.341 mi. Relative: Lower Actual: 231 ft. 1/4-1/2 ANAHEIM, CA 92806 West 3400 E. LA PALMA AVENUE N/A 84 CA ENVIROSTORDISC MANUFACTURING, INC.S103654001 TC4702912.2s Page 252 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 71003450Alias Name: EPA Identification NumberAlias Type: DISC MANUFACTURING, INC. (Continued) S103654001 Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 1/31/1995Close Date: Not reportedEnforcement Date: 5/14/1993Discover Date: Not reportedDate Preliminary Assessment Began: 5/21/1993Date Confirmation of Leak Began: 6/22/1993Enter Date: Not reportedHow Stopped Date: T0605901652Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: CLOSEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083002263TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 1930 ft. Site 1 of 2 in cluster Q 0.366 mi.CA HIST CORTESE Relative: Higher Actual: 248 ft. 1/4-1/2 CA FID USTANAHEIM, CA 92807 NE CA SWEEPS UST3923 E CORONADO ST N/A Q85 CA LUSTPACIFIC BELL (CA360/ANHMCA2D)1000250061 TC4702912.2s Page 253 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedActive Date: 10000Capacity: Not reportedTank Status: 30-011-002164-000002SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-031914Board Of Equalization: Not reportedNumber: 2164Comp Number: Not reportedStatus: 2Number Of Tanks: REG UNLEADEDContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 20000Capacity: Not reportedTank Status: 30-011-002164-000001SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-031914Board Of Equalization: Not reportedNumber: 2164Comp Number: Not reportedStatus: SWEEPS UST: DIESEL ALSOSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: UNKStaff Initials: RSStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.8334964Longitude: 33.8593533Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 6/22/1993Enter Date: PACIFIC BELL (CA360/ANHMCA2D) (Continued)1000250061 TC4702912.2s Page 254 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92807Mailing City,St,Zip: Not reportedMailing Address 2: 3923 E CORONADO STMailing Address: Not reportedMail To: 7145551212Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30001388Facility ID: CA FID UST: Not reportedNumber Of Tanks: DIESELContent: PSTG: M.V. FUELTank Use: 02-10-94Active Date: 10000Capacity: ATank Status: 30-011-002164-000004SWRCB Tank Id: 2502Owner Tank Id: 12-31-88Created Date: 05-24-94Action Date: 02-10-94Referral Date: 44-031914Board Of Equalization: 1Number: 2164Comp Number: ActiveStatus: 2Number Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: 02-10-94Active Date: 20000Capacity: ATank Status: 30-011-002164-000003SWRCB Tank Id: 2503Owner Tank Id: 12-31-88Created Date: 05-24-94Action Date: 02-10-94Referral Date: 44-031914Board Of Equalization: 1Number: 2164Comp Number: ActiveStatus: Not reportedNumber Of Tanks: DIESELContent: PRODUCTSTG: M.V. FUELTank Use: PACIFIC BELL (CA360/ANHMCA2D) (Continued)1000250061 TC4702912.2s Page 255 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083002263TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: PACIFIC BELL (CA360/ANHMCA2D) (Continued) 1000250061 T0605901514Global Id: 09/21/2009Status Date: Completed - Case ClosedStatus: T0605901514Global Id: Status History: 9517824903Phone Number: vjahn-bull@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: VALERIE JAHN-BULLContact Name: Regional Board CaseworkerContact Type: T0605901514Global Id: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITYOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605901514Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: Aquifer used for drinking water supplyPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083002031TRB Case Number: ANAHEIM CITYLocal Agency: ROWCase Worker: ANAHEIM CITYLead Agency: 09/21/2009Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.835708Longitude: 33.847191Latitude: T0605901514Global Id: STATERegion: LUST: 2045 ft. Site 1 of 2 in cluster R 0.387 mi. Relative: Higher Actual: 242 ft. 1/4-1/2 ANAHEIM, CA 92807 SSE CA Orange Co. Industrial Site3901 E RIVERDALE AVE N/A R86 CA LUSTBILAL KHATIB (ARCO # 6079)U001578837 TC4702912.2s Page 256 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 12/15/1999Date: REMEDIATIONAction Type: T0605901514Global Id: Leak DiscoveryAction: 08/15/1991Date: OtherAction Type: T0605901514Global Id: Leak ReportedAction: 03/02/1992Date: OtherAction Type: T0605901514Global Id: Regulatory Activities: 03/27/2009Status Date: Open - Verification MonitoringStatus: T0605901514Global Id: 12/08/2005Status Date: Open - Verification MonitoringStatus: T0605901514Global Id: 10/31/2003Status Date: Open - Verification MonitoringStatus: T0605901514Global Id: 05/23/2003Status Date: Open - Verification MonitoringStatus: T0605901514Global Id: 02/13/2003Status Date: Open - Verification MonitoringStatus: T0605901514Global Id: 11/04/2002Status Date: Open - Verification MonitoringStatus: T0605901514Global Id: 12/14/1994Status Date: Open - Site AssessmentStatus: T0605901514Global Id: 02/12/1992Status Date: Open - Site AssessmentStatus: T0605901514Global Id: 08/15/1991Status Date: Open - Site AssessmentStatus: T0605901514Global Id: 07/27/1995Status Date: Open - RemediationStatus: T0605901514Global Id: 08/15/1991Status Date: Open - Case Begin DateStatus: BILAL KHATIB (ARCO # 6079) (Continued) U001578837 TC4702912.2s Page 257 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WASTE (OR SLOP) OILReleased Chemical: Closed pre 1994, file review required to determine closure typeClosure Type: CLOSED 9/21/1992Current Status: RO0000391Record ID: 92IC043Case ID: Orange Co. Industrial Site: Closure/No Further Action LetterAction: 09/21/2009Date: ENFORCEMENTAction Type: T0605901514Global Id: Soil Vapor Extraction (SVE)Action: BILAL KHATIB (ARCO # 6079) (Continued) U001578837 Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: =GW Qualifies: 4/13/1992Enter Date: 10/31/2003Date Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: 7/27/1995Date Remediation Plan Submitted: 12/14/1994Date Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: Not reportedClose Date: Not reportedEnforcement Date: 8/15/1991Discover Date: 2/12/1992Date Preliminary Assessment Began: 8/15/1991Date Confirmation of Leak Began: 4/13/1992Enter Date: Not reportedHow Stopped Date: T0605901514Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: Not reportedEnf Type: TUSTINCross Street: Not reportedAbate Method: Not reportedQty Leaked: GasolineSubstance: Aquifer affectedCase Type: Not reportedLocal Case Num: 083002031TCase Number: Post remedial action monitoringFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 2045 ft. Site 2 of 2 in cluster R 0.387 mi. Relative: Higher Actual: 242 ft. 1/4-1/2 CA HIST CORTESEANAHEIM, CA 92807 SSE CA SWEEPS UST3901 N/A R87 CA LUSTARCO #6079 S104749768 TC4702912.2s Page 258 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedNumber Of Tanks: REG UNLEADEDContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 6000Capacity: Not reportedTank Status: 30-011-003415-000003SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-000506Board Of Equalization: Not reportedNumber: 3415Comp Number: Not reportedStatus: 5Number Of Tanks: PRM UNLEADEDContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 6000Capacity: Not reportedTank Status: 30-011-003415-000001SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-000506Board Of Equalization: Not reportedNumber: 3415Comp Number: Not reportedStatus: SWEEPS UST: FOUR MONITORING WELL REVEALED LOW LEVEL CONTAMINATION.Summary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: SWStaff Initials: VJJStaff: CMTBE Class: MTBE Detected. Site tested for MTBE & MTBE detectedMTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 2MTBE Concentration: 110000Max MTBE GW: 3/2/1999MTBE Date: -117.8354783Longitude: 33.8471636Latitude: LUSTOversite Program: Not reportedInterim: ARCO #6079 (Continued)S104749768 TC4702912.2s Page 259 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 05-09-94Action Date: 02-25-92Referral Date: 44-000506Board Of Equalization: 1Number: 3415Comp Number: ActiveStatus: Not reportedNumber Of Tanks: WASTE OILContent: WASTESTG: OILTank Use: Not reportedActive Date: 550Capacity: Not reportedTank Status: 30-011-003415-000006SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-000506Board Of Equalization: Not reportedNumber: 3415Comp Number: Not reportedStatus: Not reportedNumber Of Tanks: LEADEDContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 6000Capacity: Not reportedTank Status: 30-011-003415-000005SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-000506Board Of Equalization: Not reportedNumber: 3415Comp Number: Not reportedStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 6000Capacity: Not reportedTank Status: 30-011-003415-000004SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-000506Board Of Equalization: Not reportedNumber: 3415Comp Number: Not reportedStatus: ARCO #6079 (Continued)S104749768 TC4702912.2s Page 260 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 02-25-92Active Date: 10000Capacity: ATank Status: 30-011-003415-000010SWRCB Tank Id: 4Owner Tank Id: 12-31-88Created Date: 05-09-94Action Date: 02-25-92Referral Date: 44-000506Board Of Equalization: 1Number: 3415Comp Number: ActiveStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: 02-25-92Active Date: 10000Capacity: ATank Status: 30-011-003415-000009SWRCB Tank Id: 3Owner Tank Id: 12-31-88Created Date: 05-09-94Action Date: 02-25-92Referral Date: 44-000506Board Of Equalization: 1Number: 3415Comp Number: ActiveStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: 02-25-92Active Date: 10000Capacity: ATank Status: 30-011-003415-000008SWRCB Tank Id: 2Owner Tank Id: 12-31-88Created Date: 05-09-94Action Date: 02-25-92Referral Date: 44-000506Board Of Equalization: 1Number: 3415Comp Number: ActiveStatus: 5Number Of Tanks: PRM UNLEADEDContent: PSTG: M.V. FUELTank Use: 02-25-92Active Date: 10000Capacity: ATank Status: 30-011-003415-000007SWRCB Tank Id: 1Owner Tank Id: 12-31-88Created Date: ARCO #6079 (Continued)S104749768 TC4702912.2s Page 261 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083002031TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: Not reportedNumber Of Tanks: WASTE OILContent: WSTG: OILTank Use: 02-25-92Active Date: 550Capacity: ATank Status: 30-011-003415-000011SWRCB Tank Id: 5Owner Tank Id: 12-31-88Created Date: 05-09-94Action Date: 02-25-92Referral Date: 44-000506Board Of Equalization: 1Number: 3415Comp Number: ActiveStatus: Not reportedNumber Of Tanks: PRM UNLEADEDContent: PSTG: M.V. FUELTank Use: ARCO #6079 (Continued)S104749768 RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605901652Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083002263TRB Case Number: ANAHEIM CITYLocal Agency: RMCase Worker: ANAHEIM CITYLead Agency: 01/31/1995Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.8334964Longitude: 33.8593533Latitude: T0605901652Global Id: STATERegion: LUST: 2050 ft. Site 2 of 2 in cluster Q 0.388 mi. Relative: Higher Actual: 248 ft. 1/4-1/2 ANAHEIM, CA 92806 NE 3923 E CORONADO ST N/A Q88 CA LUSTPACIFIC BELL S109429799 TC4702912.2s Page 262 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Closure/No Further Action LetterAction: 01/31/1995Date: ENFORCEMENTAction Type: T0605901652Global Id: Leak DiscoveryAction: 05/14/1993Date: OtherAction Type: T0605901652Global Id: Leak ReportedAction: 05/21/1993Date: OtherAction Type: T0605901652Global Id: Closure/No Further Action LetterAction: 01/31/1995Date: ENFORCEMENTAction Type: T0605901652Global Id: Regulatory Activities: 05/21/1993Status Date: Open - Site AssessmentStatus: T0605901652Global Id: 05/14/1993Status Date: Open - Case Begin DateStatus: T0605901652Global Id: 01/31/1995Status Date: Completed - Case ClosedStatus: T0605901652Global Id: Status History: 9513206375Phone Number: rscott@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: ROSE SCOTTContact Name: Regional Board CaseworkerContact Type: T0605901652Global Id: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITYOrganization Name: PACIFIC BELL (Continued)S109429799 TC4702912.2s Page 263 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: MIKE DOYLE AND STEVE ONDERDONKOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: Facility is not located on Indian land. Additional information is not known.Land type: 09EPA Region: Not reportedContact email: Not reportedContact telephone: USContact country: Not reported Not reportedContact address: Not reportedContact: CAD084162577EPA ID: ANAHEIM, CA 92806 3360 EAST LA PALMA AVEFacility address: ECONOLITE CONTROL PRODUCTS INCFacility name: 09/01/1996Date form received by agency: RCRA-SQG: 2259 ft. 0.428 mi.CA HAZNET Relative: Lower Actual: 229 ft. 1/4-1/2 CA EMIANAHEIM, CA 92806 West CA SLIC3360 EAST LA PALMA AVE CAD084162577 89 RCRA-SQGECONOLITE CONTROL PRODUCTS INC 1000318300 TC4702912.2s Page 264 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0SOX - Oxides of Sulphur Tons/Yr: 1NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 7Reactive Organic Gases Tons/Yr: 17Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3679SIC Code: SCAir District Name: 11184Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: Click here to access the California GeoTracker records for this facility: Not reportedSite History: Other Chlorinated Hydrocarbons, Tetrachloroethylene (PCE)Potential Contaminants of Concern: Not reportedPotential Media Affected: Local AgencyFile Location: Not reportedRB Case Number: Not reportedLocal Agency: Not reportedCase Worker: Cleanup Program SiteCase Type: -117.816075Longitude: 33.859465Latitude: 98IC013Lead Agency Case Number: ORANGE COUNTYLead Agency: SLT8R2033980Global Id: 12/09/1998Status Date: Completed - Case ClosedFacility Status: STATERegion: SLIC: State Contractor/GranteeEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 09/30/1994Evaluation date: Evaluation Action Summary: No violations foundViolation Status: Large Quantity GeneratorClassification: ECONOLITE CONTROL PRODUCTS INCSite name: 08/18/1980Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: ECONOLITE CONTROL PRODUCTS INC (Continued) 1000318300 TC4702912.2s Page 265 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SCAir Basin: 30County Code: 1996Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 10Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3679SIC Code: SCAir District Name: 11184Facility ID: SCAir Basin: 30County Code: 1995Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 10Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3679SIC Code: SCAir District Name: 11184Facility ID: SCAir Basin: 30County Code: 1993Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 6Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3679SIC Code: SCAir District Name: 11184Facility ID: SCAir Basin: 30County Code: 1990Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: ECONOLITE CONTROL PRODUCTS INC (Continued)1000318300 TC4702912.2s Page 266 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3679SIC Code: SCAir District Name: 11184Facility ID: SCAir Basin: 30County Code: 1999Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3679SIC Code: SCAir District Name: 11184Facility ID: SCAir Basin: 30County Code: 1998Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3679SIC Code: SCAir District Name: 11184Facility ID: SCAir Basin: 30County Code: 1997Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 1NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 4Reactive Organic Gases Tons/Yr: 7Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3679SIC Code: SCAir District Name: 11184Facility ID: ECONOLITE CONTROL PRODUCTS INC (Continued)1000318300 TC4702912.2s Page 267 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation .06169Particulate Matter Tons/Yr: .00161SOX - Oxides of Sulphur Tons/Yr: .34NOX - Oxides of Nitrogen Tons/Yr: .09Carbon Monoxide Emissions Tons/Yr: .40974Reactive Organic Gases Tons/Yr: .4501713109606820452Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3669SIC Code: SCAir District Name: 11184Facility ID: SCAir Basin: 30County Code: 2008Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3679SIC Code: SCAir District Name: 11184Facility ID: SCAir Basin: 30County Code: 2001Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3679SIC Code: SCAir District Name: 11184Facility ID: SCAir Basin: 30County Code: 2000Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: ECONOLITE CONTROL PRODUCTS INC (Continued)1000318300 TC4702912.2s Page 268 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedFacility County: Fuel Blending Prior To Energy Recovery At Another SiteMethod Decode: Not reportedCat Decode: 0.216Tons: Fuel Blending Prior To Energy Recovery At Another SiteDisposal Method: Not reportedWaste Category: Los AngelesTSD County: CAD008252405TSD EPA ID: OrangeGen County: ANAHEIM, CA 928062814Mailing City,St,Zip: 3360 E LA PALMA AVEMailing Address: Not reportedMailing Name: 7146303700Telephone: PETE SALAS/GEN. MAINT. SUPR.Contact: CAD084162577GEPAID: 2013Year: 1000318300envid: OrangeFacility County: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryMethod Decode: Off-specification, aged or surplus inorganicsCat Decode: 0.3Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Off-specification, aged or surplus inorganicsWaste Category: San BernardinoTSD County: CAD982444481TSD EPA ID: OrangeGen County: ANAHEIM, CA 928062814Mailing City,St,Zip: 3360 E LA PALMA AVEMailing Address: Not reportedMailing Name: 7145755510Telephone: JERRY WRIGHTContact: CAD084162577GEPAID: 2014Year: 1000318300envid: HAZNET: 0.01432Part. Matter 10 Micrometers and Smllr Tons/Yr: 0.01432Particulate Matter Tons/Yr: 0.00114SOX - Oxides of Sulphur Tons/Yr: 0.2483NOX - Oxides of Nitrogen Tons/Yr: 0.06685Carbon Monoxide Emissions Tons/Yr: 1.48228Reactive Organic Gases Tons/Yr: 1.9666663232Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3669SIC Code: SCAir District Name: 11184Facility ID: SCAir Basin: 30County Code: 2012Year: .0590224Part. Matter 10 Micrometers and Smllr Tons/Yr: ECONOLITE CONTROL PRODUCTS INC (Continued)1000318300 TC4702912.2s Page 269 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryMethod Decode: Not reportedCat Decode: 0.85485Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Not reportedWaste Category: San BernardinoTSD County: CAD982444481TSD EPA ID: OrangeGen County: ANAHEIM, CA 928062814Mailing City,St,Zip: 3360 E LA PALMA AVEMailing Address: Not reportedMailing Name: 7146303700Telephone: PETE SALAS/GEN. MAINT. SUPR.Contact: CAD084162577GEPAID: 2013Year: 1000318300envid: Not reportedFacility County: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryMethod Decode: Not reportedCat Decode: 0.035Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Not reportedWaste Category: San BernardinoTSD County: CAD982444481TSD EPA ID: OrangeGen County: ANAHEIM, CA 928062814Mailing City,St,Zip: 3360 E LA PALMA AVEMailing Address: Not reportedMailing Name: 7146303700Telephone: PETE SALAS/GEN. MAINT. SUPR.Contact: CAD084162577GEPAID: 2013Year: 1000318300envid: Not reportedFacility County: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryMethod Decode: Not reportedCat Decode: 1.5Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Not reportedWaste Category: San BernardinoTSD County: CAD982444481TSD EPA ID: OrangeGen County: ANAHEIM, CA 928062814Mailing City,St,Zip: 3360 E LA PALMA AVEMailing Address: Not reportedMailing Name: 7146303700Telephone: PETE SALAS/GEN. MAINT. SUPR.Contact: CAD084162577GEPAID: 2013Year: 1000318300envid: ECONOLITE CONTROL PRODUCTS INC (Continued) 1000318300 TC4702912.2s Page 270 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 137 additional CA_HAZNET: record(s) in the EDR Site Report. Click this hyperlink while viewing on your computer to access Not reportedFacility County: (H010-H129) Or (H131-H135) ECONOLITE CONTROL PRODUCTS INC (Continued) 1000318300 ANAHEIM, CA 92806 N GROVE STOwner/operator address: ROBERT MACULSAYOwner/operator name: Not reportedOwner/Op end date: 07/05/1993Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: Not reportedOwner/operator country: ANAHEIM, CA 92806 N GROVE STOwner/operator address: MICHAEL GIERUTOwner/operator name: Owner/Operator Summary: 100 kg of that material at any time hazardous waste during any calendar month, and accumulates more than from the cleanup of a spill, into or on any land or water, of acutely of any residue or contaminated soil, waste or other debris resulting kg of acutely hazardous waste at any time; or generates 100 kg or less hazardous waste during any calendar month, and accumulates more than 1 waste during any calendar month; or generates 1 kg or less of acutely cleanup of a spill, into or on any land or water, of acutely hazardous residue or contaminated soil, waste or other debris resulting from the during any calendar month; or generates more than 100 kg of any calendar month; or generates more than 1 kg of acutely hazardous waste Handler: generates 1,000 kg or more of hazardous waste during anyDescription: Large Quantity GeneratorClassification: PrivateLand type: 09EPA Region: MIKE@STAINLESSMICROPOLISH.COMContact email: (714) 632-8903Contact telephone: Not reportedContact country: ANAHEIM, CA 92806 N GROVE STContact address: MICHAEL J GIERVTContact: ANAHEIM, CA 92806 N GROVE STMailing address: CAD096882865EPA ID: ANAHEIM, CA 92806 1286 N GROVE STFacility address: STAINLESS MICRO-POLISH INCFacility name: 03/01/2014Date form received by agency: RCRA-LQG: ECHO 2340 ft.CA WDS 0.443 mi.CA NPDES Relative: Lower Actual: 237 ft. 1/4-1/2 FINDSANAHEIM, CA 92806 NNW CA ENVIROSTOR1286 N. GROVE ST CAD096882865 90 RCRA-LQGSTAINLESS MICRO POLISH INCORPORATED 1000257900 TC4702912.2s Page 271 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CORROSIVE WASTE. Waste name: D002. Waste code: 792. Waste name: 792. Waste code: Large Quantity GeneratorClassification: STAINLESS MICRO-POLISH, INCSite name: 02/26/2010Date form received by agency: CORROSIVE WASTE. Waste name: D002. Waste code: 792. Waste name: 792. Waste code: Large Quantity GeneratorClassification: STAINLESS MICRO-POLISH, INCSite name: 11/01/2012Date form received by agency: Historical Generators: CORROSIVE WASTE. Waste name: D002. Waste code: NoGenerated waste on-site: YesAccumulated waste on-site: LampsWaste type: NoGenerated waste on-site: YesAccumulated waste on-site: BatteriesWaste type: Universal Waste Summary: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 04/02/1978Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: Not reportedOwner/operator country: STAINLESS MICRO POLISH INCORPORATED (Continued) 1000257900 TC4702912.2s Page 272 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 64602.2Amount (Lbs): DISPOSED, THE WASTE WOULD BE A CORROSIVE HAZARDOUS WASTE. THESE CAUSTIC OR ACID SOLUTIONS BECOME CONTAMINATED AND MUST BE USED BY MANY INDUSTRIES TO CLEAN METAL PARTS PRIOR TO PAINTING. WHEN OR DEGREASE PARTS. HYDROCHLORIC ACID, A SOLUTION WITH A LOW PH, IS CAUSTIC SOLUTION WITH A HIGH PH, IS OFTEN USED BY INDUSTRIES TO CLEAN CONSIDERED TO BE A CORROSIVE HAZARDOUS WASTE. SODIUM HYDROXIDE, A A WASTE WHICH HAS A PH OF LESS THAN 2 OR GREATER THAN 12.5 ISWaste name: D002Waste code: Annual Waste Handled: Last Biennial Reporting Year: 2013 Biennial Reports: Small Quantity GeneratorClassification: STAINLESS MICRO POLISH INCSite name: 09/26/1986Date form received by agency: Large Quantity GeneratorClassification: STAINLESS MICRO POLISH INCSite name: 09/01/1996Date form received by agency: Large Quantity GeneratorClassification: STAINLESS MICRO-POLISH, INCSite name: 04/15/1999Date form received by agency: Large Quantity GeneratorClassification: STAINLESS MICRO-POLISH, INC.Site name: 10/12/2000Date form received by agency: Large Quantity GeneratorClassification: STAINLESS MICRO-POLISH, INCSite name: 02/25/2002Date form received by agency: CHROMIUM. Waste name: D007. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: Large Quantity GeneratorClassification: STAINLESS MICRO-POLISH, INCSite name: 02/17/2004Date form received by agency: CORROSIVE WASTE. Waste name: D002. Waste code: Large Quantity GeneratorClassification: STAINLESS MICRO - POLISH , INCSite name: 02/20/2006Date form received by agency: CORROSIVE WASTE. Waste name: D002. Waste code: Large Quantity GeneratorClassification: STAINLESS MICRO-POLISH, INCSite name: 02/21/2008Date form received by agency: STAINLESS MICRO POLISH INCORPORATED (Continued) 1000257900 TC4702912.2s Page 273 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NONE SPECIFIEDAPN: -117.8429Longitude: 33.86141Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: Not reportedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: Not reportedSite Code: Not reportedStatus Date: Inactive - Needs EvaluationStatus: 71002642Facility ID: ENVIROSTOR: StateEvaluation lead agency: Not reportedDate achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 04/01/2008Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 04/01/2008Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 01/11/2010Evaluation date: Evaluation Action Summary: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: Not reported Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: Not reported Enforcement action date: Not reported Enforcement action: StateViolation lead agency: Not reportedDate achieved compliance: 04/01/2008Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Facility Has Received Notices of Violations: STAINLESS MICRO POLISH INCORPORATED (Continued)1000257900 TC4702912.2s Page 274 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedPlace Id: EnrolleeRegulatory Measure Type: 97-03-DWQOrder No: 208445Regulatory Measure Id: 8Region: 0Agency Id: ActiveFacility Status: CAS000001Npdes Number: NPDES: HAZARDOUS WASTE BIENNIAL REPORTER corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource facilities. generators, transporters, and treatment, storage, and disposal provides California with information on hazardous waste shipments for California Hazardous Waste Tracking System - Datamart (HWTS-DATAMART) Environmental Interest/Information System 110000783126Registry ID: FINDS: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 71002642Alias Name: EPA (FRS #)Alias Type: 110000783126Alias Name: EPA Identification NumberAlias Type: CAD096882865Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: STAINLESS MICRO POLISH INCORPORATED (Continued) 1000257900 TC4702912.2s Page 275 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: Not reportedDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Not reportedOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: Not reportedOPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Not reportedOPERATOR CONTACT NAME: Not reportedOPERATOR ZIP: Not reportedOPERATOR STATE: Not reportedOPERATOR CITY: Not reportedOPERATOR ADDRESS: Not reportedOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: Not reportedFACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Not reportedFACILITY CONTACT NAME: Not reportedPLACE SIZE UNIT: Not reportedPLACE SIZE: Not reportedSTATUS DATE: Not reportedSTATUS CODE NAME: Not reportedPROCESSED DATE: Not reportedRECEIVED DATE: 92806Discharge Zip: CaliforniaDischarge State: AnaheimDischarge City: 1286 N Grove SteetDischarge Address: Stainless Micro Polish IncDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: 04/06/1992Effective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: IndustrialProgram Type: 8 30I004111WDID: STAINLESS MICRO POLISH INCORPORATED (Continued)1000257900 TC4702912.2s Page 276 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDEVELOPER ZIP: CaliforniaDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Private BusinessOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-632-8903OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: R A MaculsayOPERATOR CONTACT NAME: 92806OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: 1286 N Grove StOPERATOR ADDRESS: Stainless Micro Polish IncOPERATOR NAME: bob@stainlessmicropolish.comFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 7146328903FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: R A MaculsayFACILITY CONTACT NAME: 53PLACE SIZE UNIT: 24178PLACE SIZE: 4/6/1992STATUS DATE: ActiveSTATUS CODE NAME: 4/6/1992PROCESSED DATE: 5/9/2008RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 8 30I004111WDID: Not reportedPlace Id: IndustrialRegulatory Measure Type: Not reportedOrder No: 208445Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Not reportedRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: STAINLESS MICRO POLISH INCORPORATED (Continued)1000257900 TC4702912.2s Page 277 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation inorganic salts and heavy metals) are included in this category. Hardness, TRF, Chloride). ’Manageable’ hazardous wastes (E.G., water quality because of their high concentrations (E.G., BOD, Designated/Influent or Solid Wastes that pose a significant threat toPrimary Waste Type: Not reportedSIC Code 2: 3471SIC Code: PrivateAgency Type: 7146328903Agency Telephone: R.A. MACULSAYAgency Contact: ANAHEIM 92806Agency City,St,Zip: 1286 N GROVE STAgency Address: MACULSAY ROBERTAgency Name: R.A. MACULSAYFacility Contact: 7146328903Facility Telephone: 8Subregion: are assigned by the Regional Board CAS000001 The 1st 2 characters designate the state. The remaining 7NPDES Number: under Waste Discharge Requirements. Active - Any facility with a continuous or seasonal discharge that isFacility Status: pumping. repairing, oil production, storage and disposal operations, water washing, geothermal operations, air conditioning, ship building and processing operation of whatever nature, including mining, gravel semisolid wastes from any servicing, producing, manufacturing or Industrial - Facility that treats and/or disposes of liquid orFacility Type: Santa Ana River 30I004111Facility ID: WDS: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: 3471-Electroplating, Plating, Polishing, Anodizing, and ColoringPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Not reportedRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: 714-632-8903EMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: STAINLESS MICRO POLISH INCORPORATED (Continued) 1000257900 TC4702912.2s Page 278 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110000783126DFR URL: 110000783126Registry ID: 1000257900Envid: ECHO: dairy waste ponds. dischargers having waste storage systems with land disposal such as disposal systems, such as septic systems with subsurface disposal, or management practices, facilities with passive waste treatment and cooling water dischargers or thosewho must comply through best Category C - Facilities having no waste treatment systems, such asComplexity: represent no threat to water quality. Level. A Zero (0) may be used to code those NURDS that are found to considered a minor threat to water quality unless coded at a higher to a major or minor threat. Not: All nurds without a TTWQ will be should cause a relatively minor impairment of beneficial uses compared Minor Threat to Water Quality. A violation of a regional board orderTreat To Water: Not reportedPOTW: Not reportedReclamation: 0Baseline Flow: 0Design Flow: Not reportedSecondary Waste Type: Not reportedSecondary Waste: inorganic salts and heavy metals) are included in this category. Hardness, TRF, Chloride). ’Manageable’ hazardous wastes (E.G., water quality because of their high concentrations (E.G., BOD, Designated/Influent or Solid Wastes that pose a significant threat toPrimary Waste Type: Stormwater RunoffWaste2: Not reportedWaste Type2: STORMSPrimary Waste: STAINLESS MICRO POLISH INCORPORATED (Continued) 1000257900 Not reportedHow Stopped Date: T0605900166Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: CLOSEnf Type: MILLERCross Street: Not reportedAbate Method: Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083000216TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 2507 ft. Site 1 of 2 in cluster S 0.475 mi. Relative: Lower Actual: 227 ft. 1/4-1/2 ANAHEIM, CA 92806 WSW CA HIST CORTESE3340 LA PALMA N/A S91 CA LUSTKILROY INDUSTRIES S102432224 TC4702912.2s Page 279 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083000216TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: PAHStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.8492618Longitude: 33.8528814Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: Not reportedEnter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 10/23/1986Close Date: Not reportedEnforcement Date: Not reportedDiscover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: Not reportedEnter Date: KILROY INDUSTRIES (Continued)S102432224 Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.8497137Longitude: 33.8530198Latitude: T0605900166Global Id: STATERegion: LUST: 2507 ft. Site 2 of 2 in cluster S 0.475 mi. Relative: Lower Actual: 227 ft. 1/4-1/2 CA EMIANAHEIM, CA 92541 WSW CA HIST UST3340 E LA PALMA AVE N/A S92 CA LUSTFURON CO U001576699 TC4702912.2s Page 280 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002EA4D.pdfURL: 0002EA4DFile Number: HIST UST: Closure/No Further Action LetterAction: 10/23/1986Date: ENFORCEMENTAction Type: T0605900166Global Id: Leak ReportedAction: 09/22/1986Date: OtherAction Type: T0605900166Global Id: Regulatory Activities: 09/22/1986Status Date: Open - Case Begin DateStatus: T0605900166Global Id: 10/23/1986Status Date: Completed - Case ClosedStatus: T0605900166Global Id: Status History: Not reportedPhone Number: phannon@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: PATRICIA HANNONContact Name: Regional Board CaseworkerContact Type: T0605900166Global Id: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITYOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605900166Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083000216TRB Case Number: ANAHEIM CITYLocal Agency: ROWCase Worker: ANAHEIM CITYLead Agency: 10/23/1986Status Date: FURON CO (Continued)U001576699 TC4702912.2s Page 281 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3089SIC Code: SCAir District Name: 76945Facility ID: SCAir Basin: 30County Code: 1990Year: EMI: Click here for Geo Tracker PDF: VisualLeak Detection: Not reportedContainer Construction Thickness: Not reportedType of Fuel: WASTETank Used for: 00000000Tank Capacity: Not reportedYear Installed: 1Container Num: 001Tank Num: 0001Total Tanks: EL SEGUNDO, CA 90245Owner City,St,Zip: 2250 E. IMPERIAL HIGHWAYOwner Address: JOHN B. KILROYOwner Name: 2137721193Telephone: TERRY TYSONContact Name: ABANDON WATER CLARIFOther Type: OtherFacility Type: 00000064764Facility ID: STATERegion: FURON CO (Continued)U001576699 US EPALead Agency: US EPARegulatory Agencies: NONPL: 0Acres: EvaluationSite Type Detailed: EvaluationSite Type: 400570Site Code: 09/09/1996Status Date: No Further ActionStatus: 30730041Facility ID: ENVIROSTOR: 2820 ft. 0.534 mi. Relative: Higher Actual: 244 ft. 1/2-1 ANAHEIM, CA 92807 NNE 1321 NORTH JEFFERSON STREET N/A 93 CA ENVIROSTORWESTERN EXTERMINATOR SERVICES S101481484 TC4702912.2s Page 282 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 07/20/1990Completed Date: Site ScreeningCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 06/28/1996Completed Date: Preliminary Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: DONE EPA RECOMMENDS HIGH PRIORITY SSI UNDER CERCLA GROUND NEAR RAIL ROAD TRACKS ON EAST SIDE OF FACILITY. SITE SCREENING FACILITY IDENTIFIED ANONYMOUS CALLER REPORTED PESTICIDES DUMPED ONComments: 07/20/1990Completed Date: * DiscoveryCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30730041Alias Name: Project Code (Site Code)Alias Type: 400570Alias Name: EPA Identification NumberAlias Type: CAD983566720Alias Name: Alternate NameAlias Type: WESTERN EXTERMINATOR COMPANYAlias Name: SOILPotential Description: 30004-NO 30006-NO 30008-NO 30010-NOConfirmed COC: Chlordane DDD DDT EndrinPotential COC: PESTICIDE/INSECTIDE/RODENTICIDE STORAGEPast Use: NONE SPECIFIEDAPN: -117.8369Longitude: 33.86111Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: EPA - PASISpecial Program: 37Senate: 68Assembly: Cleanup ChatsworthDivision Branch: Philip ChandlerSupervisor: Jess VillamayorProgram Manager: WESTERN EXTERMINATOR SERVICES (Continued) S101481484 TC4702912.2s Page 283 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: YesRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 03/01/2002Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: USOwner/operator country: Not reported Not reportedOwner/operator address: GRANT PISTON RINGSOwner/operator name: Not reportedOwner/Op end date: 01/01/1973Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: USOwner/operator country: ANAHEIM, CA 92870 610 S. JEFFERSON, UNIT MOwner/operator address: BEDECON INVESTMENTSOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: PrivateLand type: 09EPA Region: TNGUYEN@GRANTPISTONRINGS.COMContact email: (714) 996-0050Contact telephone: USContact country: Not reported Not reportedContact address: THOM NGUYENContact: CAD981674906EPA ID: ANAHEIM, CA 92807 1360 N. JEFFERSON STFacility address: GRANT PISTON RINGSFacility name: 05/03/2006Date form received by agency: RCRA-SQG: ECHO 3124 ft.CA WDS 0.592 mi.CA NPDES Relative: Higher Actual: 244 ft. 1/2-1 FINDSANAHEIM, CA 92807 NNE CA ENVIROSTOR1360 N. JEFFERSON ST CAD981674906 94 RCRA-SQGGRANT PISTON RINGS 1000321686 TC4702912.2s Page 284 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 05/12/2005 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 12/21/2005Date achieved compliance: 05/12/2005Date violation determined: Generators - Pre-transportArea of violation: Not reportedRegulation violated: Facility Has Received Notices of Violations: Small Quantity GeneratorClassification: GRANT PISTON RING COSite name: 09/01/1996Date form received by agency: ALUMINUM. PLATING ON CARBON STEEL; AND (6) CHEMICAL ETCHING AND MILLING OF STEEL; (5) CLEANING/STRIPPING ASSOCIATED WITH TIN, ZINC, AND ALUMINUM ON CARBON STEEL; (4) ALUMINUM OR ZINC-ALUMINUM PLATING ON CARBON (2) TIN PLATING ON CARBON STEEL; (3) ZINC PLATING (SEGREGATED BASIS) FROM THE FOLLOWING PROCESSES: (1) SULFURIC ACID ANODIZING OF ALUMINUM; WASTEWATER TREATMENT SLUDGES FROM ELECTROPLATING OPERATIONS, EXCEPT. Waste name: F006. Waste code: CHROMIUM. Waste name: D007. Waste code: REACTIVE WASTE. Waste name: D003. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: Large Quantity GeneratorClassification: GRANT PISTON RING COSite name: 03/26/2002Date form received by agency: CHROMIUM. Waste name: D007. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: Large Quantity GeneratorClassification: GRANT PISTON RINGSSite name: 05/03/2006Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: GRANT PISTON RINGS (Continued)1000321686 TC4702912.2s Page 285 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reported Enf. disposition status: 03/15/2006 Enforcement action date: INITIAL 3008(A) COMPLIANCE Enforcement action: StateViolation lead agency: 12/21/2005Date achieved compliance: 05/12/2005Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: 40000 Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 07/05/2006 Enforcement action date: FINAL 3008(A) COMPLIANCE ORDER Enforcement action: StateViolation lead agency: 12/21/2005Date achieved compliance: 05/12/2005Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 05/12/2005 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 12/21/2005Date achieved compliance: 05/12/2005Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 05/12/2005 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 07/01/2005Date achieved compliance: 05/12/2005Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: GRANT PISTON RINGS (Continued)1000321686 TC4702912.2s Page 286 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 08/16/2001Evaluation date: StateEvaluation lead agency: 12/21/2005Date achieved compliance: Generators - Pre-transportArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 05/12/2005Evaluation date: StateEvaluation lead agency: 07/01/2005Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 05/12/2005Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: SIGNIFICANT NON-COMPLIEREvaluation: 05/12/2005Evaluation date: StateEvaluation lead agency: 12/21/2005Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 05/12/2005Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: NOT A SIGNIFICANT NON-COMPLIEREvaluation: 12/21/2005Evaluation date: Evaluation Action Summary: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: Not reported Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: Not reported Enforcement action date: Not reported Enforcement action: StateViolation lead agency: 03/17/1994Date achieved compliance: 03/04/1993Date violation determined: Generators - GeneralArea of violation: FR - 262.10-12.ARegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: 57500 Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: GRANT PISTON RINGS (Continued)1000321686 TC4702912.2s Page 287 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 71003662Alias Name: EPA (FRS #)Alias Type: 110002746529Alias Name: EPA Identification NumberAlias Type: CAD981674906Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.8355Longitude: 33.86383Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: Not reportedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: Not reportedSite Code: Not reportedStatus Date: Inactive - Needs EvaluationStatus: 71003662Facility ID: ENVIROSTOR: State Contractor/GranteeEvaluation lead agency: 03/17/1994Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 03/04/1993Evaluation date: State Contractor/GranteeEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 03/17/1994Evaluation date: GRANT PISTON RINGS (Continued)1000321686 TC4702912.2s Page 288 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 7149960050FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Thom NguyenFACILITY CONTACT NAME: 53PLACE SIZE UNIT: 101250PLACE SIZE: 5/17/2002STATUS DATE: ActiveSTATUS CODE NAME: 5/17/2002PROCESSED DATE: 5/9/2008RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 8 30I017265WDID: Not reportedPlace Id: IndustrialRegulatory Measure Type: Not reportedOrder No: 209111Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: NPDES: HAZARDOUS WASTE BIENNIAL REPORTER corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource facilities. generators, transporters, and treatment, storage, and disposal provides California with information on hazardous waste shipments for California Hazardous Waste Tracking System - Datamart (HWTS-DATAMART) Environmental Interest/Information System 110002746529Registry ID: FINDS: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: GRANT PISTON RINGS (Continued)1000321686 TC4702912.2s Page 289 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAdoption Date Of Regulatory Measure: IndustrialProgram Type: 8 30I017265WDID: Not reportedPlace Id: EnrolleeRegulatory Measure Type: 97-03-DWQOrder No: 209111Regulatory Measure Id: 8Region: 0Agency Id: TerminatedFacility Status: CAS000001Npdes Number: Not reportedTERTIARY SIC: 3592-Carburetors, Pistons, Piston Rings, and ValvesSECONDARY SIC: 3799-Transportation Equipment, NECPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Santa Ana RiverRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: 714-996-0050EMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: CaliforniaDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Private BusinessOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-996-0050OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Thom NguyenOPERATOR CONTACT NAME: 92807OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: 1360 N Jefferson StOPERATOR ADDRESS: Grant Piston RingsOPERATOR NAME: GRANT PISTON RINGS (Continued)1000321686 TC4702912.2s Page 290 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: Not reportedDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Not reportedOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: Not reportedOPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Not reportedOPERATOR CONTACT NAME: Not reportedOPERATOR ZIP: Not reportedOPERATOR STATE: Not reportedOPERATOR CITY: Not reportedOPERATOR ADDRESS: Not reportedOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: Not reportedFACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Not reportedFACILITY CONTACT NAME: Not reportedPLACE SIZE UNIT: Not reportedPLACE SIZE: Not reportedSTATUS DATE: Not reportedSTATUS CODE NAME: Not reportedPROCESSED DATE: Not reportedRECEIVED DATE: 92807Discharge Zip: CaliforniaDischarge State: AnaheimDischarge City: 1360 N Jefferson StDischarge Address: Grant Piston RingsDischarge Name: 01/30/2015Termination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: 05/17/2002Effective Date Of Regulatory Measure: GRANT PISTON RINGS (Continued)1000321686 TC4702912.2s Page 291 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ECHO: dairy waste ponds. dischargers having waste storage systems with land disposal such as disposal systems, such as septic systems with subsurface disposal, or management practices, facilities with passive waste treatment and cooling water dischargers or thosewho must comply through best Category C - Facilities having no waste treatment systems, such asComplexity: represent no threat to water quality. Level. A Zero (0) may be used to code those NURDS that are found to considered a minor threat to water quality unless coded at a higher to a major or minor threat. Not: All nurds without a TTWQ will be should cause a relatively minor impairment of beneficial uses compared Minor Threat to Water Quality. A violation of a regional board orderTreat To Water: Not reportedPOTW: Not reportedReclamation: 0Baseline Flow: 0Design Flow: Not reportedSecondary Waste Type: Not reportedSecondary Waste: Not reportedPrimary Waste Type: Not reportedWaste2: Not reportedWaste Type2: Not reportedPrimary Waste: Not reportedPrimary Waste Type: Not reportedSIC Code 2: 0SIC Code: PrivateAgency Type: 7149960050Agency Telephone: RYAN GRADYAgency Contact: ANAHEIM 92807Agency City,St,Zip: 1360 N JEFFERSON STAgency Address: GRANT PISTON RING INCAgency Name: RYAN GRADYFacility Contact: 7149960050Facility Telephone: 8Subregion: are assigned by the Regional Board CAS000001 The 1st 2 characters designate the state. The remaining 7NPDES Number: under Waste Discharge Requirements. Active - Any facility with a continuous or seasonal discharge that isFacility Status: pumping. repairing, oil production, storage and disposal operations, water washing, geothermal operations, air conditioning, ship building and processing operation of whatever nature, including mining, gravel semisolid wastes from any servicing, producing, manufacturing or Industrial - Facility that treats and/or disposes of liquid orFacility Type: Santa Ana River 30I017265Facility ID: WDS: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Not reportedRECEIVING WATER NAME: GRANT PISTON RINGS (Continued)1000321686 TC4702912.2s Page 292 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation http://echo.epa.gov/detailed_facility_report?fid=110002746529DFR URL: 110002746529Registry ID: 1000321686Envid: GRANT PISTON RINGS (Continued)1000321686 Not reportedAction Included Fencing: Not reportedWell Decommissioned: Not reportedAction Included Capping: 0Liquids Treated (Gals): 0Liquids Removed (Gals): CERTIFIEDDefinition of Status: CERTActivity Status: Not reportedRequest to Delete Activity: Not reportedEstimated Size: 0Est Person-Yrs to complete: 06301987Comments Date: Not reportedRevised Due Date: Not reportedAWP Completion Date: 0Proposed Budget: RAOAWP Code: I/SE, IORSE, FFA, FFSRA, VCA, EAActivity Name: ORDERActivity: 30500022Facility ID: 33State Senate District Code: 60State Assembly District Code: Not reportedLat/Long Description: Not reportedLat/long Method: 0 0 0 / 0 0 0Lat/Long (dms): Not reportedLat/Long Direction: SANTA ANARegion Water Control Board Name: SARegion Water Control Board: Not reportedSupervisor Responsible for Site: SSAYEDStaff Member Responsible for Site: SuspectedGroundwater Contamination: Not reportedDate Site Hazard Ranked: Not reportedHazardous Ranking Score: Not reportedCortese: ControlledAccess: WHOLESALE TRADE - DURABLE GOODSSIC Name: 50SIC Code: Not ListedNPL: DEPT OF TOXIC SUBSTANCES CONTROLLead Agency: CERTIFIEDStatus Name: CERTIFIED AS HAVING BEEN REMEDIED SATISFACTORILY UNDER DTSC OVERSIGHTStatus: 12311998State Senate District: Not reportedFile Name: SO CAL - CYPRESSBranch Name: SBBranch: RESPONSIBLE PARTYType: RPFacility Type: 30500022Facility ID: CYPRESSRegion: Calsite: 3171 ft. Site 1 of 4 in cluster T 0.601 mi. Relative: Lower Actual: 220 ft. 1/2-1 ANAHEIM, CA 92806 WSW 3200 E FRONTERA ST N/A T95 CA HIST Cal-SitesORANGE COUNTY STEEL SALVAGE S105749953 TC4702912.2s Page 293 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation REMEDIAL INVESTIGATION / FEASIBILITY STUDYActivity Name: RIFSActivity: 30500022Facility ID: 0Unknown Type: 0For Residential Reuse: 0For Industrial Reuse: 0For Commercial Reuse: Not reportedActivity Comments: Not reportedRemoval Action Certification: Not reportedAction Included Fencing: Not reportedWell Decommissioned: Not reportedAction Included Capping: 0Liquids Treated (Gals): 0Liquids Removed (Gals): CERTIFIEDDefinition of Status: CERTActivity Status: Not reportedRequest to Delete Activity: Not reportedEstimated Size: 0Est Person-Yrs to complete: 04301989Comments Date: Not reportedRevised Due Date: Not reportedAWP Completion Date: 0Proposed Budget: Not reportedAWP Code: PUBLIC PARTICIPATION PLANActivity Name: PPPActivity: 30500022Facility ID: 0Unknown Type: 0For Residential Reuse: 0For Industrial Reuse: 0For Commercial Reuse: Not reportedActivity Comments: Not reportedRemoval Action Certification: Not reportedAction Included Fencing: Not reportedWell Decommissioned: Not reportedAction Included Capping: 0Liquids Treated (Gals): 0Liquids Removed (Gals): CERTIFIEDDefinition of Status: CERTActivity Status: Not reportedRequest to Delete Activity: Not reportedEstimated Size: 0Est Person-Yrs to complete: 11301987Comments Date: Not reportedRevised Due Date: Not reportedAWP Completion Date: 0Proposed Budget: Not reportedAWP Code: PUBLIC PARTICIPATION PLANActivity Name: PPPActivity: 30500022Facility ID: 0Unknown Type: 0For Residential Reuse: 0For Industrial Reuse: 0For Commercial Reuse: Not reportedActivity Comments: Not reportedRemoval Action Certification: ORANGE COUNTY STEEL SALVAGE (Continued)S105749953 TC4702912.2s Page 294 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CERTActivity Status: Not reportedRequest to Delete Activity: Not reportedEstimated Size: 0Est Person-Yrs to complete: 12311990Comments Date: Not reportedRevised Due Date: Not reportedAWP Completion Date: 0Proposed Budget: Not reportedAWP Code: REMEDIAL INVESTIGATION / FEASIBILITY STUDYActivity Name: RIFSActivity: 30500022Facility ID: 0Unknown Type: 0For Residential Reuse: 0For Industrial Reuse: 0For Commercial Reuse: Not reportedActivity Comments: Not reportedRemoval Action Certification: Not reportedAction Included Fencing: Not reportedWell Decommissioned: Not reportedAction Included Capping: 0Liquids Treated (Gals): 0Liquids Removed (Gals): CERTIFIEDDefinition of Status: CERTActivity Status: Not reportedRequest to Delete Activity: Not reportedEstimated Size: 0Est Person-Yrs to complete: 10311990Comments Date: Not reportedRevised Due Date: Not reportedAWP Completion Date: 0Proposed Budget: CNSNTAWP Code: I/SE, IORSE, FFA, FFSRA, VCA, EAActivity Name: ORDERActivity: 30500022Facility ID: 0Unknown Type: 0For Residential Reuse: 0For Industrial Reuse: 0For Commercial Reuse: Not reportedActivity Comments: Not reportedRemoval Action Certification: Not reportedAction Included Fencing: Not reportedWell Decommissioned: Not reportedAction Included Capping: 0Liquids Treated (Gals): 0Liquids Removed (Gals): CERTIFIEDDefinition of Status: CERTActivity Status: Not reportedRequest to Delete Activity: Not reportedEstimated Size: 0Est Person-Yrs to complete: 12301989Comments Date: Not reportedRevised Due Date: Not reportedAWP Completion Date: 0Proposed Budget: Not reportedAWP Code: ORANGE COUNTY STEEL SALVAGE (Continued)S105749953 TC4702912.2s Page 295 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0For Commercial Reuse: Not reportedActivity Comments: Not reportedRemoval Action Certification: Not reportedAction Included Fencing: Not reportedWell Decommissioned: Not reportedAction Included Capping: 0Liquids Treated (Gals): 0Liquids Removed (Gals): CERTIFIEDDefinition of Status: CERTActivity Status: Not reportedRequest to Delete Activity: Not reportedEstimated Size: 0Est Person-Yrs to complete: 08121991Comments Date: Not reportedRevised Due Date: Not reportedAWP Completion Date: 0Proposed Budget: Not reportedAWP Code: FINAL DETERMINATION OF NON-COMPLIANCEActivity Name: FDNCActivity: 30500022Facility ID: 0Unknown Type: 0For Residential Reuse: 0For Industrial Reuse: 0For Commercial Reuse: Not reportedActivity Comments: Not reportedRemoval Action Certification: Not reportedAction Included Fencing: Not reportedWell Decommissioned: Not reportedAction Included Capping: 0Liquids Treated (Gals): 0Liquids Removed (Gals): CERTIFIEDDefinition of Status: CERTActivity Status: Not reportedRequest to Delete Activity: Not reportedEstimated Size: 0Est Person-Yrs to complete: 06301991Comments Date: Not reportedRevised Due Date: Not reportedAWP Completion Date: 0Proposed Budget: Not reportedAWP Code: REMEDIAL ACTION PLAN / RECORD OF DECISIONActivity Name: RAPActivity: 30500022Facility ID: 0Unknown Type: 0For Residential Reuse: 0For Industrial Reuse: 0For Commercial Reuse: Not reportedActivity Comments: Not reportedRemoval Action Certification: Not reportedAction Included Fencing: Not reportedWell Decommissioned: Not reportedAction Included Capping: 0Liquids Treated (Gals): 0Liquids Removed (Gals): CERTIFIEDDefinition of Status: ORANGE COUNTY STEEL SALVAGE (Continued)S105749953 TC4702912.2s Page 296 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAWP Completion Date: 0Proposed Budget: Not reportedAWP Code: REMEDIAL ACTION (RAP REQUIRED)Activity Name: RMDLActivity: 30500022Facility ID: 0Unknown Type: 0For Residential Reuse: 0For Industrial Reuse: 0For Commercial Reuse: Not reportedActivity Comments: Not reportedRemoval Action Certification: Not reportedAction Included Fencing: Not reportedWell Decommissioned: Not reportedAction Included Capping: 0Liquids Treated (Gals): 0Liquids Removed (Gals): CERTIFIEDDefinition of Status: CERTActivity Status: Not reportedRequest to Delete Activity: Not reportedEstimated Size: 0Est Person-Yrs to complete: 05311996Comments Date: Not reportedRevised Due Date: Not reportedAWP Completion Date: 0Proposed Budget: SOILAWP Code: DESIGNActivity Name: DESActivity: 30500022Facility ID: 0Unknown Type: 0For Residential Reuse: 0For Industrial Reuse: 0For Commercial Reuse: Not reportedActivity Comments: Not reportedRemoval Action Certification: Not reportedAction Included Fencing: Not reportedWell Decommissioned: Not reportedAction Included Capping: 0Liquids Treated (Gals): 0Liquids Removed (Gals): CERTIFIEDDefinition of Status: CERTActivity Status: Not reportedRequest to Delete Activity: Not reportedEstimated Size: 0Est Person-Yrs to complete: 04151994Comments Date: Not reportedRevised Due Date: Not reportedAWP Completion Date: 0Proposed Budget: Not reportedAWP Code: DESIGNActivity Name: DESActivity: 30500022Facility ID: 0Unknown Type: 0For Residential Reuse: 0For Industrial Reuse: ORANGE COUNTY STEEL SALVAGE (Continued)S105749953 TC4702912.2s Page 297 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Liquids Treated (Gals): 0Liquids Removed (Gals): CERTIFIEDDefinition of Status: CERTActivity Status: Not reportedRequest to Delete Activity: Not reportedEstimated Size: 0Est Person-Yrs to complete: 09111996Comments Date: Not reportedRevised Due Date: Not reportedAWP Completion Date: 0Proposed Budget: STLMTAWP Code: COST RECOVERYActivity Name: COSTActivity: 30500022Facility ID: 0Unknown Type: 0For Residential Reuse: 0For Industrial Reuse: 0For Commercial Reuse: Not reportedActivity Comments: Not reportedRemoval Action Certification: Not reportedAction Included Fencing: Not reportedWell Decommissioned: Not reportedAction Included Capping: 0Liquids Treated (Gals): 0Liquids Removed (Gals): CERTIFIEDDefinition of Status: CERTActivity Status: Not reportedRequest to Delete Activity: XEstimated Size: 0Est Person-Yrs to complete: 12311999Comments Date: Not reportedRevised Due Date: Not reportedAWP Completion Date: 0Proposed Budget: Not reportedAWP Code: CERTIFICATIONActivity Name: CERTActivity: 30500022Facility ID: 0Unknown Type: 0For Residential Reuse: 0For Industrial Reuse: 0For Commercial Reuse: Not reportedActivity Comments: NRemoval Action Certification: Not reportedAction Included Fencing: Not reportedWell Decommissioned: XAction Included Capping: 0Liquids Treated (Gals): 31250Liquids Removed (Gals): CERTIFIEDDefinition of Status: CERTActivity Status: Not reportedRequest to Delete Activity: XEstimated Size: 0.36000Est Person-Yrs to complete: 12311998Comments Date: Not reportedRevised Due Date: ORANGE COUNTY STEEL SALVAGE (Continued)S105749953 TC4702912.2s Page 298 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ize. In October 1990, a Consent Order was signed by AIM Corpora- approved a Chapter 11 plan to come out of bankruptcy and reorgan- bankruptcy laws. In August 1990, the U.S. Bankruptcy Court In September 1987, OCSS filed for protection under Chapter 11 RP to characterize site contamination, including the waste pile. A Remedial Action Order was issued on June 1987, requiring the blown contaminated particulates. dents in Orange County. The public may also be exposed to wind which in turn is a source of drinking water for 2 million resi- cent to the site. The river recharges groundwater in the area, from the pile may also enter the Santa Ana River that flows adja- endanger workers and residents in the area. Storm water runoff nite, potentially creating hazardous combustion products that can The stockpiled auto shredder waste tends to spontaneously ig- Groundwater contamination has not been verified to date. contaminated with PCBs, heavy metals, and/or oil and grease. stockpiled on the site. Different areas of the site have soil der waste contaminated with polychlorinated biphenyls (PCBs) are auto shredder facility. Approximately 50,000 tons of auto shred- Orange County Steel Salvage (OCSS) is a metals reclaimer andBackground Info: ANAHEIM, CA 92806Alternate City,St,Zip: 3200 E FRONTERA STAlternate Address: ANAHEIM, CA 92806Alternate City,St,Zip: 3200 EAST FRONTERA ROADAlternate Address: 0Unknown Type: 0For Residential Reuse: 0For Industrial Reuse: 0For Commercial Reuse: Not reportedActivity Comments: Not reportedRemoval Action Certification: Not reportedAction Included Fencing: Not reportedWell Decommissioned: Not reportedAction Included Capping: 0Liquids Treated (Gals): 0Liquids Removed (Gals): CERTIFIEDDefinition of Status: CERTActivity Status: Not reportedRequest to Delete Activity: Not reportedEstimated Size: 0Est Person-Yrs to complete: 02142002Comments Date: Not reportedRevised Due Date: Not reportedAWP Completion Date: 0Proposed Budget: Not reportedAWP Code: COST RECOVERYActivity Name: COSTActivity: 30500022Facility ID: 0Unknown Type: 0For Residential Reuse: 0For Industrial Reuse: 0For Commercial Reuse: Not reportedActivity Comments: Not reportedRemoval Action Certification: Not reportedAction Included Fencing: Not reportedWell Decommissioned: Not reportedAction Included Capping: ORANGE COUNTY STEEL SALVAGE (Continued) S105749953 TC4702912.2s Page 299 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Cost Recovery Settlement Agreement was finalized.Comments: 09111996Comments Date: zinc), oil, and grease.Comments: 07251991Comments Date: include PCB, heavy metals (arsenic, copper, lead, nickel,Comments: 07251991Comments Date: Metal reclaimer and auto shredder facility. ContaminantsComments: 07251991Comments Date: Not reportedComments: 05311996Comments Date: will cover five acres.Comments: 05311996Comments Date: contacting subsurface soil. The 12 inch thick concreteComments: 05311996Comments Date: constructed to prevent spills from wrecked vehicles fromComments: 05311996Comments Date: The design has been completed for a concrete cap to beComments: 05311996Comments Date: section 25356.Comments: 05011986Comments Date: This is the date the site was first listed pursuant toComments: 05011986Comments Date: necessary.Comments: 02221999Comments Date: implemented and that no further removal/remedial action isComments: 02221999Comments Date: been completed, that all acceptable engineering practices wereComments: 02221999Comments Date: DTSC has determined that all appropriate response actions haveComments: 02221999Comments Date: Not reportedComments: 02221999Comments Date: No significant hazardous substances were left on the site.Comments: 02221999Comments Date: removed on November 1998. The auto dismantling area was capped.Comments: 02221999Comments Date: stockpiled on the site. The stockpiled auto shredder waste wasComments: 02221999Comments Date: waste contaminated with polychlorinated biphenyls (PCBs) wereComments: 02221999Comments Date: shredder facility. Approximately 50,000 tons of auto shredderComments: 02221999Comments Date: Orange County Steel Salvage is a metal reclaimer and autoComments: 02221999Comments Date: Report. EPA recommendation is SSI (07/25/90).Comments: 01241991Comments Date: DHS received EPA Federal Investigation Team (FIT) PA SummaryComments: 01241991Comments Date: Not reportedComments: 01091997Comments Date: OCSS made a payment of $101,500.00 to DTSC.Comments: 01091997Comments Date: 1989. A draft RAP was submitted by AMI in November 1990. costs. The RI/FS report was conditionally approved in December Consent Order, AIM will reimburse DHS monthly for its oversight which shifted responsibility for the cleanup to AIM. Under the tion (the new company after reorganization) and the Department ORANGE COUNTY STEEL SALVAGE (Continued)S105749953 TC4702912.2s Page 300 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSpecial Programs Name: Not reportedSpecial Programs Code: ORANGE COUNTY STEEL SALVAGEADAMS INTERNATIONAL METALSADAMS INTL METALS CORP.Alternate Name: CAD982391161ID Value: EPA IDENTIFICATION NUMBERID Name: P42075ID Value: BEP DATABASE PCODEID Name: 400111ID Value: CALSTARS CODEID Name: explosion score: 48.13).Comments: 12301987Comments Date: Hazard ranking complete. Score 16.12 sent to BEP. (Fire andComments: 12301987Comments Date: ORANGE COUNTY STEEL SALVAGE (Continued) S105749953 order and are expected to complete the RI/FS activities by Winter, 1989. June, 1988. At this time the responsible parties are in compliance with the contamination including the waste pile. The RP submitted a RI/FS report in A remedial action order issued June, 1987 required the RP to characterize siteSite Activity Status: particulates. Orange County. The public may also be exposed to windblown contaminated area, which in turn is a source of drinking water for 2 million residents in River that flows adjacent to the site. The river recharges ground water in the in the area. Storm water runoff from the pile may also enter the Santa Ana creating hazardous combustion products that can endanger workers and residents The stockpiled auto shredder waste tends to spontaneously ignite, potentiallyThreat To Public Health & Env: detected in stockpiled shredder waste at the site. metals, polychlorinated biphenyls (PCBs) and volatile organics have been foam, plastics, rubber, and other non-ferritic components. High levels of heavy Auto shredder waste normally contains shredded upholstery fabric, polyurethaneHazardous Waste Desc: stockpiled onsite. Auto shredder waste, contaminated with polychlorinated biphenyls (PCBs), is Orange County Steel Salvage is a metals reclaimer and auto shredder facility.Site Description: the site. Therefore, federal Superfund monies do not appear to be a source of funds for an NPL site, nor does it appear to be a likely NPL candidate in the future. pursue appropriate cost recovery actions. This site has not been identified as remedial investigation and cleanup activities. If Bond funds are used, DHS will remediation activities. Therefore, Bond funds may be necessary to complete the issued by the Department. However, the RP may not be able to complete the The responsible party is currently in compliance with a remedial action orderProject Revenue Source Desc: Not reportedProject Revenue Source City,St,Zip: Not reportedProject Revenue Source Addr: Not reportedProject Revenue Source Company: DETAILED SITE EXPENDITURE PLANReponsible Party: CA BOND EXP. PLAN: 3171 ft. Site 2 of 4 in cluster T 0.601 mi. Relative: Lower Actual: 220 ft. 1/2-1 ANAHEIM, CA 92806 WSW 3200 E FRONTERA ROAD N/A T96 CA BOND EXP. PLANORANGE COUNTY STEEL SALVAGE S100833387 TC4702912.2s Page 301 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: VJJStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.8509208Longitude: 33.8485524Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 6/15/1999Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: 6/27/2000Date Prelim Assessment Workplan Submitted: 3/23/2001Close Date: Not reportedEnforcement Date: 12/30/1998Discover Date: Not reportedDate Preliminary Assessment Began: 5/7/1999Date Confirmation of Leak Began: 6/15/1999Enter Date: 12/30/1998How Stopped Date: T0605902301Global ID: UNKLeak Source: UNKLeak Cause: Not reportedHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: CLOSEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083003494TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 3171 ft.CA HWPSite 3 of 4 in cluster T 0.601 mi.CA HIST CORTESE Relative: Lower Actual: 220 ft. 1/2-1 CA EMIANAHEIM, CA 92801 WSW CA FID UST3200 LINCOLN BLVD N/A T97 CA LUSTBUDGET RENT A CAR S101589302 TC4702912.2s Page 302 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedFacility Size: Historical - Non-OperatingFacility Type: -117.8512Longitude: 33.84850Latitude: NON-OPERATINGCleanup Status: CAL000200500EPA Id: HWP: 083003494TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: 1Part. Matter 10 Micrometers and Smllr Tons/Yr: 1Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5093SIC Code: SCAir District Name: 10890Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92801Mailing City,St,Zip: Not reportedMailing Address 2: ATTN: JEFF RELLINGERMailing Address: Not reportedMail To: 7145551212Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30005417Facility ID: CA FID UST: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: BUDGET RENT A CAR (Continued)S101589302 TC4702912.2s Page 303 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 520050Alias: Project Code (Site Code)Alias Type: Historical - Non-OperatingFacility Type: CAL000200500EPA Id: Alias: 03/08/2007Actual Date: New Operating Permit - APPLICATION PART B RECEIVEDEvent Description: Not reportedUnit Names: Historical - Non-OperatingFacility Type: CAL000200500EPA Id: 03/31/2010Actual Date: New Operating Permit - FINAL PERMIT - WITHDRAWAL REQUEST RECEIVEDEvent Description: Not reportedUnit Names: Historical - Non-OperatingFacility Type: CAL000200500EPA Id: 03/08/2007Actual Date: New Operating Permit - APPLICATION PART A RECEIVEDEvent Description: Not reportedUnit Names: Historical - Non-OperatingFacility Type: CAL000200500EPA Id: 03/05/2008Actual Date: New Operating Permit - ADMINISTRATIVE REVIEW COMPLETEEvent Description: Not reportedUnit Names: Historical - Non-OperatingFacility Type: CAL000200500EPA Id: 06/03/2010Actual Date: New Operating Permit - FINAL PERMIT - WITHDRAWAL REQUEST ACKNOWLEDGEDEvent Description: Not reportedUnit Names: Historical - Non-OperatingFacility Type: CAL000200500EPA Id: Activities: Not reportedPublic Information Officer: Not reportedPublic Information Officer: 37Senate District: 68Assembly District: 520050Site Code: Not reportedSupervisor: Not reportedTeam: BUDGET RENT A CAR (Continued)S101589302 State ResponseSite Type: 30500022Facility ID: RESPONSE: CA NPDES CA Orange Co. Industrial Site CA LDS 3171 ft.CA HAULERSSite 4 of 4 in cluster T 0.601 mi.CA LUST Relative: Lower Actual: 220 ft. 1/2-1 CA SWF/LFANAHEIM, CA 92806 WSW CA ENVIROSTOR3200 E FRONTERA RD N/A T98 CA RESPONSEORANGE COUNTY STEEL SALVAGE S103652520 TC4702912.2s Page 304 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 08/12/1991Completed Date: Final Determination of Non-ComplianceCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 12/31/1999Completed Date: CertificationCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30500022Alias Name: Project Code (Site Code)Alias Type: 400111Alias Name: PCodeAlias Type: P42075Alias Name: GeoTracker Global IDAlias Type: SLT8R0964146Alias Name: EPA (FRS #)Alias Type: 110033606373Alias Name: EPA (FRS #)Alias Type: 110013978598Alias Name: EPA Identification NumberAlias Type: CAD982391161Alias Name: Alternate NameAlias Type: ADAMS INTL METALS CORP.Alias Name: Alternate NameAlias Type: ADAMS INTERNATIONAL METALSAlias Name: SOILPotential Description: NONE SPECIFIEDConfirmed COC: Polychlorinated biphenyls (PCBsPotential COC : JUNKYARD, METAL RECLAMATIONPast Use: NONE SPECIFIEDAPN: -117.8512Longitude: 33.84859Latitude: EPA GrantFunding: NORestricted Use: 12/31/1998Status Date: CertifiedStatus: EPA - PASISpecial Program Status: 37Senate: 68Assembly: NONE SPECIFIEDSite Mgmt. Req.: 400111Site Code: Cleanup CypressDivision Branch: Douglas BautistaSupervisor: Not reportedProject Manager: DTSC - Hazardous Waste Management ProgramLead Agency Description: HWMPCleanup Oversight Agencies: NONational Priorities List: 24Acres: State Response or NPLSite Type Detail: ORANGE COUNTY STEEL SALVAGE (Continued)S103652520 TC4702912.2s Page 305 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 12/30/1989Completed Date: Remedial Investigation / Feasibility StudyCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 12/31/1990Completed Date: Remedial Investigation / Feasibility StudyCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 06/30/1991Completed Date: Remedial Action PlanCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 04/15/1994Completed Date: * Remedial or Removal DesignCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: The 12 inch thick concrete will cover five acres. prevent spills from wrecked vehicles from contacting subsurface soil. The design has been completed for a concrete cap to be constructed toComments: 05/31/1996Completed Date: * Remedial or Removal DesignCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: heavy metals (arsenic, copper, lead, nickel, zinc), oil, and grease. Metal reclaimer and auto shredder facility. Contaminants include PCB,Comments: 12/31/1998Completed Date: * Remedial Action Completion or ImplementationCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 01/07/2011Completed Date: PA/SI ReassessmentCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 06/30/1987Completed Date: Unilateral Order (I/SE, RAO, CAO, EPA AO)Completed Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 10/31/1990Completed Date: Consent OrderCompleted Document Type: ORANGE COUNTY STEEL SALVAGE (Continued) S103652520 TC4702912.2s Page 306 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Alternate NameAlias Type: ADAMS INTL METALS CORP.Alias Name: Alternate NameAlias Type: ADAMS INTERNATIONAL METALSAlias Name: SOILPotential Description: NONE SPECIFIEDConfirmed COC: Polychlorinated biphenyls (PCBsPotential COC: JUNKYARD, METAL RECLAMATIONPast Use: NONE SPECIFIEDAPN: -117.8512Longitude: 33.84859Latitude: EPA GrantFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: EPA - PASISpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: Douglas BautistaSupervisor: Not reportedProgram Manager: HWMPLead Agency: HWMPRegulatory Agencies: NONPL: 24Acres: State Response or NPLSite Type Detailed: State ResponseSite Type: 400111Site Code: 12/31/1998Status Date: CertifiedStatus: 30500022Facility ID: ENVIROSTOR: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Cost Recovery Settlement Agreement was finalized.Comments: 09/11/1996Completed Date: * Cost Recovery Settlements/DecreesCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 11/30/1987Completed Date: Public Participation Plan / Community Relations PlanCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 04/30/1989Completed Date: Public Participation Plan / Community Relations PlanCompleted Document Type: ORANGE COUNTY STEEL SALVAGE (Continued)S103652520 TC4702912.2s Page 307 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation The design has been completed for a concrete cap to be constructed toComments: 05/31/1996Completed Date: * Remedial or Removal DesignCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: heavy metals (arsenic, copper, lead, nickel, zinc), oil, and grease. Metal reclaimer and auto shredder facility. Contaminants include PCB,Comments: 12/31/1998Completed Date: * Remedial Action Completion or ImplementationCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 01/07/2011Completed Date: PA/SI ReassessmentCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 06/30/1987Completed Date: Unilateral Order (I/SE, RAO, CAO, EPA AO)Completed Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 10/31/1990Completed Date: Consent OrderCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 08/12/1991Completed Date: Final Determination of Non-ComplianceCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 12/31/1999Completed Date: CertificationCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30500022Alias Name: Project Code (Site Code)Alias Type: 400111Alias Name: PCodeAlias Type: P42075Alias Name: GeoTracker Global IDAlias Type: SLT8R0964146Alias Name: EPA (FRS #)Alias Type: 110033606373Alias Name: EPA (FRS #)Alias Type: 110013978598Alias Name: EPA Identification NumberAlias Type: CAD982391161Alias Name: ORANGE COUNTY STEEL SALVAGE (Continued) S103652520 TC4702912.2s Page 308 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation STATERegion: SWF/LF (SWIS): Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Cost Recovery Settlement Agreement was finalized.Comments: 09/11/1996Completed Date: * Cost Recovery Settlements/DecreesCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 11/30/1987Completed Date: Public Participation Plan / Community Relations PlanCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 04/30/1989Completed Date: Public Participation Plan / Community Relations PlanCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 12/30/1989Completed Date: Remedial Investigation / Feasibility StudyCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 12/31/1990Completed Date: Remedial Investigation / Feasibility StudyCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 06/30/1991Completed Date: Remedial Action PlanCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 04/15/1994Completed Date: * Remedial or Removal DesignCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: The 12 inch thick concrete will cover five acres. prevent spills from wrecked vehicles from contacting subsurface soil. ORANGE COUNTY STEEL SALVAGE (Continued) S103652520 TC4702912.2s Page 309 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Industrial,Commercial,AgriculturalLanduse Name: Pre-regulationsRegulation Status: Solid Waste Disposal SiteActivity: $0.00Permitted Acreage: Not reportedPermit Status: Not reportedPermit Date: Not reportedOperator City,St,Zip: Not reportedOperator Address2: Not reportedOperator Address: Not reportedOperator Phone: Not reportedOperator: ClosedOperational Status: Anahiem, CA 92816Owner City,St,Zip: 3250 Frontera St.Owner Address2: J. CavanaughOwner Address: Not reportedOwner Telephone: The D.B. Williams Co.Owner Name: 33.848500 / -117.85140Lat/Long: 30-CR-0148Facility ID: STATERegion: 33.848500 / -117.85140Lat/Long: Not reportedRemaining Capacity with Units: Not reportedRemaining Capacity: Not reportedPermitted Capacity with Units: Not reportedActual Throughput with Units: Not reportedPermitted Throughput with Units: Not reportedProgram Type: Not reportedWaste Discharge Requirement Num: 30-CR-0148SWIS Num: $0.00Disposal Acreage: EstimatedClosure Type: 12/31/1956Closure Date: Not reportedAccepted Waste: AnnualInspection Frequency: 01Unit Number: DisposalCategory: MapGIS Source: Industrial,Commercial,AgriculturalLanduse Name: Pre-regulationsRegulation Status: Solid Waste Disposal SiteActivity: $0.00Permitted Acreage: Not reportedPermit Status: Not reportedPermit Date: Not reportedOperator City,St,Zip: Not reportedOperator Address2: Not reportedOperator Address: Not reportedOperator Phone: Not reportedOperator: ClosedOperational Status: Anahiem, CA 92816Owner City,St,Zip: 3200 Frontera St., P.O. Box 6258Owner Address2: Terry AdamsOwner Address: Not reportedOwner Telephone: Adams InternationalOwner Name: 33.848500 / -117.85140Lat/Long: 30-CR-0148Facility ID: ORANGE COUNTY STEEL SALVAGE (Continued)S103652520 TC4702912.2s Page 310 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 9517824903Phone Number: vjahn-bull@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: VALERIE JAHN-BULLContact Name: Regional Board CaseworkerContact Type: T0605902301Global Id: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITYOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605902301Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Local AgencyFile Location: Not reportedLOC Case Number: 083003494TRB Case Number: ANAHEIM CITYLocal Agency: ROWCase Worker: ANAHEIM CITYLead Agency: 03/23/2001Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.849998Longitude: 33.84808Latitude: T0605902301Global Id: STATERegion: LUST: 33.848500 / -117.85140Lat/Long: Not reportedRemaining Capacity with Units: Not reportedRemaining Capacity: Not reportedPermitted Capacity with Units: Not reportedActual Throughput with Units: Not reportedPermitted Throughput with Units: Not reportedProgram Type: Not reportedWaste Discharge Requirement Num: 30-CR-0148SWIS Num: $0.00Disposal Acreage: EstimatedClosure Type: 12/31/1956Closure Date: Not reportedAccepted Waste: AnnualInspection Frequency: 01Unit Number: DisposalCategory: MapGIS Source: ORANGE COUNTY STEEL SALVAGE (Continued)S103652520 TC4702912.2s Page 311 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No Permit record for this business.Waste Tire Permit Summary: (714) 632-2072Mailing Phone: OrangeMailing County: 92806-2822Mailing Zip: CAMailing State: AnaheimMailing City: 3200 E Frontera StMailing Address: George Adams, Tesha Johnson, Daniela Tanzarelli, CARL CLARKContact Person: Not reportedBusiness Email Address: (714) 632-2072Facility Phone: 1330368Facility ID: HAULERS: Leak StoppedAction: 12/30/1998Date: OtherAction Type: T0605902301Global Id: Leak DiscoveryAction: 12/30/1998Date: OtherAction Type: T0605902301Global Id: Leak ReportedAction: 05/10/1999Date: OtherAction Type: T0605902301Global Id: Closure/No Further Action LetterAction: 03/23/2001Date: ENFORCEMENTAction Type: T0605902301Global Id: Closure/No Further Action LetterAction: 03/23/2001Date: ENFORCEMENTAction Type: T0605902301Global Id: Regulatory Activities: 06/27/2000Status Date: Open - Site AssessmentStatus: T0605902301Global Id: 05/07/1999Status Date: Open - Site AssessmentStatus: T0605902301Global Id: 12/30/1998Status Date: Open - Case Begin DateStatus: T0605902301Global Id: 03/23/2001Status Date: Completed - Case ClosedStatus: T0605902301Global Id: Status History: ORANGE COUNTY STEEL SALVAGE (Continued) S103652520 TC4702912.2s Page 312 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Contamination present at site resulted from the metal recycling site was designated a State Superfund site for clean up. auto dismantling and metal recycling facility. This portion of the monitoring purposes. The smaller portion, lying to the west, hosts an County retains easement for any future environmental testing and/ or who later transferred the property to Self Serve Auto Dismantlers. remainder of property at auction to The David B. Williams Company, public auction to Schnitzer Steel Industries, Inc. 1997 County sold acres under County ownership. 1995 County sold note and trust deed at subject to County’s note and deed of trust. Took back the remaining 8 later acquired from Adams by Schnitzer Steel Industries, Inc. , deed of trust to another 8 acres that was retained by Adams and was interest to Orange County Steel Salvage. Applied the revised note and trust: Released 4 acres to Adams International Metals, successor in monitoring wells. 1991 County, in lieu of foreclosure on the deed of indicated no impact to groundwater. RWQCB approved abandonment of Board (RWQCB) . SWAT and subsequent groundwater monitoring results conducted and report submitted to the Regional Water Quality Control site migration. 1988 A water Solid Waste Assessment Test (SWAT) restricted to the central and western portions of site with no off Landfill gas (LFG) monitoring probes were installed. LFG generation sale and took back a note and deed of trust on the property. 1986 public auction to Orange County Steel Salvage. County financed the closed the refuse disposal station. 1985 The 20-acre site sold at site as a refuse disposal station. 1958 County ceased operations and operated the site as an open bum site 1956-1958 County operated the site. History 1946 The County purchased the site. 1946-1956 County No liquid or hazardous wastes are known to have been disposed at the non-hazardous and inert. The wastes range in depth from 0 to 45 feet. commercial, demolition and agricultural wastes which were materials disposed at the site have been identified as residential, which was converted to a refuse disposal station in 1956. Most waste Waste The 9.3-acre site was originally an open trench-burning site, the refuse disposal station from 1946 to 1958. Size and Types of City of Anaheim. Dates of Operation and Closure The County operated Santa Ana River and immediately west of the AT & SF railroad in the Canal Street site is located south of the 91 Freeway, north of the a scrap metal recycling yard at this location. HISTORICAL SUMMARY The by the Regional Board for this site. Adams International is operating No groundwater monitoirng, cover maintenance, or reporting requiredSite History: Not reportedPotential Contaminants of Concern: L10007117451EDR Link ID: Not reportedPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 8 302992N01RB Case Number: Not reportedLocal Agency: JPLCaseworker: SANTA ANA RWQCB (REGION 8)Lead Agency: 01/01/1965Status Date: Completed - Case ClosedStatus: Land Disposal SiteCase Type: -117.8514Longitude: 33.8485Latitude: L10007117451Global Id: LDS: ORANGE COUNTY STEEL SALVAGE (Continued) S103652520 TC4702912.2s Page 313 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 714-630-2307FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Luc OngFACILITY CONTACT NAME: 52PLACE SIZE UNIT: 1PLACE SIZE: 1/19/2010STATUS DATE: TerminatedSTATUS CODE NAME: 1/26/2005PROCESSED DATE: 5/9/2008RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: 7/1/2009Termination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 8 30I019299WDID: Not reportedPlace Id: IndustrialRegulatory Measure Type: Not reportedOrder No: 288867Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: NPDES: AUTO SHREDDER WASTEReleased Chemical: Referred to Department of Toxic Substance ControlClosure Type: CLOSED 1/1/1965Current Status: RO0003085Record ID: 88IC041Case ID: Orange Co. Industrial Site: Click here to access the California GeoTracker records for this facility: are currently in place at site. driven off-site. Environmental Control Measures: No control measures Containerized building materials are off-loaded from the railcars and Williams Co. Current Land Use: Site is being used as transrail yard. report. Current Owner : Adams Intemational Metal Corp.; the D.B. No solid waste issues reported in the annual LEA site inspection rail sidings and lumber storage area. 2006-2009 No activity at site. of their portion of the site. 2005 Site disposal area converted to Intemational Metals completed environmental cleanup and remediation completed and submitted to Local Enforcement Agency. Adams required as part of initial site assessment. Site assessment report Environmental Assessment and Response (CLEAR) project. No fieldwork portion of site. 2000 Site included in the Closed Landfill ordered to conduct environmental clean-up and remediation of their the property for refuse disposal activities. Adams International operations of Adams International Metal Corporation, not from use of ORANGE COUNTY STEEL SALVAGE (Continued) S103652520 TC4702912.2s Page 314 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 8 30I021106WDID: Not reportedPlace Id: IndustrialRegulatory Measure Type: Not reportedOrder No: 331045Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: 4212-Local Trucking Without StoragePRIMARY SIC: 01-OCT-04CERTIFICATION DATE: Program ManagerCERTIFIER TITLE: George CaamanoCERTIFIER NAME: Santa Ana RiverRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: 714-630-2307EMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: CaliforniaDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Private BusinessOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-376-0749OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Luc OngOPERATOR CONTACT NAME: 92806OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: 3200 E Frontera StOPERATOR ADDRESS: Remedy Environmental ServicesOPERATOR NAME: long@sarecycling.comFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: ORANGE COUNTY STEEL SALVAGE (Continued)S103652520 TC4702912.2s Page 315 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: CaliforniaDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Private BusinessOPERATOR TYPE: jwright@sarecycling.comOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-632-2028OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: James WrightOPERATOR CONTACT NAME: 92806OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: 3200 E Frontera StOPERATOR ADDRESS: SA Recycling LLC dba Adams SteelOPERATOR NAME: jwright@sarecycling.comFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 714-632-2028FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: James WrightFACILITY CONTACT NAME: 52PLACE SIZE UNIT: 12PLACE SIZE: 9/5/2007STATUS DATE: ActiveSTATUS CODE NAME: 9/5/2007PROCESSED DATE: 5/9/2008RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: ORANGE COUNTY STEEL SALVAGE (Continued)S103652520 TC4702912.2s Page 316 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: CaliforniaDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Private BusinessOPERATOR TYPE: gadams@adamssteel.comOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-630-8901OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: George AdamsOPERATOR CONTACT NAME: 92806OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: 3200 E Frontera StOPERATOR ADDRESS: ADAMS STEELOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 714-630-8901FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Adams Steel RobinsonFACILITY CONTACT NAME: 52PLACE SIZE UNIT: 12PLACE SIZE: 8/24/2007STATUS DATE: TerminatedSTATUS CODE NAME: 10/12/2005PROCESSED DATE: 5/9/2008RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: 8/24/2007Termination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 8 30I019829WDID: Not reportedPlace Id: IndustrialRegulatory Measure Type: Not reportedOrder No: 289001Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: Not reportedTERTIARY SIC: 5015-Motor Vehicle Parts, UsedSECONDARY SIC: 5093-Scrap and Waste MaterialsPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Santa Ana RiverRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: ORANGE COUNTY STEEL SALVAGE (Continued)S103652520 TC4702912.2s Page 317 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: 5093-Scrap and Waste MaterialsPRIMARY SIC: 04-OCT-05CERTIFICATION DATE: Program DirectorCERTIFIER TITLE: Robin RobinsonCERTIFIER NAME: Santa Ana RiverRECEIVING WATER NAME: YDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: 714-630-8901EMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: ORANGE COUNTY STEEL SALVAGE (Continued) S103652520 waste during any calendar month; or generates 1 kg or less of acutely cleanup of a spill, into or on any land or water, of acutely hazardous residue or contaminated soil, waste or other debris resulting from the during any calendar month; or generates more than 100 kg of any calendar month; or generates more than 1 kg of acutely hazardous waste Handler: generates 1,000 kg or more of hazardous waste during anyDescription: Large Quantity GeneratorClassification: PrivateLand type: 09EPA Region: KSTOWERS@MFLEX.COMContact email: (714) 985-9820Contact telephone: USContact country: ANAHEIM, CA 92806 N. DYNAMICS STREETContact address: KEN STOWERSContact: ANAHEIM, CA 92806 E. CORONADO STREETMailing address: CAD981576150EPA ID: ANAHEIM, CA 92806 1301 N. DYNAMICS STREETFacility address: M-FLEX, INC.Facility name: 06/03/2010Date form received by agency: RCRA-LQG: 4012 ft. 0.760 mi.CA WDS Relative: Lower Actual: 226 ft. 1/2-1 CA EMIANAHEIM, CA 92806 WNW CA ENVIROSTOR1301 N. DYNAMICS STREET CAD981576150 99 RCRA-LQGM-FLEX, INC.1000411260 TC4702912.2s Page 318 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: J C TU PRESIDENTOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: 01/10/2009Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (714) 985-9820Owner/operator telephone: Not reportedOwner/operator country: ANAHEIM, CA 92806 E. CORONADO STREETOwner/operator address: M-FLEX, INCOwner/operator name: Not reportedOwner/Op end date: 01/01/2009Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: Not reportedOwner/operator country: Not reported Not reportedOwner/operator address: M-FLEXOwner/operator name: Owner/Operator Summary: 100 kg of that material at any time hazardous waste during any calendar month, and accumulates more than from the cleanup of a spill, into or on any land or water, of acutely of any residue or contaminated soil, waste or other debris resulting kg of acutely hazardous waste at any time; or generates 100 kg or less hazardous waste during any calendar month, and accumulates more than 1 M-FLEX, INC. (Continued)1000411260 TC4702912.2s Page 319 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 02/17/2006Date form received by agency: LEAD. Waste name: D008. Waste code: CHROMIUM. Waste name: D007. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: Large Quantity GeneratorClassification: M-FLEX, INC.Site name: 05/05/2008Date form received by agency: Historical Generators: LEAD. Waste name: D008. Waste code: CHROMIUM. Waste name: D007. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: 792. Waste name: 792. Waste code: 331. Waste name: 331. Waste code: 221. Waste name: 221. Waste code: 181. Waste name: 181. Waste code: 134. Waste name: 134. Waste code: 121. Waste name: 121. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: M-FLEX, INC. (Continued)1000411260 TC4702912.2s Page 320 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation D001. Waste code: Large Quantity GeneratorClassification: M-FLEX, INC.Site name: 02/11/2002Date form received by agency: SPENT CYANIDE PLATING BATH SOLUTIONS FROM ELECTROPLATING OPERATIONS.. Waste name: F007. Waste code: SILVER. Waste name: D011. Waste code: CHROMIUM. Waste name: D007. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: Large Quantity GeneratorClassification: M-FLEX, INCSite name: 02/17/2004Date form received by agency: SILVER. Waste name: D011. Waste code: LEAD. Waste name: D008. Waste code: CHROMIUM. Waste name: D007. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: 724. Waste name: 724. Waste code: 352. Waste name: 352. Waste code: 331. Waste name: 331. Waste code: 181. Waste name: 181. Waste code: 131. Waste name: 131. Waste code: 121. Waste name: 121. Waste code: Large Quantity GeneratorClassification: M-FLEX, INCSite name: M-FLEX, INC. (Continued)1000411260 TC4702912.2s Page 321 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WRITTEN INFORMAL Enforcement action: EPAViolation lead agency: 02/23/2006Date achieved compliance: 10/17/2005Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: Not reported Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: Not reported Enforcement action date: Not reported Enforcement action: StateViolation lead agency: Not reportedDate achieved compliance: 06/19/2008Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Facility Has Received Notices of Violations: Large Quantity GeneratorClassification: MULTI FINELINE ELECTRONIX INCSite name: 11/21/1986Date form received by agency: Large Quantity GeneratorClassification: MULTI FINELINE ELECTRONIX INCSite name: 02/26/1992Date form received by agency: Large Quantity GeneratorClassification: MULTI FINELINE ELETRONIX INC.Site name: 03/15/1994Date form received by agency: Large Quantity GeneratorClassification: MULTI FINELINE ELECTRONIX INC.Site name: 02/15/1996Date form received by agency: Large Quantity GeneratorClassification: MULTI FINELINE ELECTRONIX INCSite name: 09/01/1996Date form received by agency: Large Quantity GeneratorClassification: M-FLEX, INC.Site name: 03/04/1999Date form received by agency: Large Quantity GeneratorClassification: M-FLEX, INC.Site name: 10/12/2000Date form received by agency: TETRACHLOROETHYLENE. Waste name: D039. Waste code: SILVER. Waste name: D011. Waste code: IGNITABLE WASTE. Waste name: M-FLEX, INC. (Continued)1000411260 TC4702912.2s Page 322 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 07/27/1994Evaluation date: State Contractor/GranteeEvaluation lead agency: 09/25/2003Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 09/09/2003Evaluation date: EPAEvaluation lead agency: 02/23/2006Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 10/17/2005Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 06/19/2008Evaluation date: Evaluation Action Summary: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 09/25/2003 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 09/25/2003Date achieved compliance: 09/09/2003Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: EPA Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 11/08/2005 Enforcement action date: Not reported Enforcement action: EPAViolation lead agency: 02/23/2006Date achieved compliance: 10/17/2005Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: EPA Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 12/14/2005 Enforcement action date: M-FLEX, INC. (Continued)1000411260 TC4702912.2s Page 323 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 30County Code: 1990Year: EMI: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 71002878Alias Name: EPA (FRS #)Alias Type: 110009537581Alias Name: EPA Identification NumberAlias Type: CAD981576150Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.8524Longitude: 33.86030Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: Robert SengaSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: 1Acres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: Not reportedSite Code: 07/08/2015Status Date: Refer: Local AgencyStatus: 71002878Facility ID: ENVIROSTOR: State Contractor/GranteeEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: M-FLEX, INC. (Continued)1000411260 TC4702912.2s Page 324 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3699SIC Code: SCAir District Name: 51779Facility ID: SCAir Basin: 30County Code: 2004Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 8Reactive Organic Gases Tons/Yr: 9Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3699SIC Code: SCAir District Name: 51779Facility ID: SCAir Basin: 30County Code: 2003Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 8Reactive Organic Gases Tons/Yr: 9Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3699SIC Code: SCAir District Name: 51779Facility ID: SCAir Basin: 30County Code: 2002Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 0Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3699SIC Code: SCAir District Name: 51779Facility ID: SCAir Basin: M-FLEX, INC. (Continued)1000411260 TC4702912.2s Page 325 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 4.08Reactive Organic Gases Tons/Yr: 4.145095348174074269Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3699SIC Code: SCAir District Name: 51779Facility ID: SCAir Basin: 30County Code: 2007Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 4.08Reactive Organic Gases Tons/Yr: 4.145095348174074269Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3699SIC Code: SCAir District Name: 51779Facility ID: SCAir Basin: 30County Code: 2006Year: .00034321847Part. Matter 10 Micrometers and Smllr Tons/Yr: .001806413Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 7.28760194Reactive Organic Gases Tons/Yr: 7.40402Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3699SIC Code: SCAir District Name: 51779Facility ID: SCAir Basin: 30County Code: 2005Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 8.45Reactive Organic Gases Tons/Yr: 8.540774Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: M-FLEX, INC. (Continued)1000411260 TC4702912.2s Page 326 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation dairy waste ponds. dischargers having waste storage systems with land disposal such as disposal systems, such as septic systems with subsurface disposal, or management practices, facilities with passive waste treatment and cooling water dischargers or thosewho must comply through best Category C - Facilities having no waste treatment systems, such asComplexity: represent no threat to water quality. Level. A Zero (0) may be used to code those NURDS that are found to considered a minor threat to water quality unless coded at a higher to a major or minor threat. Not: All nurds without a TTWQ will be should cause a relatively minor impairment of beneficial uses compared Minor Threat to Water Quality. A violation of a regional board orderTreat To Water: Not reportedPOTW: Not reportedReclamation: 0Baseline Flow: 0Design Flow: Not reportedSecondary Waste Type: Not reportedSecondary Waste: inorganic salts and heavy metals) are included in this category. Hardness, TRF, Chloride). ’Manageable’ hazardous wastes (E.G., water quality because of their high concentrations (E.G., BOD, Designated/Influent or Solid Wastes that pose a significant threat toPrimary Waste Type: Stormwater RunoffWaste2: Not reportedWaste Type2: STORMSPrimary Waste: inorganic salts and heavy metals) are included in this category. Hardness, TRF, Chloride). ’Manageable’ hazardous wastes (E.G., water quality because of their high concentrations (E.G., BOD, Designated/Influent or Solid Wastes that pose a significant threat toPrimary Waste Type: Not reportedSIC Code 2: 3672SIC Code: PrivateAgency Type: 7149961248Agency Telephone: HENRY LIAgency Contact: ANAHEIM 92806Agency City,St,Zip: 1301 N DYNAMICS STAgency Address: M-FLEX INCAgency Name: HENRY LIFacility Contact: 7149961248Facility Telephone: 8Subregion: are assigned by the Regional Board CAS000001 The 1st 2 characters designate the state. The remaining 7NPDES Number: under Waste Discharge Requirements. Active - Any facility with a continuous or seasonal discharge that isFacility Status: pumping. repairing, oil production, storage and disposal operations, water washing, geothermal operations, air conditioning, ship building and processing operation of whatever nature, including mining, gravel semisolid wastes from any servicing, producing, manufacturing or Industrial - Facility that treats and/or disposes of liquid orFacility Type: Santa Ana River 30I003530Facility ID: WDS: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: M-FLEX, INC. (Continued)1000411260 TC4702912.2s Page 327 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PROJECT WIDEFuture Area Name: Not reportedComments: 12/15/2015Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 05/29/2015Completed Date: PA/SI ReassessmentCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Fully Executed Agreement sent by certified mail.Comments: 05/20/2008Completed Date: Consent AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 60001804Alias Name: Project Code (Site Code)Alias Type: 510170Alias Name: EPA Identification NumberAlias Type: CAD079553079Alias Name: SOILPotential Description: NONE SPECIFIEDConfirmed COC: Chromium III Copper and compounds Nickel ZincPotential COC: METAL FINISHING, METAL PLATING - OTHERPast Use: NONE SPECIFIEDAPN: -117.8514Longitude: 33.86530Latitude: Responsible PartyFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 72, 68Assembly: Cleanup CypressDivision Branch: Robert SengaSupervisor: Anantaramam PeddadaProgram Manager: SMBRPLead Agency: SMBRPRegulatory Agencies: NONPL: 0.5Acres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: 510170Site Code: 05/20/2008Status Date: ActiveStatus: 60001804Facility ID: ENVIROSTOR: 4907 ft. Site 1 of 2 in cluster U 0.929 mi. Relative: Lower Actual: 230 ft. 1/2-1 ANAHEIM, CA 92806 NW 1501 NORTH MILLER STREET N/A U100 CA ENVIROSTORFORMER S & S POLISHING AND PLATING S112205475 TC4702912.2s Page 328 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: 06/22/2016Schedule Due Date: CEQA - Initial Study/ Neg. DeclarationSchedule Document Type: Not reportedSchedule Sub Area Name: PROJECT WIDESchedule Area Name: Not reportedSchedule Revised Date: 05/13/2016Schedule Due Date: Fact SheetsSchedule Document Type: Not reportedSchedule Sub Area Name: PROJECT WIDESchedule Area Name: Not reportedSchedule Revised Date: 04/08/2016Schedule Due Date: Public NoticeSchedule Document Type: Not reportedSchedule Sub Area Name: PROJECT WIDESchedule Area Name: Not reportedSchedule Revised Date: 05/13/2016Schedule Due Date: Community ProfileSchedule Document Type: Not reportedSchedule Sub Area Name: PROJECT WIDESchedule Area Name: Not reportedSchedule Revised Date: 06/12/2016Schedule Due Date: Removal Action WorkplanSchedule Document Type: Not reportedSchedule Sub Area Name: PROJECT WIDESchedule Area Name: 2017Future Due Date: Land Use RestrictionFuture Document Type: Not reportedFuture Sub Area Name: PROJECT WIDEFuture Area Name: 2016Future Due Date: Removal Action Completion ReportFuture Document Type: Not reportedFuture Sub Area Name: FORMER S & S POLISHING AND PLATING (Continued) S112205475 NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: Not reportedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: 400275Site Code: 12/14/2001Status Date: No Further ActionStatus: 71002594Facility ID: ENVIROSTOR: 5077 ft. Site 2 of 2 in cluster U 0.962 mi. Relative: Lower Actual: 227 ft. 1/2-1 ANAHEIM, CA 92806 NW CA Orange Co. Industrial Site1503 N. MILLER N/A U101 CA ENVIROSTORS & S POLISHING & PLATING, INC.S100943935 TC4702912.2s Page 329 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedComments: 03/21/2004Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 03/21/2004Completed Date: Preliminary Endangerment Assessment WorkplanCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 12/14/2001Completed Date: Phase 1Completed Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 01/21/2003Completed Date: Consent AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 12/14/2001Completed Date: Phase I VerificationCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 01/21/2003Completed Date: Consent AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 03/21/2004Completed Date: Site Inspections/Visit (Non LUR)Completed Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 71002594Alias Name: Project Code (Site Code)Alias Type: 400275Alias Name: EPA Identification NumberAlias Type: CAD079553079Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.8510Longitude: 33.86528Latitude: Not reportedFunding: S & S POLISHING & PLATING, INC. (Continued) S100943935 TC4702912.2s Page 330 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 11/09/2010Completed Date: PA/SI ReassessmentCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 60000570Alias Name: Project Code (Site Code)Alias Type: 400725Alias Name: EPA (FRS #)Alias Type: 110000481041Alias Name: SOILPotential Description: NONE SPECIFIEDConfirmed COC: Sulfuric Acid Chromium III Chromium VI Copper and compounds Nickel Nitric AcidPotential COC: METAL PLATING - CHROME, METAL PLATING - OTHERPast Use: NONE SPECIFIEDAPN: -117.85Longitude: 33.8635Latitude: EPA GrantFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: EPA - PASISpecial Program: 37Senate: 68Assembly: Cleanup CypressDivision Branch: Manny AlonzoSupervisor: Not reportedProgram Manager: US EPALead Agency: SMBRP, US EPARegulatory Agencies: NONPL: 0.5Acres: EvaluationSite Type Detailed: EvaluationSite Type: 400725Site Code: 01/11/2011Status Date: Inactive - Needs EvaluationStatus: 60000570Facility ID: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: S & S POLISHING & PLATING, INC. (Continued)S100943935 TC4702912.2s Page 331 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PLATING WASTE - NICKELReleased Chemical: Closed pre 1994, file review required to determine closure typeClosure Type: CLOSED 1/8/1993Current Status: RO0000194Record ID: 89IC002Case ID: Orange Co. Industrial Site: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: S & S POLISHING & PLATING, INC. (Continued) S100943935 TC4702912.2s Page 332 OR P H A N S U M M A R Y Ci t y ED R I D Si t e N a m e Si t e A d d r e s s Zip Database(s) Co u n t : 1 r e c o r d s . OR A N G E S1 0 5 6 9 6 1 8 3 TO S C O - 7 6 # 5 5 1 4 27 5 6 T U S T I N 92867 CA LUST TC 4 7 0 2 9 1 2 . 2 s P a g e 3 3 3 To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 03/07/2016 Date Data Arrived at EDR: 04/05/2016 Date Made Active in Reports: 04/15/2016 Number of Days to Update: 10 Source: EPA Telephone: N/A Last EDR Contact: 07/07/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone: 214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone: 913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone: 303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone: 415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 03/07/2016 Date Data Arrived at EDR: 04/05/2016 Date Made Active in Reports: 04/15/2016 Number of Days to Update: 10 Source: EPA Telephone: N/A Last EDR Contact: 07/07/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/15/1991 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: 202-564-4267 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned TC4702912.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal Delisted NPL site list Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 03/07/2016 Date Data Arrived at EDR: 04/05/2016 Date Made Active in Reports: 04/15/2016 Number of Days to Update: 10 Source: EPA Telephone: N/A Last EDR Contact: 07/07/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Quarterly Federal CERCLIS list FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version: 11/13/2015 Date Data Arrived at EDR: 01/06/2016 Date Made Active in Reports: 05/20/2016 Number of Days to Update: 135 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 07/06/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Varies SEMS: Superfund Enterprise Management System SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA’s Superfund Program across the United States. The list was formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 03/07/2016 Date Data Arrived at EDR: 04/05/2016 Date Made Active in Reports: 04/15/2016 Number of Days to Update: 10 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 07/22/2016 Next Scheduled EDR Contact: 10/31/2016 Data Release Frequency: Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC4702912.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site. Date of Government Version: 03/07/2016 Date Data Arrived at EDR: 04/05/2016 Date Made Active in Reports: 04/15/2016 Number of Days to Update: 10 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 07/22/2016 Next Scheduled EDR Contact: 10/31/2016 Data Release Frequency: Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 12/09/2015 Date Data Arrived at EDR: 03/02/2016 Date Made Active in Reports: 04/05/2016 Number of Days to Update: 34 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 06/30/2016 Next Scheduled EDR Contact: 10/10/2016 Data Release Frequency: Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 12/09/2015 Date Data Arrived at EDR: 03/02/2016 Date Made Active in Reports: 04/05/2016 Number of Days to Update: 34 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 06/30/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Quarterly Federal RCRA generators list RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 12/09/2015 Date Data Arrived at EDR: 03/02/2016 Date Made Active in Reports: 04/05/2016 Number of Days to Update: 34 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 06/30/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Quarterly TC4702912.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 12/09/2015 Date Data Arrived at EDR: 03/02/2016 Date Made Active in Reports: 04/05/2016 Number of Days to Update: 34 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 06/30/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Quarterly RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 12/09/2015 Date Data Arrived at EDR: 03/02/2016 Date Made Active in Reports: 04/05/2016 Number of Days to Update: 34 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 06/30/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Varies Federal institutional controls / engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 05/28/2015 Date Data Arrived at EDR: 05/29/2015 Date Made Active in Reports: 06/11/2015 Number of Days to Update: 13 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 08/12/2016 Next Scheduled EDR Contact: 11/28/2016 Data Release Frequency: Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 09/10/2015 Date Data Arrived at EDR: 09/11/2015 Date Made Active in Reports: 11/03/2015 Number of Days to Update: 53 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 05/25/2016 Next Scheduled EDR Contact: 09/12/2016 Data Release Frequency: Varies US INST CONTROL: Sites with Institutional Controls A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 09/10/2015 Date Data Arrived at EDR: 09/11/2015 Date Made Active in Reports: 11/03/2015 Number of Days to Update: 53 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 05/25/2016 Next Scheduled EDR Contact: 09/12/2016 Data Release Frequency: Varies TC4702912.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 03/28/2016 Date Data Arrived at EDR: 03/30/2016 Date Made Active in Reports: 05/20/2016 Number of Days to Update: 51 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 06/28/2016 Next Scheduled EDR Contact: 10/10/2016 Data Release Frequency: Annually State- and tribal - equivalent NPL RESPONSE: State Response Sites Identifies confirmed release sites where DTSC is involved in remediation, either in a lead or oversight capacity. These confirmed release sites are generally high-priority and high potential risk. Date of Government Version: 05/02/2016 Date Data Arrived at EDR: 05/04/2016 Date Made Active in Reports: 06/21/2016 Number of Days to Update: 48 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 08/02/2016 Next Scheduled EDR Contact: 11/14/2016 Data Release Frequency: Quarterly State- and tribal - equivalent CERCLIS ENVIROSTOR: EnviroStor Database The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. Date of Government Version: 05/02/2016 Date Data Arrived at EDR: 05/04/2016 Date Made Active in Reports: 06/21/2016 Number of Days to Update: 48 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 08/02/2016 Next Scheduled EDR Contact: 11/14/2016 Data Release Frequency: Quarterly State and tribal landfill and/or solid waste disposal site lists SWF/LF (SWIS): Solid Waste Information System Active, Closed and Inactive Landfills. SWF/LF records typically contain an inve ntory of solid waste disposal facilities or landfills. These may be active or i nactive facilities or open dumps that failed to meet RCRA Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 05/16/2016 Date Data Arrived at EDR: 05/18/2016 Date Made Active in Reports: 06/21/2016 Number of Days to Update: 34 Source: Department of Resources Recycling and Recovery Telephone: 916-341-6320 Last EDR Contact: 08/16/2016 Next Scheduled EDR Contact: 11/28/2016 Data Release Frequency: Quarterly State and tribal leaking storage tank lists TC4702912.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LUST REG 5: Leaking Underground Storage Tank Database Leaking Underground Storage Tank locations. Alameda, Alpine, Amador, Butte, Colusa, Contra Costa, Calveras, El Dorado, Fresno, Glenn, Kern, Kings, Lake, Lassen, Madera, Mariposa, Merced, Modoc, Napa, Nevada, Placer, Plumas, Sacramento, San Joaquin, Shasta, Solano, Stanislaus, Sutter, Tehama, Tulare, Tuolumne, Yolo, Yuba counties. Date of Government Version: 07/01/2008 Date Data Arrived at EDR: 07/22/2008 Date Made Active in Reports: 07/31/2008 Number of Days to Update: 9 Source: California Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-4834 Last EDR Contact: 07/01/2011 Next Scheduled EDR Contact: 10/17/2011 Data Release Frequency: No Update Planned LUST REG 9: Leaking Underground Storage Tank Report Orange, Riverside, San Diego counties. For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 03/01/2001 Date Data Arrived at EDR: 04/23/2001 Date Made Active in Reports: 05/21/2001 Number of Days to Update: 28 Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-637-5595 Last EDR Contact: 09/26/2011 Next Scheduled EDR Contact: 01/09/2012 Data Release Frequency: No Update Planned LUST REG 8: Leaking Underground Storage Tanks California Regional Water Quality Control Board Santa Ana Region (8). For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 02/14/2005 Date Data Arrived at EDR: 02/15/2005 Date Made Active in Reports: 03/28/2005 Number of Days to Update: 41 Source: California Regional Water Quality Control Board Santa Ana Region (8) Telephone: 909-782-4496 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: Varies LUST REG 7: Leaking Underground Storage Tank Case Listing Leaking Underground Storage Tank locations. Imperial, Riverside, San Diego, Santa Barbara counties. Date of Government Version: 02/26/2004 Date Data Arrived at EDR: 02/26/2004 Date Made Active in Reports: 03/24/2004 Number of Days to Update: 27 Source: California Regional Water Quality Control Board Colorado River Basin Region (7) Telephone: 760-776-8943 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned LUST REG 6V: Leaking Underground Storage Tank Case Listing Leaking Underground Storage Tank locations. Inyo, Kern, Los Angeles, Mono, San Bernardino counties. Date of Government Version: 06/07/2005 Date Data Arrived at EDR: 06/07/2005 Date Made Active in Reports: 06/29/2005 Number of Days to Update: 22 Source: California Regional Water Quality Control Board Victorville Branch Office (6) Telephone: 760-241-7365 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: No Update Planned LUST REG 6L: Leaking Underground Storage Tank Case Listing For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 09/09/2003 Date Data Arrived at EDR: 09/10/2003 Date Made Active in Reports: 10/07/2003 Number of Days to Update: 27 Source: California Regional Water Quality Control Board Lahontan Region (6) Telephone: 530-542-5572 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: No Update Planned LUST: Geotracker’s Leaking Underground Fuel Tank Report Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the information stored varies by state. For more information on a particular leaking underground storage tank sites, please contact the appropriate regulatory agency. TC4702912.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 06/13/2016 Date Data Arrived at EDR: 06/14/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 56 Source: State Water Resources Control Board Telephone: see region list Last EDR Contact: 06/14/2016 Next Scheduled EDR Contact: 09/26/2016 Data Release Frequency: Quarterly LUST REG 4: Underground Storage Tank Leak List Los Angeles, Ventura counties. For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 09/07/2004 Date Data Arrived at EDR: 09/07/2004 Date Made Active in Reports: 10/12/2004 Number of Days to Update: 35 Source: California Regional Water Quality Control Board Los Angeles Region (4) Telephone: 213-576-6710 Last EDR Contact: 09/06/2011 Next Scheduled EDR Contact: 12/19/2011 Data Release Frequency: No Update Planned LUST REG 3: Leaking Underground Storage Tank Database Leaking Underground Storage Tank locations. Monterey, San Benito, San Luis Obispo, Santa Barbara, Santa Cruz counties. Date of Government Version: 05/19/2003 Date Data Arrived at EDR: 05/19/2003 Date Made Active in Reports: 06/02/2003 Number of Days to Update: 14 Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-542-4786 Last EDR Contact: 07/18/2011 Next Scheduled EDR Contact: 10/31/2011 Data Release Frequency: No Update Planned LUST REG 2: Fuel Leak List Leaking Underground Storage Tank locations. Alameda, Contra Costa, Marin, Napa, San Francisco, San Mateo, Santa Clara, Solano, Sonoma counties. Date of Government Version: 09/30/2004 Date Data Arrived at EDR: 10/20/2004 Date Made Active in Reports: 11/19/2004 Number of Days to Update: 30 Source: California Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510-622-2433 Last EDR Contact: 09/19/2011 Next Scheduled EDR Contact: 01/02/2012 Data Release Frequency: Quarterly LUST REG 1: Active Toxic Site Investigation Del Norte, Humboldt, Lake, Mendocino, Modoc, Siskiyou, Sonoma, Trinity counties. For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 02/01/2001 Date Data Arrived at EDR: 02/28/2001 Date Made Active in Reports: 03/29/2001 Number of Days to Update: 29 Source: California Regional Water Quality Control Board North Coast (1) Telephone: 707-570-3769 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 12/11/2015 Date Data Arrived at EDR: 02/19/2016 Date Made Active in Reports: 06/03/2016 Number of Days to Update: 105 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Varies INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 10/09/2015 Date Data Arrived at EDR: 02/12/2016 Date Made Active in Reports: 06/03/2016 Number of Days to Update: 112 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Varies TC4702912.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 10/13/2015 Date Data Arrived at EDR: 10/23/2015 Date Made Active in Reports: 02/18/2016 Number of Days to Update: 118 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Quarterly INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 02/25/2016 Date Data Arrived at EDR: 04/27/2016 Date Made Active in Reports: 06/03/2016 Number of Days to Update: 37 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Quarterly INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 01/07/2016 Date Data Arrived at EDR: 01/08/2016 Date Made Active in Reports: 02/18/2016 Number of Days to Update: 41 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Quarterly INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 10/27/2015 Date Data Arrived at EDR: 10/29/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 67 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 07/29/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 02/17/2016 Date Data Arrived at EDR: 04/27/2016 Date Made Active in Reports: 06/03/2016 Number of Days to Update: 37 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Varies INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 02/05/2016 Date Data Arrived at EDR: 04/29/2016 Date Made Active in Reports: 06/03/2016 Number of Days to Update: 35 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 07/26/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Semi-Annually SLIC: Statewide SLIC Cases The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 06/13/2016 Date Data Arrived at EDR: 06/14/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 56 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 06/14/2016 Next Scheduled EDR Contact: 09/26/2016 Data Release Frequency: Varies TC4702912.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SLIC REG 1: Active Toxic Site Investigations The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 04/03/2003 Date Data Arrived at EDR: 04/07/2003 Date Made Active in Reports: 04/25/2003 Number of Days to Update: 18 Source: California Regional Water Quality Control Board, North Coast Region (1) Telephone: 707-576-2220 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned SLIC REG 2: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/30/2004 Date Data Arrived at EDR: 10/20/2004 Date Made Active in Reports: 11/19/2004 Number of Days to Update: 30 Source: Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510-286-0457 Last EDR Contact: 09/19/2011 Next Scheduled EDR Contact: 01/02/2012 Data Release Frequency: Quarterly SLIC REG 3: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 05/18/2006 Date Data Arrived at EDR: 05/18/2006 Date Made Active in Reports: 06/15/2006 Number of Days to Update: 28 Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-549-3147 Last EDR Contact: 07/18/2011 Next Scheduled EDR Contact: 10/31/2011 Data Release Frequency: Semi-Annually SLIC REG 4: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 11/17/2004 Date Data Arrived at EDR: 11/18/2004 Date Made Active in Reports: 01/04/2005 Number of Days to Update: 47 Source: Region Water Quality Control Board Los Angeles Region (4) Telephone: 213-576-6600 Last EDR Contact: 07/01/2011 Next Scheduled EDR Contact: 10/17/2011 Data Release Frequency: Varies SLIC REG 5: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 04/01/2005 Date Data Arrived at EDR: 04/05/2005 Date Made Active in Reports: 04/21/2005 Number of Days to Update: 16 Source: Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-3291 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: Semi-Annually SLIC REG 6V: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 05/24/2005 Date Data Arrived at EDR: 05/25/2005 Date Made Active in Reports: 06/16/2005 Number of Days to Update: 22 Source: Regional Water Quality Control Board, Victorville Branch Telephone: 619-241-6583 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: Semi-Annually TC4702912.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SLIC REG 6L: SLIC Sites The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/07/2004 Date Data Arrived at EDR: 09/07/2004 Date Made Active in Reports: 10/12/2004 Number of Days to Update: 35 Source: California Regional Water Quality Control Board, Lahontan Region Telephone: 530-542-5574 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned SLIC REG 7: SLIC List The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 11/24/2004 Date Data Arrived at EDR: 11/29/2004 Date Made Active in Reports: 01/04/2005 Number of Days to Update: 36 Source: California Regional Quality Control Board, Colorado River Basin Region Telephone: 760-346-7491 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned SLIC REG 8: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 04/03/2008 Date Data Arrived at EDR: 04/03/2008 Date Made Active in Reports: 04/14/2008 Number of Days to Update: 11 Source: California Region Water Quality Control Board Santa Ana Region (8) Telephone: 951-782-3298 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: Semi-Annually SLIC REG 9: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/10/2007 Date Data Arrived at EDR: 09/11/2007 Date Made Active in Reports: 09/28/2007 Number of Days to Update: 17 Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-467-2980 Last EDR Contact: 08/08/2011 Next Scheduled EDR Contact: 11/21/2011 Data Release Frequency: Annually State and tribal registered storage tank lists FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 01/01/2010 Date Data Arrived at EDR: 02/16/2010 Date Made Active in Reports: 04/12/2010 Number of Days to Update: 55 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 07/07/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: Varies UST: Active UST Facilities Active UST facilities gathered from the local regulatory agencies Date of Government Version: 06/13/2016 Date Data Arrived at EDR: 06/14/2016 Date Made Active in Reports: 08/08/2016 Number of Days to Update: 55 Source: SWRCB Telephone: 916-341-5851 Last EDR Contact: 06/14/2016 Next Scheduled EDR Contact: 09/26/2016 Data Release Frequency: Semi-Annually TC4702912.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING AST: Aboveground Petroleum Storage Tank Facilities A listing of aboveground storage tank petroleum storage tank locations. Date of Government Version: 08/01/2009 Date Data Arrived at EDR: 09/10/2009 Date Made Active in Reports: 10/01/2009 Number of Days to Update: 21 Source: California Environmental Protection Agency Telephone: 916-327-5092 Last EDR Contact: 07/07/2016 Next Scheduled EDR Contact: 10/10/2016 Data Release Frequency: Quarterly INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). Date of Government Version: 01/07/2016 Date Data Arrived at EDR: 01/08/2016 Date Made Active in Reports: 02/18/2016 Number of Days to Update: 41 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Quarterly INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). Date of Government Version: 02/25/2016 Date Data Arrived at EDR: 04/27/2016 Date Made Active in Reports: 06/03/2016 Number of Days to Update: 37 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Quarterly INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). Date of Government Version: 01/26/2016 Date Data Arrived at EDR: 02/05/2016 Date Made Active in Reports: 06/03/2016 Number of Days to Update: 119 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Quarterly INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 09/23/2014 Date Data Arrived at EDR: 11/25/2014 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 65 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Varies INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). Date of Government Version: 10/20/2015 Date Data Arrived at EDR: 10/29/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 67 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 07/29/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Varies TC4702912.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations) Date of Government Version: 02/05/2016 Date Data Arrived at EDR: 04/29/2016 Date Made Active in Reports: 06/03/2016 Number of Days to Update: 35 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 07/26/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Semi-Annually INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 11/05/2015 Date Data Arrived at EDR: 11/13/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 52 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes). Date of Government Version: 12/03/2015 Date Data Arrived at EDR: 02/04/2016 Date Made Active in Reports: 06/03/2016 Number of Days to Update: 120 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Semi-Annually State and tribal voluntary cleanup sites INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version: 03/20/2008 Date Data Arrived at EDR: 04/22/2008 Date Made Active in Reports: 05/19/2008 Number of Days to Update: 27 Source: EPA, Region 7 Telephone: 913-551-7365 Last EDR Contact: 04/20/2009 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: Varies INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version: 07/27/2015 Date Data Arrived at EDR: 09/29/2015 Date Made Active in Reports: 02/18/2016 Number of Days to Update: 142 Source: EPA, Region 1 Telephone: 617-918-1102 Last EDR Contact: 07/01/2016 Next Scheduled EDR Contact: 10/10/2016 Data Release Frequency: Varies VCP: Voluntary Cleanup Program Properties Contains low threat level properties with either confirmed or unconfirmed releases and the project proponents have request that DTSC oversee investigation and/or cleanup activities and have agreed to provide coverage for DTSC’s costs. Date of Government Version: 05/02/2016 Date Data Arrived at EDR: 05/04/2016 Date Made Active in Reports: 06/21/2016 Number of Days to Update: 48 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 08/02/2016 Next Scheduled EDR Contact: 11/14/2016 Data Release Frequency: Quarterly TC4702912.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING State and tribal Brownfields sites BROWNFIELDS: Considered Brownfieds Sites Listing A listing of sites the SWRCB considers to be Brownfields since these are sites have come to them through the MOA Process. Date of Government Version: 02/29/2016 Date Data Arrived at EDR: 03/07/2016 Date Made Active in Reports: 05/04/2016 Number of Days to Update: 58 Source: State Water Resources Control Board Telephone: 916-323-7905 Last EDR Contact: 06/15/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: Varies ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. Date of Government Version: 03/21/2016 Date Data Arrived at EDR: 03/22/2016 Date Made Active in Reports: 07/13/2016 Number of Days to Update: 113 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 06/22/2016 Next Scheduled EDR Contact: 10/03/2016 Data Release Frequency: Semi-Annually Local Lists of Landfill / Solid Waste Disposal Sites WMUDS/SWAT: Waste Management Unit Database Waste Management Unit Database System. WMUDS is used by the State Water Resources Control Board staff and the Regional Water Quality Control Boards for program tracking and inventory of waste management units. WMUDS is composed of the following databases: Facility Information, Scheduled Inspections Information, Waste Management Unit Information, SWAT Program Information, SWAT Report Summary Information, SWAT Report Summary Data, Chapter 15 (formerly Subchapter 15) Information, Chapter 15 Monitoring Parameters, TPCA Program Information, RCRA Program Information, Closure Information, and Interested Parties Information. Date of Government Version: 04/01/2000 Date Data Arrived at EDR: 04/10/2000 Date Made Active in Reports: 05/10/2000 Number of Days to Update: 30 Source: State Water Resources Control Board Telephone: 916-227-4448 Last EDR Contact: 08/03/2016 Next Scheduled EDR Contact: 11/21/2016 Data Release Frequency: No Update Planned SWRCY: Recycler Database A listing of recycling facilities in California. Date of Government Version: 06/13/2016 Date Data Arrived at EDR: 06/14/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 56 Source: Department of Conservation Telephone: 916-323-3836 Last EDR Contact: 06/14/2016 Next Scheduled EDR Contact: 09/26/2016 Data Release Frequency: Quarterly HAULERS: Registered Waste Tire Haulers Listing A listing of registered waste tire haulers. TC4702912.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 06/16/2016 Date Data Arrived at EDR: 06/16/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 54 Source: Integrated Waste Management Board Telephone: 916-341-6422 Last EDR Contact: 08/10/2016 Next Scheduled EDR Contact: 11/28/2016 Data Release Frequency: Varies INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 08/05/2016 Next Scheduled EDR Contact: 11/14/2016 Data Release Frequency: Varies DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 01/12/2009 Date Data Arrived at EDR: 05/07/2009 Date Made Active in Reports: 09/21/2009 Number of Days to Update: 137 Source: EPA, Region 9 Telephone: 415-947-4219 Last EDR Contact: 07/20/2016 Next Scheduled EDR Contact: 10/07/2016 Data Release Frequency: No Update Planned ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/09/2004 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Local Lists of Hazardous waste / Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. Date of Government Version: 05/04/2016 Date Data Arrived at EDR: 06/03/2016 Date Made Active in Reports: 07/13/2016 Number of Days to Update: 40 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 05/31/2016 Next Scheduled EDR Contact: 06/13/2016 Data Release Frequency: No Update Planned HIST CAL-SITES: Calsites Database The Calsites database contains potential or confirmed hazardous substance release properties. In 1996, California EPA reevaluated and significantly reduced the number of sites in the Calsites database. No longer updated by the state agency. It has been replaced by ENVIROSTOR. Date of Government Version: 08/08/2005 Date Data Arrived at EDR: 08/03/2006 Date Made Active in Reports: 08/24/2006 Number of Days to Update: 21 Source: Department of Toxic Substance Control Telephone: 916-323-3400 Last EDR Contact: 02/23/2009 Next Scheduled EDR Contact: 05/25/2009 Data Release Frequency: No Update Planned SCH: School Property Evaluation Program This category contains proposed and existing school sites that are being evaluated by DTSC for possible hazardous materials contamination. In some cases, these properties may be listed in the CalSites category depending on the level of threat to public health and safety or the environment they pose. TC4702912.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 05/02/2016 Date Data Arrived at EDR: 05/04/2016 Date Made Active in Reports: 06/21/2016 Number of Days to Update: 48 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 08/02/2016 Next Scheduled EDR Contact: 11/14/2016 Data Release Frequency: Quarterly CDL: Clandestine Drug Labs A listing of drug lab locations. Listing of a location in this database does not indicate that any illegal drug lab materials were or were not present there, and does not constitute a determination that the location either requires or does not require additional cleanup work. Date of Government Version: 12/31/2015 Date Data Arrived at EDR: 05/10/2016 Date Made Active in Reports: 06/17/2016 Number of Days to Update: 38 Source: Department of Toxic Substances Control Telephone: 916-255-6504 Last EDR Contact: 08/15/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: Varies TOXIC PITS: Toxic Pits Cleanup Act Sites Toxic PITS Cleanup Act Sites. TOXIC PITS identifies sites suspected of containing hazardous substances where cleanup has not yet been completed. Date of Government Version: 07/01/1995 Date Data Arrived at EDR: 08/30/1995 Date Made Active in Reports: 09/26/1995 Number of Days to Update: 27 Source: State Water Resources Control Board Telephone: 916-227-4364 Last EDR Contact: 01/26/2009 Next Scheduled EDR Contact: 04/27/2009 Data Release Frequency: No Update Planned US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 05/04/2016 Date Data Arrived at EDR: 06/03/2016 Date Made Active in Reports: 07/13/2016 Number of Days to Update: 40 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 05/31/2016 Next Scheduled EDR Contact: 09/12/2016 Data Release Frequency: Quarterly Local Lists of Registered Storage Tanks SWEEPS UST: SWEEPS UST Listing Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990’s. The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list. Date of Government Version: 06/01/1994 Date Data Arrived at EDR: 07/07/2005 Date Made Active in Reports: 08/11/2005 Number of Days to Update: 35 Source: State Water Resources Control Board Telephone: N/A Last EDR Contact: 06/03/2005 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned UST MENDOCINO: Mendocino County UST Database A listing of underground storage tank locations in Mendocino County. Date of Government Version: 06/07/2016 Date Data Arrived at EDR: 06/09/2016 Date Made Active in Reports: 06/23/2016 Number of Days to Update: 14 Source: Department of Public Health Telephone: 707-463-4466 Last EDR Contact: 06/01/2016 Next Scheduled EDR Contact: 09/12/2016 Data Release Frequency: Annually TC4702912.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING HIST UST: Hazardous Substance Storage Container Database The Hazardous Substance Storage Container Database is a historical listing of UST sites. Refer to local/county source for current data. Date of Government Version: 10/15/1990 Date Data Arrived at EDR: 01/25/1991 Date Made Active in Reports: 02/12/1991 Number of Days to Update: 18 Source: State Water Resources Control Board Telephone: 916-341-5851 Last EDR Contact: 07/26/2001 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned CA FID UST: Facility Inventory Database The Facility Inventory Database (FID) contains a historical listing of active and inactive underground storage tank locations from the State Water Resource Control Board. Refer to local/county source for current data. Date of Government Version: 10/31/1994 Date Data Arrived at EDR: 09/05/1995 Date Made Active in Reports: 09/29/1995 Number of Days to Update: 24 Source: California Environmental Protection Agency Telephone: 916-341-5851 Last EDR Contact: 12/28/1998 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Local Land Records LIENS: Environmental Liens Listing A listing of property locations with environmental liens for California where DTSC is a lien holder. Date of Government Version: 06/02/2016 Date Data Arrived at EDR: 06/07/2016 Date Made Active in Reports: 07/20/2016 Number of Days to Update: 43 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 06/02/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: Varies LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version: 02/18/2014 Date Data Arrived at EDR: 03/18/2014 Date Made Active in Reports: 04/24/2014 Number of Days to Update: 37 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 07/29/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Varies DEED: Deed Restriction Listing Site Mitigation and Brownfields Reuse Program Facility Sites with Deed Restrictions & Hazardous Waste Management Program Facility Sites with Deed / Land Use Restriction. The DTSC Site Mitigation and Brownfields Reuse Program (SMBRP) list includes sites cleaned up under the program’s oversight and generally does not include current or former hazardous waste facilities that required a hazardous waste facility permit. The list represents deed restrictions that are active. Some sites have multiple deed restrictions. The DTSC Hazardous Waste Management Program (HWMP) has developed a list of current or former hazardous waste facilities that have a recorded land use restriction at the local county recorder’s office. The land use restrictions on this list were required by the DTSC HWMP as a result of the presence of hazardous substances that remain on site after the facility (or part of the facility) has been closed or cleaned up. The types of land use restriction include deed notice, deed restriction, or a land use restriction that binds current and future owners. Date of Government Version: 06/06/2016 Date Data Arrived at EDR: 06/07/2016 Date Made Active in Reports: 07/20/2016 Number of Days to Update: 43 Source: DTSC and SWRCB Telephone: 916-323-3400 Last EDR Contact: 06/07/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: Semi-Annually Records of Emergency Release Reports TC4702912.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 06/24/2015 Date Data Arrived at EDR: 06/26/2015 Date Made Active in Reports: 09/02/2015 Number of Days to Update: 68 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 06/28/2016 Next Scheduled EDR Contact: 10/10/2016 Data Release Frequency: Annually CHMIRS: California Hazardous Material Incident Report System California Hazardous Material Incident Reporting System. CHMIRS contains information on reported hazardous material incidents (accidental releases or spills). Date of Government Version: 04/11/2016 Date Data Arrived at EDR: 04/27/2016 Date Made Active in Reports: 06/17/2016 Number of Days to Update: 51 Source: Office of Emergency Services Telephone: 916-845-8400 Last EDR Contact: 07/26/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Varies LDS: Land Disposal Sites Listing The Land Disposal program regulates of waste discharge to land for treatment, storage and disposal in waste management units. Date of Government Version: 06/13/2016 Date Data Arrived at EDR: 06/14/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 56 Source: State Water Qualilty Control Board Telephone: 866-480-1028 Last EDR Contact: 06/14/2016 Next Scheduled EDR Contact: 09/26/2016 Data Release Frequency: Quarterly MCS: Military Cleanup Sites Listing The State Water Resources Control Board and nine Regional Water Quality Control Boards partner with the Department of Defense (DoD) through the Defense and State Memorandum of Agreement (DSMOA) to oversee the investigation and remediation of water quality issues at military facilities. Date of Government Version: 06/13/2016 Date Data Arrived at EDR: 06/14/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 56 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 06/14/2016 Next Scheduled EDR Contact: 09/26/2016 Data Release Frequency: Quarterly SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically, they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 06/06/2012 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 02/22/2013 Number of Days to Update: 50 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Other Ascertainable Records RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. TC4702912.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/09/2015 Date Data Arrived at EDR: 03/02/2016 Date Made Active in Reports: 04/05/2016 Number of Days to Update: 34 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 06/30/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Varies FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 01/31/2015 Date Data Arrived at EDR: 07/08/2015 Date Made Active in Reports: 10/13/2015 Number of Days to Update: 97 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 06/10/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 11/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 07/15/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: Semi-Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 02/06/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 339 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 07/15/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. Date of Government Version: 03/07/2011 Date Data Arrived at EDR: 03/09/2011 Date Made Active in Reports: 05/02/2011 Number of Days to Update: 54 Source: Environmental Protection Agency Telephone: 615-532-8599 Last EDR Contact: 08/15/2016 Next Scheduled EDR Contact: 11/28/2016 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities. Date of Government Version: 09/01/2015 Date Data Arrived at EDR: 09/03/2015 Date Made Active in Reports: 11/03/2015 Number of Days to Update: 61 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 05/18/2016 Next Scheduled EDR Contact: 08/29/2016 Data Release Frequency: Quarterly TC4702912.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING EPA WATCH LIST: EPA WATCH LIST EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved. Date of Government Version: 08/30/2013 Date Data Arrived at EDR: 03/21/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 617-520-3000 Last EDR Contact: 08/08/2016 Next Scheduled EDR Contact: 11/21/2016 Data Release Frequency: Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version: 04/22/2013 Date Data Arrived at EDR: 03/03/2015 Date Made Active in Reports: 03/09/2015 Number of Days to Update: 6 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 05/12/2016 Next Scheduled EDR Contact: 08/22/2016 Data Release Frequency: Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2012 Date Data Arrived at EDR: 01/15/2015 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 14 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 06/24/2016 Next Scheduled EDR Contact: 10/03/2016 Data Release Frequency: Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 11/24/2015 Date Made Active in Reports: 04/05/2016 Number of Days to Update: 133 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 05/24/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. Date of Government Version: 12/31/2009 Date Data Arrived at EDR: 12/10/2010 Date Made Active in Reports: 02/25/2011 Number of Days to Update: 77 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 07/25/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Annually TC4702912.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 11/25/2013 Date Data Arrived at EDR: 12/12/2013 Date Made Active in Reports: 02/24/2014 Number of Days to Update: 74 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 06/07/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: Annually RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur. Date of Government Version: 08/01/2015 Date Data Arrived at EDR: 08/26/2015 Date Made Active in Reports: 11/03/2015 Number of Days to Update: 69 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 07/25/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/1995 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: 06/02/2008 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 10/25/2013 Date Data Arrived at EDR: 10/17/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 3 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 08/12/2016 Next Scheduled EDR Contact: 11/21/2016 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities. Date of Government Version: 07/01/2014 Date Data Arrived at EDR: 10/15/2014 Date Made Active in Reports: 11/17/2014 Number of Days to Update: 33 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 07/15/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: Annually TC4702912.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 01/23/2015 Date Data Arrived at EDR: 02/06/2015 Date Made Active in Reports: 03/09/2015 Number of Days to Update: 31 Source: Environmental Protection Agency Telephone: 202-564-5088 Last EDR Contact: 07/07/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: Quarterly FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667 Last EDR Contact: 05/20/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Quarterly FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 05/20/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Quarterly MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 03/07/2016 Date Data Arrived at EDR: 03/18/2016 Date Made Active in Reports: 04/15/2016 Number of Days to Update: 28 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 09/05/2016 Next Scheduled EDR Contact: 11/21/2016 Data Release Frequency: Quarterly COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 08/07/2009 Date Made Active in Reports: 10/22/2009 Number of Days to Update: 76 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 06/09/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version: 07/01/2014 Date Data Arrived at EDR: 09/10/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 06/10/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: Varies TC4702912.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 02/01/2011 Date Data Arrived at EDR: 10/19/2011 Date Made Active in Reports: 01/10/2012 Number of Days to Update: 83 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 07/29/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Varies RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. Date of Government Version: 07/07/2015 Date Data Arrived at EDR: 07/09/2015 Date Made Active in Reports: 09/16/2015 Number of Days to Update: 69 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 07/07/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2008 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 07/31/2012 Date Data Arrived at EDR: 08/07/2012 Date Made Active in Reports: 09/18/2012 Number of Days to Update: 42 Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595 Last EDR Contact: 08/02/2016 Next Scheduled EDR Contact: 11/14/2016 Data Release Frequency: Varies CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. TC4702912.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 04/17/2015 Date Made Active in Reports: 06/02/2015 Number of Days to Update: 46 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 07/15/2016 Next Scheduled EDR Contact: 10/10/2016 Data Release Frequency: Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2013 Date Data Arrived at EDR: 02/24/2015 Date Made Active in Reports: 09/30/2015 Number of Days to Update: 218 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 05/27/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Biennially INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 12/08/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 34 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 07/15/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations. Date of Government Version: 03/11/2016 Date Data Arrived at EDR: 03/15/2016 Date Made Active in Reports: 06/03/2016 Number of Days to Update: 80 Source: Department of Energy Telephone: 202-586-3559 Last EDR Contact: 07/26/2016 Next Scheduled EDR Contact: 11/21/2016 Data Release Frequency: Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version: 09/14/2010 Date Data Arrived at EDR: 10/07/2011 Date Made Active in Reports: 03/01/2012 Number of Days to Update: 146 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 05/23/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 11/25/2014 Date Data Arrived at EDR: 11/26/2014 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 64 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 07/08/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust TC4702912.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. Date of Government Version: 10/20/2015 Date Data Arrived at EDR: 10/27/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 69 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 06/22/2016 Next Scheduled EDR Contact: 10/10/2016 Data Release Frequency: Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/20/2015 Date Data Arrived at EDR: 10/27/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 69 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 06/22/2016 Next Scheduled EDR Contact: 10/10/2016 Data Release Frequency: Annually US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 02/09/2016 Date Data Arrived at EDR: 03/02/2016 Date Made Active in Reports: 04/15/2016 Number of Days to Update: 44 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 06/02/2016 Next Scheduled EDR Contact: 09/12/2016 Data Release Frequency: Semi-Annually US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such as gold, silver, copper, zinc, and lead) metal mines in the United States. Date of Government Version: 12/05/2005 Date Data Arrived at EDR: 02/29/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 49 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 06/03/2016 Next Scheduled EDR Contact: 09/12/2016 Data Release Frequency: Varies US MINES 3: Active Mines & Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version: 04/14/2011 Date Data Arrived at EDR: 06/08/2011 Date Made Active in Reports: 09/13/2011 Number of Days to Update: 97 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 06/03/2016 Next Scheduled EDR Contact: 09/12/2016 Data Release Frequency: Varies TC4702912.2s Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 07/20/2015 Date Data Arrived at EDR: 09/09/2015 Date Made Active in Reports: 11/03/2015 Number of Days to Update: 55 Source: EPA Telephone: (415) 947-8000 Last EDR Contact: 06/08/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version: 03/01/2016 Date Data Arrived at EDR: 03/03/2016 Date Made Active in Reports: 04/05/2016 Number of Days to Update: 33 Source: Environmental Protection Agency Telephone: 202-564-0527 Last EDR Contact: 05/25/2016 Next Scheduled EDR Contact: 09/12/2016 Data Release Frequency: Varies UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 10/25/2015 Date Data Arrived at EDR: 01/29/2016 Date Made Active in Reports: 04/05/2016 Number of Days to Update: 67 Source: Department of Defense Telephone: 571-373-0407 Last EDR Contact: 06/20/2016 Next Scheduled EDR Contact: 10/03/2016 Data Release Frequency: Varies CA BOND EXP. PLAN: Bond Expenditure Plan Department of Health Services developed a site-specific expenditure plan as the basis for an appropriation of Hazardous Substance Cleanup Bond Act funds. It is not updated. Date of Government Version: 01/01/1989 Date Data Arrived at EDR: 07/27/1994 Date Made Active in Reports: 08/02/1994 Number of Days to Update: 6 Source: Department of Health Services Telephone: 916-255-2118 Last EDR Contact: 05/31/1994 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned CORTESE: "Cortese" Hazardous Waste & Substances Sites List The sites for the list are designated by the State Water Resource Control Board (LUST), the Integrated Waste Board (SWF/LS), and the Department of Toxic Substances Control (Cal-Sites). Date of Government Version: 03/28/2016 Date Data Arrived at EDR: 03/30/2016 Date Made Active in Reports: 05/09/2016 Number of Days to Update: 40 Source: CAL EPA/Office of Emergency Information Telephone: 916-323-3400 Last EDR Contact: 06/28/2016 Next Scheduled EDR Contact: 10/10/2016 Data Release Frequency: Quarterly DRYCLEANERS: Cleaner Facilities A list of drycleaner related facilities that have EPA ID numbers. These are facilities with certain SIC codes: power laundries, family and commercial; garment pressing and cleaner’s agents; linen supply; coin-operated laundries and cleaning; drycleaning plants, except rugs; carpet and upholster cleaning; industrial launderers; laundry and garment services. Date of Government Version: 02/08/2016 Date Data Arrived at EDR: 02/24/2016 Date Made Active in Reports: 04/01/2016 Number of Days to Update: 37 Source: Department of Toxic Substance Control Telephone: 916-327-4498 Last EDR Contact: 06/02/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: Annually TC4702912.2s Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING EMI: Emissions Inventory Data Toxics and criteria pollutant emissions data collected by the ARB and local air pollution agencies. Date of Government Version: 12/31/2015 Date Data Arrived at EDR: 06/22/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 48 Source: California Air Resources Board Telephone: 916-322-2990 Last EDR Contact: 06/22/2016 Next Scheduled EDR Contact: 10/03/2016 Data Release Frequency: Varies ENF: Enforcement Action Listing A listing of Water Board Enforcement Actions. Formal is everything except Oral/Verbal Communication, Notice of Violation, Expedited Payment Letter, and Staff Enforcement Letter. Date of Government Version: 05/25/2016 Date Data Arrived at EDR: 05/27/2016 Date Made Active in Reports: 07/20/2016 Number of Days to Update: 54 Source: State Water Resoruces Control Board Telephone: 916-445-9379 Last EDR Contact: 08/03/2016 Next Scheduled EDR Contact: 10/07/2016 Data Release Frequency: Varies Financial Assurance 1: Financial Assurance Information Listing Financial Assurance information Date of Government Version: 04/25/2016 Date Data Arrived at EDR: 04/29/2016 Date Made Active in Reports: 06/21/2016 Number of Days to Update: 53 Source: Department of Toxic Substances Control Telephone: 916-255-3628 Last EDR Contact: 07/20/2016 Next Scheduled EDR Contact: 10/07/2016 Data Release Frequency: Varies Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance information for solid waste facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay. Date of Government Version: 05/25/2016 Date Data Arrived at EDR: 06/01/2016 Date Made Active in Reports: 07/20/2016 Number of Days to Update: 49 Source: California Integrated Waste Management Board Telephone: 916-341-6066 Last EDR Contact: 08/10/2016 Next Scheduled EDR Contact: 11/28/2016 Data Release Frequency: Varies HAZNET: Facility and Manifest Data Facility and Manifest Data. The data is extracted from the copies of hazardous waste manifests received each year by the DTSC. The annual volume of manifests is typically 700,000 - 1,000,000 annually, representing approximately 350,000 - 500,000 shipments. Data are from the manifests submitted without correction, and therefore many contain some invalid values for data elements such as generator ID, TSD ID, waste category, and disposal method. This database begins with calendar year 1993. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 10/14/2015 Date Made Active in Reports: 12/11/2015 Number of Days to Update: 58 Source: California Environmental Protection Agency Telephone: 916-255-1136 Last EDR Contact: 07/15/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: Annually HIST CORTESE: Hazardous Waste & Substance Site List The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWF/LS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency. Date of Government Version: 04/01/2001 Date Data Arrived at EDR: 01/22/2009 Date Made Active in Reports: 04/08/2009 Number of Days to Update: 76 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 01/22/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned TC4702912.2s Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING HWP: EnviroStor Permitted Facilities Listing Detailed information on permitted hazardous waste facilities and corrective action ("cleanups") tracked in EnviroStor. Date of Government Version: 05/23/2016 Date Data Arrived at EDR: 05/25/2016 Date Made Active in Reports: 07/20/2016 Number of Days to Update: 56 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 05/25/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Quarterly HWT: Registered Hazardous Waste Transporter Database A listing of hazardous waste transporters. In California, unless specifically exempted, it is unlawful for any person to transport hazardous wastes unless the person holds a valid registration issued by DTSC. A hazardous waste transporter registration is valid for one year and is assigned a unique registration number. Date of Government Version: 04/11/2016 Date Data Arrived at EDR: 04/12/2016 Date Made Active in Reports: 06/01/2016 Number of Days to Update: 50 Source: Department of Toxic Substances Control Telephone: 916-440-7145 Last EDR Contact: 07/13/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: Quarterly MINES: Mines Site Location Listing A listing of mine site locations from the Office of Mine Reclamation. Date of Government Version: 06/13/2016 Date Data Arrived at EDR: 06/14/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 56 Source: Department of Conservation Telephone: 916-322-1080 Last EDR Contact: 06/14/2016 Next Scheduled EDR Contact: 09/26/2016 Data Release Frequency: Varies MWMP: Medical Waste Management Program Listing The Medical Waste Management Program (MWMP) ensures the proper handling and disposal of medical waste by permitting and inspecting medical waste Offsite Treatment Facilities (PDF) and Transfer Stations (PDF) throughout the state. MWMP also oversees all Medical Waste Transporters. Date of Government Version: 05/25/2016 Date Data Arrived at EDR: 06/07/2016 Date Made Active in Reports: 07/20/2016 Number of Days to Update: 43 Source: Department of Public Health Telephone: 916-558-1784 Last EDR Contact: 06/07/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: Varies NPDES: NPDES Permits Listing A listing of NPDES permits, including stormwater. Date of Government Version: 05/16/2016 Date Data Arrived at EDR: 05/18/2016 Date Made Active in Reports: 06/23/2016 Number of Days to Update: 36 Source: State Water Resources Control Board Telephone: 916-445-9379 Last EDR Contact: 08/16/2016 Next Scheduled EDR Contact: 11/28/2016 Data Release Frequency: Quarterly PEST LIC: Pesticide Regulation Licenses Listing A listing of licenses and certificates issued by the Department of Pesticide Regulation. The DPR issues licenses and/or certificates to: Persons and businesses that apply or sell pesticides; Pest control dealers and brokers; Persons who advise on agricultural pesticide applications. Date of Government Version: 06/06/2016 Date Data Arrived at EDR: 06/07/2016 Date Made Active in Reports: 07/20/2016 Number of Days to Update: 43 Source: Department of Pesticide Regulation Telephone: 916-445-4038 Last EDR Contact: 06/07/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: Quarterly TC4702912.2s Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING PROC: Certified Processors Database A listing of certified processors. Date of Government Version: 06/13/2016 Date Data Arrived at EDR: 06/14/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 56 Source: Department of Conservation Telephone: 916-323-3836 Last EDR Contact: 06/14/2016 Next Scheduled EDR Contact: 09/26/2016 Data Release Frequency: Quarterly NOTIFY 65: Proposition 65 Records Listings of all Proposition 65 incidents reported to counties by the State Water Resources Control Board and the Regional Water Quality Control Board. This database is no longer updated by the reporting agency. Date of Government Version: 09/10/2015 Date Data Arrived at EDR: 01/05/2016 Date Made Active in Reports: 02/12/2016 Number of Days to Update: 38 Source: State Water Resources Control Board Telephone: 916-445-3846 Last EDR Contact: 06/30/2016 Next Scheduled EDR Contact: 10/03/2016 Data Release Frequency: No Update Planned UIC: UIC Listing A listing of wells identified as underground injection wells, in the California Oil and Gas Wells database. Date of Government Version: 02/12/2016 Date Data Arrived at EDR: 03/16/2016 Date Made Active in Reports: 06/13/2016 Number of Days to Update: 89 Source: Deaprtment of Conservation Telephone: 916-445-2408 Last EDR Contact: 06/16/2016 Next Scheduled EDR Contact: 09/26/2016 Data Release Frequency: Varies WASTEWATER PITS: Oil Wastewater Pits Listing Water officials discovered that oil producers have been dumping chemical-laden wastewater into hundreds of unlined pits that are operating without proper permits. Inspections completed by the Central Valley Regional Water Quality Control Board revealed the existence of previously unidentified waste sites. The water board?s review found that more than one-third of the region?s active disposal pits are operating without permission. Date of Government Version: 04/15/2015 Date Data Arrived at EDR: 04/17/2015 Date Made Active in Reports: 06/23/2015 Number of Days to Update: 67 Source: RWQCB, Central Valley Region Telephone: 559-445-5577 Last EDR Contact: 07/15/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: Varies WDS: Waste Discharge System Sites which have been issued waste discharge requirements. Date of Government Version: 06/19/2007 Date Data Arrived at EDR: 06/20/2007 Date Made Active in Reports: 06/29/2007 Number of Days to Update: 9 Source: State Water Resources Control Board Telephone: 916-341-5227 Last EDR Contact: 05/20/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Quarterly WIP: Well Investigation Program Case List Well Investigation Program case in the San Gabriel and San Fernando Valley area. Date of Government Version: 07/03/2009 Date Data Arrived at EDR: 07/21/2009 Date Made Active in Reports: 08/03/2009 Number of Days to Update: 13 Source: Los Angeles Water Quality Control Board Telephone: 213-576-6726 Last EDR Contact: 06/24/2016 Next Scheduled EDR Contact: 10/10/2016 Data Release Frequency: Varies ECHO: Enforcement & Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. TC4702912.2s Page GR-28 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 09/20/2015 Date Data Arrived at EDR: 09/23/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 103 Source: Environmental Protection Agency Telephone: 202-564-2280 Last EDR Contact: 06/22/2016 Next Scheduled EDR Contact: 10/03/2016 Data Release Frequency: Quarterly FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels Programs. All companies now are required to submit new and updated registrations. Date of Government Version: 05/24/2016 Date Data Arrived at EDR: 05/25/2016 Date Made Active in Reports: 07/13/2016 Number of Days to Update: 49 Source: EPA Telephone: 800-385-6164 Last EDR Contact: 05/25/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Quarterly EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned EDR Hist Auto: EDR Exclusive Historic Gas Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR Hist Cleaner: EDR Exclusive Historic Dry Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. TC4702912.2s Page GR-29 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Resources Recycling and Recovery in California. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 01/13/2014 Number of Days to Update: 196 Source: Department of Resources Recycling and Recovery Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the State Water Resources Control Board in California. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/30/2013 Number of Days to Update: 182 Source: State Water Resources Control Board Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies COUNTY RECORDS ALAMEDA COUNTY: Contaminated Sites A listing of contaminated sites overseen by the Toxic Release Program (oil and groundwater contamination from chemical releases and spills) and the Leaking Underground Storage Tank Program (soil and ground water contamination from leaking petroleum USTs). Date of Government Version: 04/12/2016 Date Data Arrived at EDR: 04/14/2016 Date Made Active in Reports: 06/01/2016 Number of Days to Update: 48 Source: Alameda County Environmental Health Services Telephone: 510-567-6700 Last EDR Contact: 07/07/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: Semi-Annually Underground Tanks Underground storage tank sites located in Alameda county. Date of Government Version: 07/07/2016 Date Data Arrived at EDR: 07/12/2016 Date Made Active in Reports: 08/08/2016 Number of Days to Update: 27 Source: Alameda County Environmental Health Services Telephone: 510-567-6700 Last EDR Contact: 07/07/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: Semi-Annually AMADOR COUNTY: TC4702912.2s Page GR-30 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List Cupa Facility List Date of Government Version: 06/06/2016 Date Data Arrived at EDR: 06/09/2016 Date Made Active in Reports: 06/21/2016 Number of Days to Update: 12 Source: Amador County Environmental Health Telephone: 209-223-6439 Last EDR Contact: 06/02/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: Varies BUTTE COUNTY: CUPA Facility Listing Cupa facility list. Date of Government Version: 06/02/2016 Date Data Arrived at EDR: 06/03/2016 Date Made Active in Reports: 06/21/2016 Number of Days to Update: 18 Source: Public Health Department Telephone: 530-538-7149 Last EDR Contact: 07/07/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: No Update Planned CALVERAS COUNTY: CUPA Facility Listing Cupa Facility Listing Date of Government Version: 04/29/2016 Date Data Arrived at EDR: 05/03/2016 Date Made Active in Reports: 06/17/2016 Number of Days to Update: 45 Source: Calveras County Environmental Health Telephone: 209-754-6399 Last EDR Contact: 06/27/2016 Next Scheduled EDR Contact: 10/10/2016 Data Release Frequency: Quarterly COLUSA COUNTY: CUPA Facility List Cupa facility list. Date of Government Version: 05/25/2016 Date Data Arrived at EDR: 05/26/2016 Date Made Active in Reports: 06/17/2016 Number of Days to Update: 22 Source: Health & Human Services Telephone: 530-458-0396 Last EDR Contact: 08/03/2016 Next Scheduled EDR Contact: 11/21/2016 Data Release Frequency: Varies CONTRA COSTA COUNTY: Site List List includes sites from the underground tank, hazardous waste generator and business plan/2185 programs. Date of Government Version: 05/24/2016 Date Data Arrived at EDR: 05/26/2016 Date Made Active in Reports: 07/20/2016 Number of Days to Update: 55 Source: Contra Costa Health Services Department Telephone: 925-646-2286 Last EDR Contact: 08/01/2016 Next Scheduled EDR Contact: 11/14/2016 Data Release Frequency: Semi-Annually DEL NORTE COUNTY: TC4702912.2s Page GR-31 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List Cupa Facility list Date of Government Version: 04/08/2016 Date Data Arrived at EDR: 05/03/2016 Date Made Active in Reports: 06/22/2016 Number of Days to Update: 50 Source: Del Norte County Environmental Health Division Telephone: 707-465-0426 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/14/2016 Data Release Frequency: Varies EL DORADO COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 05/24/2016 Date Data Arrived at EDR: 05/26/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 75 Source: El Dorado County Environmental Management Department Telephone: 530-621-6623 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/14/2016 Data Release Frequency: Varies FRESNO COUNTY: CUPA Resources List Certified Unified Program Agency. CUPA’s are responsible for implementing a unified hazardous materials and hazardous waste management regulatory program. The agency provides oversight of businesses that deal with hazardous materials, operate underground storage tanks or aboveground storage tanks. Date of Government Version: 07/13/2016 Date Data Arrived at EDR: 07/19/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 21 Source: Dept. of Community Health Telephone: 559-445-3271 Last EDR Contact: 07/13/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Semi-Annually HUMBOLDT COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 03/16/2016 Date Data Arrived at EDR: 03/21/2016 Date Made Active in Reports: 05/04/2016 Number of Days to Update: 44 Source: Humboldt County Environmental Health Telephone: N/A Last EDR Contact: 05/23/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Varies IMPERIAL COUNTY: CUPA Facility List Cupa facility list. Date of Government Version: 04/26/2016 Date Data Arrived at EDR: 04/28/2016 Date Made Active in Reports: 06/17/2016 Number of Days to Update: 50 Source: San Diego Border Field Office Telephone: 760-339-2777 Last EDR Contact: 07/20/2016 Next Scheduled EDR Contact: 10/07/2016 Data Release Frequency: Varies INYO COUNTY: TC4702912.2s Page GR-32 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List Cupa facility list. Date of Government Version: 09/10/2013 Date Data Arrived at EDR: 09/11/2013 Date Made Active in Reports: 10/14/2013 Number of Days to Update: 33 Source: Inyo County Environmental Health Services Telephone: 760-878-0238 Last EDR Contact: 05/23/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Varies KERN COUNTY: Underground Storage Tank Sites & Tank Listing Kern County Sites and Tanks Listing. Date of Government Version: 05/16/2016 Date Data Arrived at EDR: 05/20/2016 Date Made Active in Reports: 08/08/2016 Number of Days to Update: 80 Source: Kern County Environment Health Services Department Telephone: 661-862-8700 Last EDR Contact: 08/03/2016 Next Scheduled EDR Contact: 11/21/2016 Data Release Frequency: Quarterly KINGS COUNTY: CUPA Facility List A listing of sites included in the county’s Certified Unified Program Agency database. California’s Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities. Date of Government Version: 05/25/2016 Date Data Arrived at EDR: 05/27/2016 Date Made Active in Reports: 06/22/2016 Number of Days to Update: 26 Source: Kings County Department of Public Health Telephone: 559-584-1411 Last EDR Contact: 05/23/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Varies LAKE COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 04/26/2016 Date Data Arrived at EDR: 04/27/2016 Date Made Active in Reports: 06/17/2016 Number of Days to Update: 51 Source: Lake County Environmental Health Telephone: 707-263-1164 Last EDR Contact: 04/18/2016 Next Scheduled EDR Contact: 08/01/2016 Data Release Frequency: Varies LOS ANGELES COUNTY: San Gabriel Valley Areas of Concern San Gabriel Valley areas where VOC contamination is at or above the MCL as designated by region 9 EPA office. Date of Government Version: 03/30/2009 Date Data Arrived at EDR: 03/31/2009 Date Made Active in Reports: 10/23/2009 Number of Days to Update: 206 Source: EPA Region 9 Telephone: 415-972-3178 Last EDR Contact: 06/15/2016 Next Scheduled EDR Contact: 07/04/2016 Data Release Frequency: No Update Planned TC4702912.2s Page GR-33 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING HMS: Street Number List Industrial Waste and Underground Storage Tank Sites. Date of Government Version: 03/30/2016 Date Data Arrived at EDR: 04/01/2016 Date Made Active in Reports: 05/09/2016 Number of Days to Update: 38 Source: Department of Public Works Telephone: 626-458-3517 Last EDR Contact: 07/07/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: Semi-Annually List of Solid Waste Facilities Solid Waste Facilities in Los Angeles County. Date of Government Version: 04/18/2016 Date Data Arrived at EDR: 04/20/2016 Date Made Active in Reports: 06/01/2016 Number of Days to Update: 42 Source: La County Department of Public Works Telephone: 818-458-5185 Last EDR Contact: 07/19/2016 Next Scheduled EDR Contact: 10/31/2016 Data Release Frequency: Varies City of Los Angeles Landfills Landfills owned and maintained by the City of Los Angeles. Date of Government Version: 01/01/2016 Date Data Arrived at EDR: 01/26/2016 Date Made Active in Reports: 03/22/2016 Number of Days to Update: 56 Source: Engineering & Construction Division Telephone: 213-473-7869 Last EDR Contact: 07/18/2016 Next Scheduled EDR Contact: 10/31/2016 Data Release Frequency: Varies Site Mitigation List Industrial sites that have had some sort of spill or complaint. Date of Government Version: 03/29/2016 Date Data Arrived at EDR: 04/06/2016 Date Made Active in Reports: 06/13/2016 Number of Days to Update: 68 Source: Community Health Services Telephone: 323-890-7806 Last EDR Contact: 07/13/2016 Next Scheduled EDR Contact: 10/31/2016 Data Release Frequency: Annually City of El Segundo Underground Storage Tank Underground storage tank sites located in El Segundo city. Date of Government Version: 03/30/2015 Date Data Arrived at EDR: 04/02/2015 Date Made Active in Reports: 04/13/2015 Number of Days to Update: 11 Source: City of El Segundo Fire Department Telephone: 310-524-2236 Last EDR Contact: 07/13/2016 Next Scheduled EDR Contact: 10/31/2016 Data Release Frequency: Semi-Annually City of Long Beach Underground Storage Tank Underground storage tank sites located in the city of Long Beach. Date of Government Version: 11/04/2015 Date Data Arrived at EDR: 11/13/2015 Date Made Active in Reports: 12/17/2015 Number of Days to Update: 34 Source: City of Long Beach Fire Department Telephone: 562-570-2563 Last EDR Contact: 07/25/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Annually City of Torrance Underground Storage Tank Underground storage tank sites located in the city of Torrance. Date of Government Version: 06/23/2016 Date Data Arrived at EDR: 07/12/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 28 Source: City of Torrance Fire Department Telephone: 310-618-2973 Last EDR Contact: 07/07/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: Semi-Annually MADERA COUNTY: TC4702912.2s Page GR-34 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List A listing of sites included in the county’s Certified Unified Program Agency database. California’s Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities. Date of Government Version: 06/02/2016 Date Data Arrived at EDR: 06/03/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 67 Source: Madera County Environmental Health Telephone: 559-675-7823 Last EDR Contact: 05/23/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Varies MARIN COUNTY: Underground Storage Tank Sites Currently permitted USTs in Marin County. Date of Government Version: 04/07/2016 Date Data Arrived at EDR: 04/26/2016 Date Made Active in Reports: 06/01/2016 Number of Days to Update: 36 Source: Public Works Department Waste Management Telephone: 415-499-6647 Last EDR Contact: 06/30/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Semi-Annually MERCED COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 02/26/2016 Date Data Arrived at EDR: 03/01/2016 Date Made Active in Reports: 05/04/2016 Number of Days to Update: 64 Source: Merced County Environmental Health Telephone: 209-381-1094 Last EDR Contact: 06/15/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Varies MONO COUNTY: CUPA Facility List CUPA Facility List Date of Government Version: 05/25/2016 Date Data Arrived at EDR: 06/01/2016 Date Made Active in Reports: 06/22/2016 Number of Days to Update: 21 Source: Mono County Health Department Telephone: 760-932-5580 Last EDR Contact: 05/25/2016 Next Scheduled EDR Contact: 09/12/2016 Data Release Frequency: Varies MONTEREY COUNTY: CUPA Facility Listing CUPA Program listing from the Environmental Health Division. Date of Government Version: 06/24/2016 Date Data Arrived at EDR: 06/27/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 43 Source: Monterey County Health Department Telephone: 831-796-1297 Last EDR Contact: 05/23/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Varies NAPA COUNTY: TC4702912.2s Page GR-35 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Sites With Reported Contamination A listing of leaking underground storage tank sites located in Napa county. Date of Government Version: 12/05/2011 Date Data Arrived at EDR: 12/06/2011 Date Made Active in Reports: 02/07/2012 Number of Days to Update: 63 Source: Napa County Department of Environmental Management Telephone: 707-253-4269 Last EDR Contact: 05/25/2016 Next Scheduled EDR Contact: 09/12/2016 Data Release Frequency: No Update Planned Closed and Operating Underground Storage Tank Sites Underground storage tank sites located in Napa county. Date of Government Version: 01/15/2008 Date Data Arrived at EDR: 01/16/2008 Date Made Active in Reports: 02/08/2008 Number of Days to Update: 23 Source: Napa County Department of Environmental Management Telephone: 707-253-4269 Last EDR Contact: 05/25/2016 Next Scheduled EDR Contact: 09/12/2016 Data Release Frequency: No Update Planned NEVADA COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 04/18/2016 Date Data Arrived at EDR: 05/06/2016 Date Made Active in Reports: 06/17/2016 Number of Days to Update: 42 Source: Community Development Agency Telephone: 530-265-1467 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/14/2016 Data Release Frequency: Varies ORANGE COUNTY: List of Industrial Site Cleanups Petroleum and non-petroleum spills. Date of Government Version: 05/01/2016 Date Data Arrived at EDR: 05/17/2016 Date Made Active in Reports: 06/21/2016 Number of Days to Update: 35 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 08/08/2016 Next Scheduled EDR Contact: 11/21/2016 Data Release Frequency: Annually List of Underground Storage Tank Cleanups Orange County Underground Storage Tank Cleanups (LUST). Date of Government Version: 05/01/2016 Date Data Arrived at EDR: 05/17/2016 Date Made Active in Reports: 06/21/2016 Number of Days to Update: 35 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 08/08/2016 Next Scheduled EDR Contact: 11/21/2016 Data Release Frequency: Quarterly List of Underground Storage Tank Facilities Orange County Underground Storage Tank Facilities (UST). Date of Government Version: 05/01/2016 Date Data Arrived at EDR: 05/11/2016 Date Made Active in Reports: 06/01/2016 Number of Days to Update: 21 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 08/09/2016 Next Scheduled EDR Contact: 11/21/2016 Data Release Frequency: Quarterly PLACER COUNTY: TC4702912.2s Page GR-36 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Master List of Facilities List includes aboveground tanks, underground tanks and cleanup sites. Date of Government Version: 06/16/2016 Date Data Arrived at EDR: 06/20/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 50 Source: Placer County Health and Human Services Telephone: 530-745-2363 Last EDR Contact: 06/15/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: Semi-Annually RIVERSIDE COUNTY: Listing of Underground Tank Cleanup Sites Riverside County Underground Storage Tank Cleanup Sites (LUST). Date of Government Version: 04/13/2016 Date Data Arrived at EDR: 04/15/2016 Date Made Active in Reports: 05/09/2016 Number of Days to Update: 24 Source: Department of Environmental Health Telephone: 951-358-5055 Last EDR Contact: 06/20/2016 Next Scheduled EDR Contact: 10/03/2016 Data Release Frequency: Quarterly Underground Storage Tank Tank List Underground storage tank sites located in Riverside county. Date of Government Version: 07/13/2016 Date Data Arrived at EDR: 07/18/2016 Date Made Active in Reports: 08/08/2016 Number of Days to Update: 21 Source: Department of Environmental Health Telephone: 951-358-5055 Last EDR Contact: 06/20/2016 Next Scheduled EDR Contact: 10/03/2016 Data Release Frequency: Quarterly SACRAMENTO COUNTY: Toxic Site Clean-Up List List of sites where unauthorized releases of potentially hazardous materials have occurred. Date of Government Version: 02/02/2016 Date Data Arrived at EDR: 04/06/2016 Date Made Active in Reports: 06/01/2016 Number of Days to Update: 56 Source: Sacramento County Environmental Management Telephone: 916-875-8406 Last EDR Contact: 07/06/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Quarterly Master Hazardous Materials Facility List Any business that has hazardous materials on site - hazardous material storage sites, underground storage tanks, waste generators. Date of Government Version: 02/02/2016 Date Data Arrived at EDR: 04/06/2016 Date Made Active in Reports: 06/01/2016 Number of Days to Update: 56 Source: Sacramento County Environmental Management Telephone: 916-875-8406 Last EDR Contact: 07/05/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Quarterly SAN BERNARDINO COUNTY: Hazardous Material Permits This listing includes underground storage tanks, medical waste handlers/generators, hazardous materials handlers, hazardous waste generators, and waste oil generators/handlers. TC4702912.2s Page GR-37 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 06/09/2016 Date Data Arrived at EDR: 06/10/2016 Date Made Active in Reports: 07/20/2016 Number of Days to Update: 40 Source: San Bernardino County Fire Department Hazardous Materials Division Telephone: 909-387-3041 Last EDR Contact: 08/08/2016 Next Scheduled EDR Contact: 11/21/2016 Data Release Frequency: Quarterly SAN DIEGO COUNTY: Hazardous Materials Management Division Database The database includes: HE58 - This report contains the business name, site address, business phone number, establishment ’H’ permit number, type of permit, and the business status. HE17 - In addition to providing the same information provided in the HE58 listing, HE17 provides inspection dates, violations received by the establishment, hazardous waste generated, the quantity, method of storage, treatment/disposal of waste and the hauler, and information on underground storage tanks. Unauthorized Release List - Includes a summary of environmental contamination cases in San Diego County (underground tank cases, non-tank cases, groundwater contamination, and soil contamination are included.) Date of Government Version: 09/23/2013 Date Data Arrived at EDR: 09/24/2013 Date Made Active in Reports: 10/17/2013 Number of Days to Update: 23 Source: Hazardous Materials Management Division Telephone: 619-338-2268 Last EDR Contact: 06/02/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: Quarterly Solid Waste Facilities San Diego County Solid Waste Facilities. Date of Government Version: 10/31/2015 Date Data Arrived at EDR: 11/07/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 58 Source: Department of Health Services Telephone: 619-338-2209 Last EDR Contact: 07/20/2016 Next Scheduled EDR Contact: 10/07/2016 Data Release Frequency: Varies Environmental Case Listing The listing contains all underground tank release cases and projects pertaining to properties contaminated with hazardous substances that are actively under review by the Site Assessment and Mitigation Program. Date of Government Version: 03/23/2010 Date Data Arrived at EDR: 06/15/2010 Date Made Active in Reports: 07/09/2010 Number of Days to Update: 24 Source: San Diego County Department of Environmental Health Telephone: 619-338-2371 Last EDR Contact: 06/02/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: No Update Planned SAN FRANCISCO COUNTY: Local Oversite Facilities A listing of leaking underground storage tank sites located in San Francisco county. Date of Government Version: 09/19/2008 Date Data Arrived at EDR: 09/19/2008 Date Made Active in Reports: 09/29/2008 Number of Days to Update: 10 Source: Department Of Public Health San Francisco County Telephone: 415-252-3920 Last EDR Contact: 08/03/2016 Next Scheduled EDR Contact: 11/21/2016 Data Release Frequency: Quarterly Underground Storage Tank Information Underground storage tank sites located in San Francisco county. Date of Government Version: 11/29/2010 Date Data Arrived at EDR: 03/10/2011 Date Made Active in Reports: 03/15/2011 Number of Days to Update: 5 Source: Department of Public Health Telephone: 415-252-3920 Last EDR Contact: 08/03/2016 Next Scheduled EDR Contact: 11/21/2016 Data Release Frequency: Quarterly SAN JOAQUIN COUNTY: TC4702912.2s Page GR-38 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING San Joaquin Co. UST A listing of underground storage tank locations in San Joaquin county. Date of Government Version: 06/16/2016 Date Data Arrived at EDR: 06/20/2016 Date Made Active in Reports: 08/08/2016 Number of Days to Update: 49 Source: Environmental Health Department Telephone: N/A Last EDR Contact: 06/15/2016 Next Scheduled EDR Contact: 10/03/2016 Data Release Frequency: Semi-Annually SAN LUIS OBISPO COUNTY: CUPA Facility List Cupa Facility List. Date of Government Version: 05/23/2016 Date Data Arrived at EDR: 05/24/2016 Date Made Active in Reports: 06/21/2016 Number of Days to Update: 28 Source: San Luis Obispo County Public Health Department Telephone: 805-781-5596 Last EDR Contact: 05/23/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Varies SAN MATEO COUNTY: Business Inventory List includes Hazardous Materials Business Plan, hazardous waste generators, and underground storage tanks. Date of Government Version: 06/02/2016 Date Data Arrived at EDR: 06/07/2016 Date Made Active in Reports: 06/22/2016 Number of Days to Update: 15 Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921 Last EDR Contact: 05/27/2016 Next Scheduled EDR Contact: 09/26/2016 Data Release Frequency: Annually Fuel Leak List A listing of leaking underground storage tank sites located in San Mateo county. Date of Government Version: 06/09/2016 Date Data Arrived at EDR: 06/13/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 57 Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921 Last EDR Contact: 06/08/2016 Next Scheduled EDR Contact: 09/26/2016 Data Release Frequency: Semi-Annually SANTA BARBARA COUNTY: CUPA Facility Listing CUPA Program Listing from the Environmental Health Services division. Date of Government Version: 09/08/2011 Date Data Arrived at EDR: 09/09/2011 Date Made Active in Reports: 10/07/2011 Number of Days to Update: 28 Source: Santa Barbara County Public Health Department Telephone: 805-686-8167 Last EDR Contact: 05/23/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Varies SANTA CLARA COUNTY: Cupa Facility List Cupa facility list TC4702912.2s Page GR-39 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 05/25/2016 Date Data Arrived at EDR: 05/26/2016 Date Made Active in Reports: 06/22/2016 Number of Days to Update: 27 Source: Department of Environmental Health Telephone: 408-918-1973 Last EDR Contact: 05/23/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Varies HIST LUST - Fuel Leak Site Activity Report A listing of open and closed leaking underground storage tanks. This listing is no longer updated by the county. Leaking underground storage tanks are now handled by the Department of Environmental Health. Date of Government Version: 03/29/2005 Date Data Arrived at EDR: 03/30/2005 Date Made Active in Reports: 04/21/2005 Number of Days to Update: 22 Source: Santa Clara Valley Water District Telephone: 408-265-2600 Last EDR Contact: 03/23/2009 Next Scheduled EDR Contact: 06/22/2009 Data Release Frequency: No Update Planned LOP Listing A listing of leaking underground storage tanks located in Santa Clara county. Date of Government Version: 03/03/2014 Date Data Arrived at EDR: 03/05/2014 Date Made Active in Reports: 03/18/2014 Number of Days to Update: 13 Source: Department of Environmental Health Telephone: 408-918-3417 Last EDR Contact: 05/25/2016 Next Scheduled EDR Contact: 09/12/2016 Data Release Frequency: Annually Hazardous Material Facilities Hazardous material facilities, including underground storage tank sites. Date of Government Version: 05/26/2016 Date Data Arrived at EDR: 06/01/2016 Date Made Active in Reports: 07/20/2016 Number of Days to Update: 49 Source: City of San Jose Fire Department Telephone: 408-535-7694 Last EDR Contact: 08/03/2016 Next Scheduled EDR Contact: 11/21/2016 Data Release Frequency: Annually SANTA CRUZ COUNTY: CUPA Facility List CUPA facility listing. Date of Government Version: 05/31/2016 Date Data Arrived at EDR: 06/02/2016 Date Made Active in Reports: 06/21/2016 Number of Days to Update: 19 Source: Santa Cruz County Environmental Health Telephone: 831-464-2761 Last EDR Contact: 05/23/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Varies SHASTA COUNTY: CUPA Facility List Cupa Facility List. Date of Government Version: 06/14/2016 Date Data Arrived at EDR: 06/16/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 54 Source: Shasta County Department of Resource Management Telephone: 530-225-5789 Last EDR Contact: 05/23/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Varies SOLANO COUNTY: TC4702912.2s Page GR-40 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Leaking Underground Storage Tanks A listing of leaking underground storage tank sites located in Solano county. Date of Government Version: 06/09/2016 Date Data Arrived at EDR: 06/13/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 57 Source: Solano County Department of Environmental Management Telephone: 707-784-6770 Last EDR Contact: 06/08/2016 Next Scheduled EDR Contact: 09/26/2016 Data Release Frequency: Quarterly Underground Storage Tanks Underground storage tank sites located in Solano county. Date of Government Version: 06/09/2016 Date Data Arrived at EDR: 06/14/2016 Date Made Active in Reports: 08/08/2016 Number of Days to Update: 55 Source: Solano County Department of Environmental Management Telephone: 707-784-6770 Last EDR Contact: 06/08/2016 Next Scheduled EDR Contact: 09/26/2016 Data Release Frequency: Quarterly SONOMA COUNTY: Cupa Facility List Cupa Facility list Date of Government Version: 07/10/2016 Date Data Arrived at EDR: 07/12/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 28 Source: County of Sonoma Fire & Emergency Services Department Telephone: 707-565-1174 Last EDR Contact: 07/07/2016 Next Scheduled EDR Contact: 10/10/2016 Data Release Frequency: Varies Leaking Underground Storage Tank Sites A listing of leaking underground storage tank sites located in Sonoma county. Date of Government Version: 04/01/2016 Date Data Arrived at EDR: 04/05/2016 Date Made Active in Reports: 05/09/2016 Number of Days to Update: 34 Source: Department of Health Services Telephone: 707-565-6565 Last EDR Contact: 06/24/2016 Next Scheduled EDR Contact: 10/10/2016 Data Release Frequency: Quarterly SUTTER COUNTY: Underground Storage Tanks Underground storage tank sites located in Sutter county. Date of Government Version: 06/02/2016 Date Data Arrived at EDR: 06/07/2016 Date Made Active in Reports: 06/23/2016 Number of Days to Update: 16 Source: Sutter County Department of Agriculture Telephone: 530-822-7500 Last EDR Contact: 06/02/2016 Next Scheduled EDR Contact: 09/19/2016 Data Release Frequency: Semi-Annually TUOLUMNE COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 05/03/2016 Date Data Arrived at EDR: 05/10/2016 Date Made Active in Reports: 06/17/2016 Number of Days to Update: 38 Source: Divison of Environmental Health Telephone: 209-533-5633 Last EDR Contact: 08/03/2016 Next Scheduled EDR Contact: 10/07/2016 Data Release Frequency: Varies VENTURA COUNTY: TC4702912.2s Page GR-41 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Business Plan, Hazardous Waste Producers, and Operating Underground Tanks The BWT list indicates by site address whether the Environmental Health Division has Business Plan (B), Waste Producer (W), and/or Underground Tank (T) information. Date of Government Version: 03/28/2016 Date Data Arrived at EDR: 04/29/2016 Date Made Active in Reports: 06/17/2016 Number of Days to Update: 49 Source: Ventura County Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 07/25/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Quarterly Inventory of Illegal Abandoned and Inactive Sites Ventura County Inventory of Closed, Illegal Abandoned, and Inactive Sites. Date of Government Version: 12/01/2011 Date Data Arrived at EDR: 12/01/2011 Date Made Active in Reports: 01/19/2012 Number of Days to Update: 49 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 06/28/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Annually Listing of Underground Tank Cleanup Sites Ventura County Underground Storage Tank Cleanup Sites (LUST). Date of Government Version: 05/29/2008 Date Data Arrived at EDR: 06/24/2008 Date Made Active in Reports: 07/31/2008 Number of Days to Update: 37 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 08/10/2016 Next Scheduled EDR Contact: 11/28/2016 Data Release Frequency: Quarterly Medical Waste Program List To protect public health and safety and the environment from potential exposure to disease causing agents, the Environmental Health Division Medical Waste Program regulates the generation, handling, storage, treatment and disposal of medical waste throughout the County. Date of Government Version: 03/28/2016 Date Data Arrived at EDR: 04/29/2016 Date Made Active in Reports: 06/22/2016 Number of Days to Update: 54 Source: Ventura County Resource Management Agency Telephone: 805-654-2813 Last EDR Contact: 07/25/2016 Next Scheduled EDR Contact: 11/07/2016 Data Release Frequency: Quarterly Underground Tank Closed Sites List Ventura County Operating Underground Storage Tank Sites (UST)/Underground Tank Closed Sites List. Date of Government Version: 05/26/2016 Date Data Arrived at EDR: 06/16/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 54 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 06/16/2016 Next Scheduled EDR Contact: 09/26/2016 Data Release Frequency: Quarterly YOLO COUNTY: Underground Storage Tank Comprehensive Facility Report Underground storage tank sites located in Yolo county. Date of Government Version: 06/30/2016 Date Data Arrived at EDR: 07/05/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 35 Source: Yolo County Department of Health Telephone: 530-666-8646 Last EDR Contact: 06/30/2016 Next Scheduled EDR Contact: 10/17/2016 Data Release Frequency: Annually YUBA COUNTY: TC4702912.2s Page GR-42 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List CUPA facility listing for Yuba County. Date of Government Version: 04/29/2016 Date Data Arrived at EDR: 05/03/2016 Date Made Active in Reports: 06/17/2016 Number of Days to Update: 45 Source: Yuba County Environmental Health Department Telephone: 530-749-7523 Last EDR Contact: 07/27/2016 Next Scheduled EDR Contact: 11/14/2016 Data Release Frequency: Varies OTHER DATABASE(S) Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 07/30/2013 Date Data Arrived at EDR: 08/19/2013 Date Made Active in Reports: 10/03/2013 Number of Days to Update: 45 Source: Department of Energy & Environmental Protection Telephone: 860-424-3375 Last EDR Contact: 08/10/2016 Next Scheduled EDR Contact: 11/28/2016 Data Release Frequency: No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2013 Date Data Arrived at EDR: 07/17/2015 Date Made Active in Reports: 08/12/2015 Number of Days to Update: 26 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 07/11/2016 Next Scheduled EDR Contact: 10/24/2016 Data Release Frequency: Annually NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version: 05/01/2016 Date Data Arrived at EDR: 05/06/2016 Date Made Active in Reports: 06/17/2016 Number of Days to Update: 42 Source: Department of Environmental Conservation Telephone: 518-402-8651 Last EDR Contact: 08/03/2016 Next Scheduled EDR Contact: 11/14/2016 Data Release Frequency: Annually PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 07/24/2015 Date Made Active in Reports: 08/18/2015 Number of Days to Update: 25 Source: Department of Environmental Protection Telephone: 717-783-8990 Last EDR Contact: 07/18/2016 Next Scheduled EDR Contact: 10/31/2016 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2013 Date Data Arrived at EDR: 06/19/2015 Date Made Active in Reports: 07/15/2015 Number of Days to Update: 26 Source: Department of Environmental Management Telephone: 401-222-2797 Last EDR Contact: 08/01/2016 Next Scheduled EDR Contact: 09/05/2016 Data Release Frequency: Annually TC4702912.2s Page GR-43 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2015 Date Data Arrived at EDR: 04/14/2016 Date Made Active in Reports: 06/03/2016 Number of Days to Update: 50 Source: Department of Natural Resources Telephone: N/A Last EDR Contact: 06/13/2016 Next Scheduled EDR Contact: 09/26/2016 Data Release Frequency: Annually Oil/Gas Pipelines Source: PennWell Corporation Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)). This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. Electric Power Transmission Line Data Source: PennWell Corporation This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on private school locations in the United States. Daycare Centers: Licensed Facilities Source: Department of Social Services Telephone: 916-657-4041 Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetland Inventory Source: Department of Fish & Game Telephone: 916-445-0411 TC4702912.2s Page GR-44 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC4702912.2s Page GR-45 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING TC4702912.2s Page A-1 geologic strata. of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics 2. Groundwater flow velocity. 1. Groundwater flow direction, and Assessment of the impact of contaminant migration generally has two principal investigative components: forming an opinion about the impact of potential contaminant migration. EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in 2012Version Date: 5641308 ORANGE, CATarget Property Map: USGS TOPOGRAPHIC MAP 240 ft. above sea levelElevation: 3746074.8UTM Y (Meters): 422307.1UTM X (Meters): Zone 11Universal Tranverse Mercator: 117.839841 - 117˚ 50’ 23.43’’Longitude (West): 33.853852 - 33˚ 51’ 13.87’’Latitude (North): TARGET PROPERTY COORDINATES ANAHEIM, CA 92806 1041, 1065, 1071, AND 1081 N PACIFICENTER DR PACIFICENTER TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® TC4702912.2s Page A-2 should be field verified. on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES El e v a t i o n ( f t ) El e v a t i o n ( f t ) TP TP 0 1/2 1 Miles✩Target Property Elevation: 240 ft. North South West East 3 4 0 3 2 4 2 7 5 2 4 1 2 3 4 2 2 8 2 3 1 2 3 6 2 3 8 2 4 0 2 4 3 2 4 3 2 4 2 2 4 1 2 4 2 2 4 3 2 4 0 2 4 2 2 7 2 2 2 3 2 2 3 2 2 4 2 2 6 2 2 8 2 3 0 2 3 2 2 3 5 2 4 1 2 4 0 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 5 6 2 5 9 2 6 2 2 6 3 General WSWGeneral Topographic Gradient: TARGET PROPERTY TOPOGRAPHY should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to TOPOGRAPHIC INFORMATION collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW DIRECTION INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4702912.2s Page A-3 GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID hydrogeologically, and the depth to water table. authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW® Search Radius: 1.000 Mile. * ©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. documented in the CERCLIS investigation report(s) Information based on site-specific subsurface investigations is Data Quality: No information about a sole source aquifer is available Sole Source Aquifer: the site. underlying Talbert water bearing zone is indistinct in the vicinity of Separation of the surficial aquifer (semi-perched water zone) and Hydraulic Connection: 15 feet. Measured Depth to Water: TWO RECHARGE BASINS, THE MILLER RETARDING BASIN AND ANAHEIM LAKE. TO DETERMINE IN THE VICINITY OF THE SITE BECAUSE OF THE PRESENCE OF SW TOWARD THE PACIFIC OCEAN ON A REGIONAL BASIS. THE FLOW IS DIFFICULT Groundwater Flow Direction: CAD067629873 Site EPA ID Number: Precision Anodizing And Plating Site Name: 1 - 2 Miles NW Location Relative to TP: 1.25 miles Search Radius: Site-Specific Hydrogeological Data*: * ©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator HYDROGEOLOGIC INFORMATION YES - refer to the Overview Map and Detail MapORANGE NATIONAL WETLAND INVENTORY NWI Electronic Data CoverageNWI Quad at Target Property Not ReportedAdditional Panels in search area: 06059C - FEMA DFIRM Flood dataFlood Plain Panel at Target Property: YES - refer to the Overview Map and Detail MapORANGE, CA FEMA FLOOD ZONE FEMA Flood Electronic DataTarget Property County and bodies of water). Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist HYDROLOGIC INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4702912.2s Page A-4 For additional site information, refer to Physical Setting Source Map Findings. Not Reported1/2 - 1 Mile ENE50 W1/2 - 1 Mile SSE11 Not Reported1/4 - 1/2 Mile NNE9 SE1/4 - 1/2 Mile NNE8 SSW1/4 - 1/2 Mile NNW7 NW1/8 - 1/4 Mile SE2 Not Reported1/8 - 1/4 Mile NE1 GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4702912.2s Page A-5 Map, USGS Digital Data Series DDS - 11 (1994). of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Stratifed SequenceCategory:CenozoicEra: QuaternarySystem: QuaternarySeries: QCode: (decoded above as Era, System & Series) at which contaminant migration may be occurring. Geologic information can be used by the environmental professional in forming an opinion about the relative speed GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW VELOCITY INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 1 2 2 0 1/16 1/8 1/4 Miles TC4702912.2s Page A-7 Soil Drainage Class: excessively drained sands and gravels. Class A - High infiltration rates. Soils are deep, well drained toHydrologic Group: extremely gravelly coarse sandSoil Surface Texture: PITSSoil Component Name: Soil Map ID: 2 Min: 6.6 Max: 8.4 Min: 4 Max: 14 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granular loam to fine sandy stratified sand62 inches16 inches 2 Min: 6.6 Max: 8.4 Min: 4 Max: 14 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularloamy sand16 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: HighCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Somewhat excessively drainedSoil Drainage Class: excessively drained sands and gravels. Class A - High infiltration rates. Soils are deep, well drained toHydrologic Group: loamy sandSoil Surface Texture: METZSoil Component Name: Soil Map ID: 1 in a landscape. The following information is based on Soil Conservation Service SSURGO data. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4702912.2s Page A-8 1/2 - 1 Mile NEUSGS40000138656 M42 1/2 - 1 Mile ENEUSGS40000138649 L40 1/2 - 1 Mile NEUSGS40000138654 K37 1/2 - 1 Mile NWUSGS40000138657 J34 1/2 - 1 Mile ENEUSGS40000138644 I33 1/2 - 1 Mile NEUSGS40000138653 E22 1/2 - 1 Mile NWUSGS40000138652 F17 1/2 - 1 Mile ENEUSGS40000138628 C12 1/8 - 1/4 Mile EastUSGS40000138606 A4 FEDERAL USGS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID 1.000State Database Nearest PWS within 0.001 milesFederal FRDS PWS 1.000Federal USGS WELL SEARCH DISTANCE INFORMATION SEARCH DISTANCE (miles)DATABASE opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental LOCAL / REGIONAL WATER AGENCY RECORDS Max: Min: Min: 42 Max: 141 Not reportedNot reported gravelly sand extremely59 inches 5 inches 2 Max: Min: Min: 42 Max: 141 Not reportedNot reported sand gravelly coarse extremely 5 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: Not ReportedCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4702912.2s Page A-9 1/2 - 1 Mile WNWCAOG11000217784 3 1/4 - 1/2 Mile WestCAOG11000217785 2 1/4 - 1/2 Mile NorthCAOG11000218024 1 STATE OIL/GAS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID OTHER STATE DATABASE INFORMATION 1/2 - 1 Mile NE3800 M51 1/2 - 1 Mile NW3796 49 1/2 - 1 Mile NECADW60000016895 48 1/2 - 1 Mile WestCADW60000003477 N47 1/2 - 1 Mile WestCADW60000003476 N46 1/2 - 1 Mile WestCADW60000000882 N45 1/2 - 1 Mile NECADW60000000303 M44 1/2 - 1 Mile NE3802 M43 1/2 - 1 Mile NNE6136 41 1/2 - 1 Mile NECADW60000001611 K39 1/2 - 1 Mile NE3803 K38 1/2 - 1 Mile NorthCADW60000001503 36 1/2 - 1 Mile ENECADW60000016896 L35 1/2 - 1 Mile NE3804 K32 1/2 - 1 Mile NW3795 J31 1/2 - 1 Mile ENECADW60000016897 I30 1/2 - 1 Mile East5031 29 1/2 - 1 Mile WestCADW60000015417 28 1/2 - 1 Mile ESECADW60000000623 27 1/2 - 1 Mile NNWCADW60000018517 H26 1/2 - 1 Mile NWCADW60000018518 F25 1/2 - 1 Mile NW3799 F24 1/2 - 1 Mile NNWCADW60000001502 H23 1/2 - 1 Mile WSW3797 G21 1/2 - 1 Mile WSW3798 G20 1/2 - 1 Mile WSW3792 G19 1/2 - 1 Mile WSW3794 G18 1/2 - 1 Mile NNECADW60000033279 E16 1/2 - 1 Mile NNWCADW60000018516 D15 1/2 - 1 Mile NNWCADW60000001610 14 1/2 - 1 Mile NNWCADW60000018519 D13 1/2 - 1 Mile ENECADW60000031742 C10 1/4 - 1/2 Mile SECADW60000003029 B6 1/4 - 1/2 Mile SECADW60000003028 B5 1/8 - 1/4 Mile EastCADW60000018112 A3 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID Note: PWS System location is not always the same as well location. No PWS System Found FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4702912.2s Page A-10 1/2 - 1 Mile NNECAOG11000196522 G50 1/2 - 1 Mile NNECAOG11000196563 49 1/2 - 1 Mile NNECAOG11000221145 G48 1/2 - 1 Mile NNECAOG11000198643 G47 1/2 - 1 Mile NNECAOG11000198638 G46 1/2 - 1 Mile NNECAOG11000198637 G45 1/2 - 1 Mile NNECAOG11000198636 G44 1/2 - 1 Mile NNECAOG11000198614 G43 1/2 - 1 Mile NNECAOG11000196447 42 1/2 - 1 Mile NNECAOG11000198606 G41 1/2 - 1 Mile NNECAOG11000198605 G40 1/2 - 1 Mile NNECAOG11000198604 G39 1/2 - 1 Mile NorthCAOG11000196526 E38 1/2 - 1 Mile NorthCAOG11000196179 E37 1/2 - 1 Mile NNECAOG11000196564 F36 1/2 - 1 Mile NNECAOG11000196446 35 1/2 - 1 Mile NNECAOG11000196182 D34 1/2 - 1 Mile NECAOG11000221174 33 1/2 - 1 Mile NNECAOG11000196524 D32 1/2 - 1 Mile NNECAOG11000221037 D31 1/2 - 1 Mile NNECAOG11000196525 D30 1/2 - 1 Mile NNECAOG11000196647 F28 1/2 - 1 Mile NNECAOG11000196648 F29 1/2 - 1 Mile NNWCAOG11000221046 27 1/2 - 1 Mile NorthCAOG11000196177 E26 1/2 - 1 Mile NNECAOG11000195115 D25 1/2 - 1 Mile NorthCAOG11000196178 C24 1/2 - 1 Mile ENECAOG11000221144 23 1/2 - 1 Mile NNECAOG11000196515 D22 1/2 - 1 Mile NECAOG11000221173 21 1/2 - 1 Mile NNECAOG11000196527 B20 1/2 - 1 Mile NorthCAOG11000196176 B19 1/2 - 1 Mile NNECAOG11000196523 B18 1/2 - 1 Mile ESECAOG11000217873 17 1/2 - 1 Mile NorthCAOG11000196175 C16 1/2 - 1 Mile NNWCAOG11000221031 15 1/2 - 1 Mile NNECAOG11000196514 14 1/2 - 1 Mile NorthCAOG11000221143 B13 1/2 - 1 Mile SWCAOG11000222311 12 1/2 - 1 Mile NNECAOG11000196181 A11 1/2 - 1 Mile NNECAOG11000196180 A10 1/2 - 1 Mile SouthCAOG11000217673 9 1/2 - 1 Mile NNECAOG11000196516 A7 1/2 - 1 Mile NNECAOG11000196517 A8 1/2 - 1 Mile NNWCAOG11000221142 6 1/2 - 1 Mile NNWCAOG11000221147 5 1/2 - 1 Mile NorthCAOG11000221027 4 STATE OIL/GAS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 2 8 0 2 8 02 8 0 2 8 0 2 8 0 2 80 3 20 3 2 0 2 40 280280 2 4 0 2 40 200 400 4 8 0 3 60 3 6 0 3 6 0 1 2 0 4 8 0 1 6 020 0 760720 720 6 4 0 60 0 680 6 4 6 4 0 6 00 600 5 6 0 5 60 5 6 0 6 0 5 2 0 5 2 0 520 480480 480 2 4 0 2 4 0 2 4 0 240 2 4 0 2 4 0 2 4 0 2 4 0 2 8 0 2 8 0 2 80 2 8 0 280 3 2 0 3 2 0 3 2 0 0 3 6 0 3 60 4 0 0 4 0 0 4 00 4 0 0 4 4 0 4 4 0 4 4 0 CA TC4702912.2s Page A-12 Not ReportedSourcemap scale:-117.8359667Longitude: 33.854025Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: 004S009W04E002SMonloc name: USGS-335114117500901Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: A4 East 1/8 - 1/4 Mile Higher USGS40000138606FED USGS CADW60000018112Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 04S09W04E002SState well numbe: 338543N1178361W001Site code: -117.8361Longitude: 33.8543Latitude: 18112Objectid: A3 East 1/8 - 1/4 Mile Higher CADW60000018112CA WELLS Date:07/24/1996 Average Water Depth: Not Reported Deep Water Depth:58 Shallow Water Depth: 34 Groundwater Flow:NW Site ID:083002250T2 SE 1/8 - 1/4 Mile Higher 34052AQUIFLOW Date:04/14/1993 Average Water Depth: 71 Deep Water Depth:Not Reported Shallow Water Depth: Not Reported Groundwater Flow:Not Reported Site ID:083001379T1 NE 1/8 - 1/4 Mile Higher 68236AQUIFLOW Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-13 CADW60000003029Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: ObservationWell use descrip: 1Well use id: ’WBS-4/MP3’Local well name: Not ReportedState well numbe: 338509N1178361W002Site code: -117.836115Longitude: 33.850906Latitude: 3029Objectid: B6 SE 1/4 - 1/2 Mile Higher CADW60000003029CA WELLS CADW60000003028Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: ObservationWell use descrip: 1Well use id: ’WBS-4/MP2’Local well name: 04S09W04M003SState well numbe: 338509N1178361W001Site code: -117.836115Longitude: 33.850906Latitude: 3028Objectid: B5 SE 1/4 - 1/2 Mile Higher CADW60000003028CA WELLS Ground-water levels, Number of Measurements: 0 ftWellholedepth units: 302Wellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 5Vertacc measure val:feetVert measure units: 242Vert measure val:NAD83Horiz coord refsys: Global positioning system (GPS), uncorrectedHoriz Collection method: secondsHoriz Acc measure units:.5Horiz Acc measure: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-14 Date: 10/30/1998 Average Water Depth: Not Reported Deep Water Depth:21.8 Shallow Water Depth: 13.3 Groundwater Flow:W Site ID:083002031T11 SSE 1/2 - 1 Mile Higher 34062AQUIFLOW CADW60000031742Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 04S09W04D001SState well numbe: 338575N1178318W001Site code: -117.8318Longitude: 33.8575Latitude: 31742Objectid: C10 ENE 1/2 - 1 Mile Higher CADW60000031742CA WELLS Date:11/06/1987 Average Water Depth: 80 Deep Water Depth:Not Reported Shallow Water Depth: Not Reported Groundwater Flow:Not Reported Site ID:083000384T9 NNE 1/4 - 1/2 Mile Higher 65029AQUIFLOW Date:12/03/1996 Average Water Depth: 170 Deep Water Depth:Not Reported Shallow Water Depth: Not Reported Groundwater Flow:SE Site ID:083002927T8 NNE 1/4 - 1/2 Mile Higher 50959AQUIFLOW Date:08/06/1992 Average Water Depth: 110 Deep Water Depth:Not Reported Shallow Water Depth: Not Reported Groundwater Flow:SSW Site ID:083000373T7 NNW 1/4 - 1/2 Mile Lower 50947AQUIFLOW Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-15 1972-12-27 144.80 1972-10-27 147.20 1973-06-29 99.30 1973-02-23 84.40 1974-04-29 74.00 1973-10-30 118.80 1974-10-24 94.60 1974-06-27 82.60 1975-03-05 90.40 1975-01-06 82.80 1975-08-28 93.80 1975-04-28 82.30 1977-03-14 76.70 1976-10-27 113.00 1978-08-29 65.38 1977-11-04 134.00 1979-02-01 61.53 1978-11-07 76.54 1979-08-01 66.66 1979-04-30 64.11 1980-02-06 61.29 1979-11-13 86.24 1980-08-25 63.81 1980-06-11 59.26 1981-02-04 57.53 1980-10-29 80.05 1981-07-27 72.06 1981-05-05 54.22 1982-01-25 61.27 1981-11-02 72.77 1982-08-03 75.37 1982-04-28 64.25 1983-02-09 59.83 1982-11-03 85.03 1983-08-24 72.31 1983-05-10 63.86 1984-02-17 60.65 1983-11-03 76.52 1984-08-29 75.60 1984-05-18 69.35 1985-02-13 68.66 1984-11-02 77.25 1985-08-22 81.09 1985-05-07 73.29 1986-02-11 70.65 1985-11-04 63.41 1986-09-04 82.46 1986-05-05 79.60 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 54 ftWellholedepth units: 398Wellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Level or other surveying methodVertcollection method: feetVert accmeasure units: .10Vertacc measure val:feetVert measure units: 245.40Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-117.8308903Longitude: 33.8575154Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18070203Huc code: Not ReportedMonloc desc: WellMonloc type: 004S009W04D001SMonloc name: USGS-335127117494801Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: C12 ENE 1/2 - 1 Mile Higher USGS40000138628FED USGS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-16 D15 NNW 1/2 - 1 Mile Lower CADW60000018516CA WELLS CADW60000001610Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 03S09W32Q010SState well numbe: 338623N1178442W001Site code: -117.8442Longitude: 33.8623Latitude: 1610Objectid: 14 NNW 1/2 - 1 Mile Lower CADW60000001610CA WELLS CADW60000018519Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 03S09W32Q003SState well numbe: 338621N1178423W001Site code: -117.8423Longitude: 33.8621Latitude: 18519Objectid: D13 NNW 1/2 - 1 Mile Higher CADW60000018519CA WELLS 1971-06-25 92.80 1971-04-06 78.40 1972-01-04 125.90 1971-10-26 131.00 1972-08-29 131.70 1972-02-24 88.50 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, continued. ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-17 24000Sourcemap scale:-117.8472798Longitude: 33.8614041Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18070106Huc code: Not ReportedMonloc desc: WellMonloc type: 003S009W32P002SMonloc name: USGS-335141117504701Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: F17 NW 1/2 - 1 Mile Lower USGS40000138652FED USGS CADW60000033279Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 03S09W33N003SState well numbe: 338620N1178337W001Site code: -117.8337Longitude: 33.862Latitude: 33279Objectid: E16 NNE 1/2 - 1 Mile Higher CADW60000033279CA WELLS CADW60000018516Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 03S09W32K006SState well numbe: 338629N1178426W001Site code: -117.8426Longitude: 33.8629Latitude: 18516Objectid: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-18 WELL 032 - ABANDONEDSource Name: UndefinedPrecision:335100.0 1175100.0Source Lat/Long: AbandonedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3010001025FRDS Number: TEEUser ID:03S/09W-32K08 SPrime Station Code: Water System Information: G18 WSW 1/2 - 1 Mile Lower 3794CA WELLS 1974-03-13 114.80 1974-06-27 113.20 1974-04-29 108.90 1975-01-06 94.60 1974-10-24 101.20 1975-04-28 94.50 1975-03-05 101.00 1975-12-30 97.10 1975-06-23 95.20 1976-04-27 104.80 1976-03-10 98.70 1977-01-13 130.30 1976-10-27 128.80 1978-08-29 78.76 1977-03-14 98.60 1979-02-05 75.50 1978-11-07 93.57 1979-08-01 87.84 1979-04-30 75.20 1980-02-06 71.17 1979-11-14 86.98 1980-08-29 81.46 1980-06-11 70.80 1981-02-04 66.81 1980-10-29 94.73 1981-07-30 85.93 1981-05-05 61.59 1982-01-25 74.92 1981-11-02 83.73 1982-08-03 93.77 1982-04-28 79.92 1983-02-09 76.64 1982-11-03 83.62 Note: A nearby site that taps the same aquifer was being pumped. 1983-05-10 80.45 1983-08-24 94.53 1984-02-17 65.05 1983-11-03 100.17 1984-08-30 85.96 1984-05-18 79.76 1985-02-13 78.25 1984-11-02 76.20 1985-08-22 98.53 1985-05-09 87.53 1986-02-11 80.60 1985-11-04 68.88 1986-09-04 103.04 1986-05-05 94.62 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 47 ftWellholedepth units: 320Wellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:19260101Construction date: Not ReportedAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 10Vertacc measure val:feetVert measure units: 230.00Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-19 G21 WSW 1/2 - 1 Mile Lower 3797CA WELLS NITRATE + NITRITE (AS N)Chemical: 3120. UG/LFindings:01-APR-09Sample Collected: ANAHEIMArea Served: 57397Connections:292900Pop Served: ANAHEIM, CA 92805 P.O. BOX 3222 (#559) Organization That Operates System: City of AnaheimSystem Name: 3010001System Number: WELL 028Source Name: UndefinedPrecision:335100.0 1175100.0Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3010001021FRDS Number: TEEUser ID:03S/09W-32P04 SPrime Station Code: Water System Information: G20 WSW 1/2 - 1 Mile Lower 3798CA WELLS ANAHEIMArea Served: 57397Connections:292900Pop Served: ANAHEIM, CA 92805 P.O. BOX 3222 (#559) Organization That Operates System: City of AnaheimSystem Name: 3010001System Number: WELL 030 - ABANDONEDSource Name: UndefinedPrecision:335100.0 1175100.0Source Lat/Long: AbandonedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3010001023FRDS Number: TEEUser ID:03S/09W-32K06 SPrime Station Code: Water System Information: G19 WSW 1/2 - 1 Mile Lower 3792CA WELLS ANAHEIMArea Served: 57397Connections:292900Pop Served: ANAHEIM, CA 92805 P.O. BOX 3222 (#559) Organization That Operates System: City of AnaheimSystem Name: 3010001System Number: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-20 1983-02-09 51.28 1982-11-03 65.85 1983-08-24 62.71 1983-05-10 53.07 1984-02-17 47.49 1983-11-03 61.56 1984-08-29 69.11 1984-05-18 57.12 1985-02-13 52.39 1984-11-02 63.55 1985-08-22 68.35 1985-05-07 60.77 1986-02-11 55.89 1985-11-04 56.76 1986-09-04 70.39 1986-05-05 65.45 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 44 ftWellholedepth units: 378Wellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:19300101Construction date: Not ReportedAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Level or other surveying methodVertcollection method: feetVert accmeasure units: .10Vertacc measure val:feetVert measure units: 244.50Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-117.8328349Longitude: 33.8619597Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18070106Huc code: Not ReportedMonloc desc: WellMonloc type: 003S009W33N003SMonloc name: USGS-335143117495501Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: E22 NE 1/2 - 1 Mile Higher USGS40000138653FED USGS NITRATE (AS NO3)Chemical: 17.92 MG/LFindings:03-JAN-06Sample Collected: ANAHEIMArea Served: 57397Connections:292900Pop Served: ANAHEIM, CA 92805 P.O. BOX 3222 (#559) Organization That Operates System: City of AnaheimSystem Name: 3010001System Number: WELL 027Source Name: UndefinedPrecision:335100.0 1175100.0Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3010001020FRDS Number: TEEUser ID:03S/09W-32P03 SPrime Station Code: Water System Information: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-21 ANAHEIMArea Served: 57397Connections:292900Pop Served: ANAHEIM, CA 92805 P.O. BOX 3222 (#559) Organization That Operates System: City of AnaheimSystem Name: 3010001System Number: WELL 042Source Name: 1,000 Feet (10 Seconds)Precision:335142.3 1175049.2Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3010001035FRDS Number: TEEUser ID:03S/09W-32P05 SPrime Station Code: Water System Information: F24 NW 1/2 - 1 Mile Lower 3799CA WELLS CADW60000001502Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 03S09W32K001SState well numbe: 338636N1178425W001Site code: -117.8425Longitude: 33.8636Latitude: 1502Objectid: H23 NNW 1/2 - 1 Mile Lower CADW60000001502CA WELLS 1973-02-23 61.90 1972-02-24 68.00 1975-03-05 68.30 1975-01-06 64.70 1975-06-23 70.70 1975-04-28 66.90 1975-10-28 76.40 1975-08-28 73.50 1976-03-10 68.60 1975-12-30 70.40 1976-10-27 93.70 1976-04-27 72.90 1978-11-07 63.89 1977-03-14 63.10 1979-04-30 52.08 1979-02-01 55.93 1979-11-13 67.87 1979-08-01 60.44 1980-06-11 49.73 1980-02-06 52.62 1980-10-28 64.51 1980-08-25 55.38 1981-08-07 59.80 1981-02-04 47.36 1982-01-25 52.63 1981-11-02 63.59 1982-08-02 63.50 1982-04-28 53.72 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, continued. ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-22 SODIUMChemical: 76.9 MG/LFindings:07-JUL-11Sample Collected: MAGNESIUMChemical: 19.2 MG/LFindings:07-JUL-11Sample Collected: CALCIUMChemical: 106. MG/LFindings:07-JUL-11Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 344. MG/LFindings:07-JUL-11Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: 0.67 MG/LFindings:07-JUL-11Sample Collected: BICARBONATE ALKALINITYChemical: 196. MG/LFindings:07-JUL-11Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: 196. MG/LFindings:07-JUL-11Sample Collected: PH, LABORATORYChemical: 7.9Findings:07-JUL-11Sample Collected: SPECIFIC CONDUCTANCEChemical: 1040. USFindings:07-JUL-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3440. UG/LFindings:07-APR-11Sample Collected: NITRATE (AS NO3)Chemical: 15.25 MG/LFindings:07-APR-11Sample Collected: TOTAL TRIHALOMETHANESChemical: . 0.25 UG/LFindings:09-APR-15Sample Collected: RADIUM, TOTAL, MDA95-NTNC ONLY, BY 903.0Chemical: . 0.418 PCI/LFindings:01-JUL-14Sample Collected: RA-226 OR TOTAL RA BY 903.0 C.E.Chemical: . 0.185 PCI/LFindings:01-JUL-14Sample Collected: RADIUM 228 MDA95Chemical: . 0.253 PCI/LFindings:01-JUL-14Sample Collected: URANIUM MDA95Chemical: . 0.3 PCI/LFindings:01-JUL-14Sample Collected: GROSS ALPHA MDA95Chemical: . 1.11 PCI/LFindings:01-JUL-14Sample Collected: URANIUM COUNTING ERRORChemical: . 1.19 PCI/LFindings:01-JUL-14Sample Collected: URANIUM (PCI/L)Chemical: . 5.03 PCI/LFindings:01-JUL-14Sample Collected: RADIUM 228 COUNTING ERRORChemical: . 0.52 PCI/LFindings:01-JUL-14Sample Collected: GROSS ALPHA COUNTING ERRORChemical: . 1.55 PCI/LFindings:01-JUL-14Sample Collected: GROSS ALPHAChemical: . 3.12 PCI/LFindings:01-JUL-14Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-23 ALKALINITY (TOTAL) AS CACO3Chemical: . 209. MG/LFindings:01-APR-14Sample Collected: PH, LABORATORYChemical: . 7.8Findings:01-APR-14Sample Collected: SPECIFIC CONDUCTANCEChemical: . 1030. USFindings:01-APR-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3410. UG/LFindings:06-MAY-13Sample Collected: NITRATE (AS NO3)Chemical: 15.1 MG/LFindings:06-MAY-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2970. UG/LFindings:05-APR-12Sample Collected: NITRATE (AS NO3)Chemical: 13.1 MG/LFindings:05-APR-12Sample Collected: TURBIDITY, LABORATORYChemical: 0.2 NTUFindings:13-JUL-11Sample Collected: TURBIDITY, LABORATORYChemical: 0.4 NTUFindings:13-JUL-11Sample Collected: URANIUM COUNTING ERRORChemical: 1.01 PCI/LFindings:07-JUL-11Sample Collected: URANIUM (PCI/L)Chemical: 8.14 PCI/LFindings:07-JUL-11Sample Collected: GROSS ALPHA COUNTING ERRORChemical: 1.72 PCI/LFindings:07-JUL-11Sample Collected: GROSS ALPHAChemical: 8.08 PCI/LFindings:07-JUL-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3220. UG/LFindings:07-JUL-11Sample Collected: BROMIDEChemical: 0.18 MG/LFindings:07-JUL-11Sample Collected: NITRATE (AS NO3)Chemical: 14.3 MG/LFindings:07-JUL-11Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 640. MG/LFindings:07-JUL-11Sample Collected: VANADIUMChemical: 3.6 UG/LFindings:07-JUL-11Sample Collected: BORONChemical: 190. UG/LFindings:07-JUL-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.4 MG/LFindings:07-JUL-11Sample Collected: CHLORIDEChemical: 104. MG/LFindings:07-JUL-11Sample Collected: POTASSIUMChemical: 4.3 MG/LFindings:07-JUL-11Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-24 OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 03S09W32P002SState well numbe: 338614N1178482W001Site code: -117.8482Longitude: 33.8614Latitude: 18518Objectid: F25 NW 1/2 - 1 Mile Lower CADW60000018518CA WELLS NITRATE + NITRITE (AS N)Chemical: . 3110. UG/LFindings:01-APR-14Sample Collected: BROMIDEChemical: . 0.23 MG/LFindings:01-APR-14Sample Collected: TURBIDITY, LABORATORYChemical: . 0.1 NTUFindings:01-APR-14Sample Collected: NITRATE (AS NO3)Chemical: . 13.7 MG/LFindings:01-APR-14Sample Collected: TOTAL DISSOLVED SOLIDSChemical: . 626. MG/LFindings:01-APR-14Sample Collected: VANADIUMChemical: . 4.3 UG/LFindings:01-APR-14Sample Collected: BORONChemical: . 220. UG/LFindings:01-APR-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.4 MG/LFindings:01-APR-14Sample Collected: CHLORIDEChemical: . 108. MG/LFindings:01-APR-14Sample Collected: POTASSIUMChemical: . 4.4 MG/LFindings:01-APR-14Sample Collected: SODIUMChemical: . 80.4 MG/LFindings:01-APR-14Sample Collected: MAGNESIUMChemical: . 19.2 MG/LFindings:01-APR-14Sample Collected: CALCIUMChemical: . 104. MG/LFindings:01-APR-14Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: . 339. MG/LFindings:01-APR-14Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: . 0.69 MG/LFindings:01-APR-14Sample Collected: BICARBONATE ALKALINITYChemical: . 209. MG/LFindings:01-APR-14Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-25 28 West 1/2 - 1 Mile Lower CADW60000015417CA WELLS CADW60000000623Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 04S09W04L002SState well numbe: 338518N1178275W001Site code: -117.8275Longitude: 33.8518Latitude: 623Objectid: 27 ESE 1/2 - 1 Mile Higher CADW60000000623CA WELLS CADW60000018517Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 03S09W32K008SState well numbe: 338638N1178430W001Site code: -117.843Longitude: 33.8638Latitude: 18517Objectid: H26 NNW 1/2 - 1 Mile Lower CADW60000018517CA WELLS CADW60000018518Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-26 ALKALINITY (TOTAL) AS CACO3Chemical: 208. MG/LFindings:03-APR-13Sample Collected: PH, LABORATORYChemical: 7.8Findings:03-APR-13Sample Collected: SPECIFIC CONDUCTANCEChemical: 1040. USFindings:03-APR-13Sample Collected: MANGANESEChemical: 120. UG/LFindings:03-APR-13Sample Collected: ARSENICChemical: 6.1 UG/LFindings:03-APR-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.56 MG/LFindings:03-APR-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2150. UG/LFindings:09-JAN-13Sample Collected: YORBA LINDAArea Served: 19848Connections:70000Pop Served: Yorba Linda, CA 92686 P.O. Box 309 Organization That Operates System: Yorba Linda Water DistrictSystem Name: 3010037System Number: WELL 11Source Name: 100 Feet (one Second)Precision:335118.5 1174931.2Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3010037007FRDS Number: TEEUser ID:04S/09W-04G01 SPrime Station Code: Water System Information: 29 East 1/2 - 1 Mile Higher 5031CA WELLS CADW60000015417Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 04S09W05M002SState well numbe: 338524N1178525W001Site code: -117.8525Longitude: 33.8524Latitude: 15417Objectid: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-27 VANADIUMChemical: 6.3 UG/LFindings:30-APR-13Sample Collected: MANGANESEChemical: 133. UG/LFindings:30-APR-13Sample Collected: ARSENICChemical: 5.5 UG/LFindings:30-APR-13Sample Collected: SPECIFIC CONDUCTANCEChemical: 1040. USFindings:30-APR-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2420. UG/LFindings:03-APR-13Sample Collected: BROMIDEChemical: 0.18 MG/LFindings:03-APR-13Sample Collected: TURBIDITY, LABORATORYChemical: 0.4 NTUFindings:03-APR-13Sample Collected: NITRATE (AS NO3)Chemical: 10.7 MG/LFindings:03-APR-13Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 632. MG/LFindings:03-APR-13Sample Collected: VANADIUMChemical: 6.3 UG/LFindings:03-APR-13Sample Collected: MANGANESEChemical: 113. UG/LFindings:03-APR-13Sample Collected: BORONChemical: 260. UG/LFindings:03-APR-13Sample Collected: ARSENICChemical: 5.6 UG/LFindings:03-APR-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.51 MG/LFindings:03-APR-13Sample Collected: CHLORIDEChemical: 119. MG/LFindings:03-APR-13Sample Collected: POTASSIUMChemical: 6.5 MG/LFindings:03-APR-13Sample Collected: SODIUMChemical: 92.2 MG/LFindings:03-APR-13Sample Collected: MAGNESIUMChemical: 20.6 MG/LFindings:03-APR-13Sample Collected: CALCIUMChemical: 88.5 MG/LFindings:03-APR-13Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 306. MG/LFindings:03-APR-13Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: 1.3 MG/LFindings:03-APR-13Sample Collected: BICARBONATE ALKALINITYChemical: 254. MG/LFindings:03-APR-13Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-28 ARSENICChemical: 6.8 UG/LFindings:08-JAN-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.46 MG/LFindings:08-JAN-14Sample Collected: MANGANESEChemical: 110. UG/LFindings:16-OCT-13Sample Collected: ARSENICChemical: 5.2 UG/LFindings:16-OCT-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.59 MG/LFindings:16-OCT-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2160. UG/LFindings:16-OCT-13Sample Collected: NITRATE (AS NO3)Chemical: 9.5 MG/LFindings:16-OCT-13Sample Collected: MANGANESEChemical: 97.9 UG/LFindings:16-OCT-13Sample Collected: ARSENICChemical: 4.1 UG/LFindings:16-OCT-13Sample Collected: MANGANESEChemical: 139. UG/LFindings:03-JUL-13Sample Collected: ARSENICChemical: 5.4 UG/LFindings:03-JUL-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2990. UG/LFindings:03-JUL-13Sample Collected: NITRATE (AS NO3)Chemical: 13.2 MG/LFindings:03-JUL-13Sample Collected: MANGANESEChemical: 142. UG/LFindings:03-JUL-13Sample Collected: ARSENICChemical: 6.1 UG/LFindings:03-JUL-13Sample Collected: MANGANESEChemical: 150. UG/LFindings:03-JUL-13Sample Collected: ARSENICChemical: 5.2 UG/LFindings:03-JUL-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.51 MG/LFindings:03-JUL-13Sample Collected: VANADIUMChemical: 5.8 UG/LFindings:30-APR-13Sample Collected: MANGANESEChemical: 138. UG/LFindings:30-APR-13Sample Collected: ARSENICChemical: 5.4 UG/LFindings:30-APR-13Sample Collected: SPECIFIC CONDUCTANCEChemical: 1040. USFindings:30-APR-13Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-29 URANIUM COUNTING ERRORChemical: . 1.26 PCI/LFindings:03-SEP-14Sample Collected: URANIUM (PCI/L)Chemical: . 4.59 PCI/LFindings:03-SEP-14Sample Collected: RADIUM 228 COUNTING ERRORChemical: . 0.79 PCI/LFindings:03-SEP-14Sample Collected: GROSS ALPHA COUNTING ERRORChemical: . 1.99 PCI/LFindings:03-SEP-14Sample Collected: GROSS ALPHAChemical: . 6.64 PCI/LFindings:03-SEP-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 2210. UG/LFindings:03-SEP-14Sample Collected: NITRATE (AS NO3)Chemical: . 9.77 MG/LFindings:03-SEP-14Sample Collected: MANGANESEChemical: . 254. UG/LFindings:03-SEP-14Sample Collected: ARSENICChemical: . 2.8 UG/LFindings:03-SEP-14Sample Collected: MANGANESEChemical: . 180. UG/LFindings:03-APR-14Sample Collected: ARSENICChemical: . 5.9 UG/LFindings:03-APR-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.55 MG/LFindings:03-APR-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 2300. UG/LFindings:02-APR-14Sample Collected: NITRATE (AS NO3)Chemical: . 10.2 MG/LFindings:02-APR-14Sample Collected: MANGANESEChemical: . 171. UG/LFindings:02-APR-14Sample Collected: ARSENICChemical: . 4.7 UG/LFindings:02-APR-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2510. UG/LFindings:08-JAN-14Sample Collected: NITRATE (AS NO3)Chemical: 11.1 MG/LFindings:08-JAN-14Sample Collected: MANGANESEChemical: 160. UG/LFindings:08-JAN-14Sample Collected: ARSENICChemical: 6. UG/LFindings:08-JAN-14Sample Collected: MANGANESEChemical: 190. UG/LFindings:08-JAN-14Sample Collected: IRONChemical: 340. UG/LFindings:08-JAN-14Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-30 FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.6 MG/LFindings:19-JAN-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 2400. UG/LFindings:03-JUN-15Sample Collected: NITRATE (AS NO3)Chemical: . 10.57 MG/LFindings:03-JUN-15Sample Collected: MANGANESEChemical: . 146. UG/LFindings:03-JUN-15Sample Collected: MANGANESEChemical: . 160. UG/LFindings:09-APR-15Sample Collected: ARSENICChemical: . 4.7 UG/LFindings:09-APR-15Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.52 MG/LFindings:09-APR-15Sample Collected: MANGANESEChemical: . 140. UG/LFindings:01-APR-15Sample Collected: ARSENICChemical: . 4.3 UG/LFindings:01-APR-15Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.52 MG/LFindings:01-APR-15Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 2170. UG/LFindings:30-MAR-15Sample Collected: NITRATE (AS NO3)Chemical: . 9.56 MG/LFindings:30-MAR-15Sample Collected: MANGANESEChemical: . 142. UG/LFindings:30-MAR-15Sample Collected: MANGANESEChemical: . 310. UG/LFindings:03-SEP-14Sample Collected: ARSENICChemical: . 4.3 UG/LFindings:03-SEP-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.58 MG/LFindings:03-SEP-14Sample Collected: RADIUM, TOTAL, MDA95-NTNC ONLY, BY 903.0Chemical: . 0.47 PCI/LFindings:03-SEP-14Sample Collected: RA-226 OR TOTAL RA BY 903.0 C.E.Chemical: . 0.231 PCI/LFindings:03-SEP-14Sample Collected: RA-226 FOR CWS OR TOTAL RA FOR NTNC BY 903.0Chemical: . 0.111 PCI/LFindings:03-SEP-14Sample Collected: RADIUM 228 MDA95Chemical: . 0.2 PCI/LFindings:03-SEP-14Sample Collected: URANIUM MDA95Chemical: . 0.3 PCI/LFindings:03-SEP-14Sample Collected: GROSS ALPHA MDA95Chemical: . 1.11 PCI/LFindings:03-SEP-14Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-31 NITRATE (AS NO3)Chemical: 9.3 MG/LFindings:04-APR-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2090. UG/LFindings:22-MAR-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:22-MAR-12Sample Collected: NITRATE (AS NO3)Chemical: 9.2 MG/LFindings:22-MAR-12Sample Collected: MANGANESEChemical: 44. UG/LFindings:21-DEC-11Sample Collected: ARSENICChemical: 2.3 UG/LFindings:21-DEC-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.6 MG/LFindings:21-DEC-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2240. UG/LFindings:19-DEC-11Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:19-DEC-11Sample Collected: NITRATE (AS NO3)Chemical: 9.89 MG/LFindings:19-DEC-11Sample Collected: URANIUM COUNTING ERRORChemical: 0.95 PCI/LFindings:11-AUG-11Sample Collected: URANIUM (PCI/L)Chemical: 7.52 PCI/LFindings:11-AUG-11Sample Collected: GROSS ALPHA COUNTING ERRORChemical: 1.68 PCI/LFindings:11-AUG-11Sample Collected: GROSS ALPHAChemical: 7.65 PCI/LFindings:11-AUG-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2560. UG/LFindings:10-MAY-11Sample Collected: NITRATE (AS NO3)Chemical: 11.33 MG/LFindings:10-MAY-11Sample Collected: MANGANESEChemical: 35. UG/LFindings:21-APR-11Sample Collected: ARSENICChemical: 3.4 UG/LFindings:21-APR-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.57 MG/LFindings:21-APR-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2600. UG/LFindings:03-MAR-11Sample Collected: NITRATE (AS NO3)Chemical: 11.5 MG/LFindings:03-MAR-11Sample Collected: MANGANESEChemical: 48. UG/LFindings:19-JAN-11Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-32 J31 NW 1/2 - 1 Mile Lower 3795CA WELLS CADW60000016897Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 03S09W33Q003SState well numbe: 338597N1178274W001Site code: -117.8274Longitude: 33.8597Latitude: 16897Objectid: I30 ENE 1/2 - 1 Mile Higher CADW60000016897CA WELLS NITRATE (AS NO3)Chemical: 9.5 MG/LFindings:09-JAN-13Sample Collected: MANGANESEChemical: 110. UG/LFindings:28-NOV-12Sample Collected: ARSENICChemical: 4.4 UG/LFindings:28-NOV-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.56 MG/LFindings:28-NOV-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2200. UG/LFindings:26-NOV-12Sample Collected: NITRATE (AS NO3)Chemical: 9.71 MG/LFindings:26-NOV-12Sample Collected: MANGANESEChemical: 42. UG/LFindings:04-APR-12Sample Collected: ARSENICChemical: 2.7 UG/LFindings:04-APR-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.6 MG/LFindings:04-APR-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2110. UG/LFindings:04-APR-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:04-APR-12Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-33 RA-226 FOR CWS OR TOTAL RA FOR NTNC BY 903.0Chemical: . 3.9e-002 PCI/LFindings:01-JUL-14Sample Collected: RADIUM 228 MDA95Chemical: . 0.2 PCI/LFindings:01-JUL-14Sample Collected: URANIUM MDA95Chemical: . 0.3 PCI/LFindings:01-JUL-14Sample Collected: GROSS ALPHA MDA95Chemical: . 1.11 PCI/LFindings:01-JUL-14Sample Collected: URANIUM COUNTING ERRORChemical: . 1.14 PCI/LFindings:01-JUL-14Sample Collected: URANIUM (PCI/L)Chemical: . 4.54 PCI/LFindings:01-JUL-14Sample Collected: RADIUM 228 COUNTING ERRORChemical: . 0.388 PCI/LFindings:01-JUL-14Sample Collected: GROSS ALPHA COUNTING ERRORChemical: . 1.74 PCI/LFindings:01-JUL-14Sample Collected: GROSS ALPHAChemical: . 4.33 PCI/LFindings:01-JUL-14Sample Collected: TOTAL TRIHALOMETHANESChemical: . 0.25 UG/LFindings:01-JUL-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 2360. UG/LFindings:01-APR-14Sample Collected: BROMIDEChemical: . 0.28 MG/LFindings:01-APR-14Sample Collected: TOTAL TRIHALOMETHANESChemical: . 0.25 UG/LFindings:01-APR-14Sample Collected: TURBIDITY, LABORATORYChemical: . 0.1 NTUFindings:01-APR-14Sample Collected: NITRATE (AS NO3)Chemical: . 10.4 MG/LFindings:01-APR-14Sample Collected: TOTAL DISSOLVED SOLIDSChemical: . 632. MG/LFindings:01-APR-14Sample Collected: ANAHEIMArea Served: 57397Connections:292900Pop Served: ANAHEIM, CA 92805 P.O. BOX 3222 (#559) Organization That Operates System: City of AnaheimSystem Name: 3010001System Number: WELL 043Source Name: 1,000 Feet (10 Seconds)Precision:335147.8 1175054.8Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3010001036FRDS Number: TEEUser ID:03S/09W-32L01 SPrime Station Code: Water System Information: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-34 BORONChemical: 220. UG/LFindings:07-JUL-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.39 MG/LFindings:07-JUL-11Sample Collected: CHLORIDEChemical: 104. MG/LFindings:07-JUL-11Sample Collected: POTASSIUMChemical: 4.6 MG/LFindings:07-JUL-11Sample Collected: SODIUMChemical: 86.2 MG/LFindings:07-JUL-11Sample Collected: MAGNESIUMChemical: 19.1 MG/LFindings:07-JUL-11Sample Collected: CALCIUMChemical: 106. MG/LFindings:07-JUL-11Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 343. MG/LFindings:07-JUL-11Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: 0.54 MG/LFindings:07-JUL-11Sample Collected: BICARBONATE ALKALINITYChemical: 236. MG/LFindings:07-JUL-11Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: 194. MG/LFindings:07-JUL-11Sample Collected: PH, LABORATORYChemical: 7.9Findings:07-JUL-11Sample Collected: SPECIFIC CONDUCTANCEChemical: 1070. USFindings:07-JUL-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2500. UG/LFindings:07-APR-11Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:07-APR-11Sample Collected: NITRATE (AS NO3)Chemical: 11.08 MG/LFindings:07-APR-11Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.6 UG/LFindings:19-JAN-11Sample Collected: TOTAL TRIHALOMETHANESChemical: . 0.25 UG/LFindings:09-APR-15Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.5 UG/LFindings:19-JAN-11Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.6 UG/LFindings:04-JAN-11Sample Collected: RADIUM, TOTAL, MDA95-NTNC ONLY, BY 903.0Chemical: . 0.418 PCI/LFindings:01-JUL-14Sample Collected: RA-226 OR TOTAL RA BY 903.0 C.E.Chemical: . 0.226 PCI/LFindings:01-JUL-14Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-35 TOTAL TRIHALOMETHANESChemical: 1.3 UG/LFindings:01-MAY-13Sample Collected: NITRATE (AS NO3)Chemical: 10.7 MG/LFindings:01-MAY-13Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.5 UG/LFindings:16-JAN-13Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:02-OCT-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:10-JUL-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2400. UG/LFindings:05-APR-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:05-APR-12Sample Collected: NITRATE (AS NO3)Chemical: 10.6 MG/LFindings:05-APR-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:05-JAN-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:04-OCT-11Sample Collected: TURBIDITY, LABORATORYChemical: 0.4 NTUFindings:13-JUL-11Sample Collected: TURBIDITY, LABORATORYChemical: 0.3 NTUFindings:13-JUL-11Sample Collected: URANIUM COUNTING ERRORChemical: 0.98 PCI/LFindings:07-JUL-11Sample Collected: URANIUM (PCI/L)Chemical: 7.77 PCI/LFindings:07-JUL-11Sample Collected: GROSS ALPHA COUNTING ERRORChemical: 1.66 PCI/LFindings:07-JUL-11Sample Collected: GROSS ALPHAChemical: 7.48 PCI/LFindings:07-JUL-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2350. UG/LFindings:07-JUL-11Sample Collected: BROMIDEChemical: 0.18 MG/LFindings:07-JUL-11Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:07-JUL-11Sample Collected: NITRATE (AS NO3)Chemical: 10.4 MG/LFindings:07-JUL-11Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 632. MG/LFindings:07-JUL-11Sample Collected: VANADIUMChemical: 3.5 UG/LFindings:07-JUL-11Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-36 K32 NE 1/2 - 1 Mile Higher 3804CA WELLS VANADIUMChemical: . 3.2 UG/LFindings:01-APR-14Sample Collected: BORONChemical: . 240. UG/LFindings:01-APR-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.41 MG/LFindings:01-APR-14Sample Collected: CHLORIDEChemical: . 110. MG/LFindings:01-APR-14Sample Collected: POTASSIUMChemical: . 4.5 MG/LFindings:01-APR-14Sample Collected: SODIUMChemical: . 89.1 MG/LFindings:01-APR-14Sample Collected: MAGNESIUMChemical: . 18.5 MG/LFindings:01-APR-14Sample Collected: CALCIUMChemical: . 101. MG/LFindings:01-APR-14Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: . 328. MG/LFindings:01-APR-14Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: . 0.55 MG/LFindings:01-APR-14Sample Collected: BICARBONATE ALKALINITYChemical: . 200. MG/LFindings:01-APR-14Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: . 200. MG/LFindings:01-APR-14Sample Collected: PH, LABORATORYChemical: . 7.7Findings:01-APR-14Sample Collected: SPECIFIC CONDUCTANCEChemical: . 1040. USFindings:01-APR-14Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:21-JAN-14Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.5 UG/LFindings:01-OCT-13Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.6 UG/LFindings:01-JUL-13Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.6 UG/LFindings:17-JUN-13Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.6 UG/LFindings:17-JUN-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2410. UG/LFindings:01-MAY-13Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-37 NITRATE (AS NO3)Chemical: 12.26 MG/LFindings:18-JAN-12Sample Collected: ARSENICChemical: 2.7 UG/LFindings:05-OCT-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.54 MG/LFindings:05-OCT-11Sample Collected: ARSENICChemical: 2.2 UG/LFindings:21-SEP-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.54 MG/LFindings:21-SEP-11Sample Collected: ARSENICChemical: 3.4 UG/LFindings:06-APR-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.51 MG/LFindings:06-APR-11Sample Collected: URANIUM COUNTING ERRORChemical: 1.06 PCI/LFindings:14-MAR-11Sample Collected: URANIUM (PCI/L)Chemical: 9.19 PCI/LFindings:14-MAR-11Sample Collected: GROSS ALPHA COUNTING ERRORChemical: 1.8 PCI/LFindings:14-MAR-11Sample Collected: GROSS ALPHAChemical: 9.08 PCI/LFindings:14-MAR-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2920. UG/LFindings:28-FEB-11Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:28-FEB-11Sample Collected: NITRATE (AS NO3)Chemical: 12.9 MG/LFindings:28-FEB-11Sample Collected: ARSENICChemical: 2.7 UG/LFindings:12-JAN-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.5 MG/LFindings:12-JAN-11Sample Collected: YORBA LINDAArea Served: 19848Connections:70000Pop Served: Yorba Linda, CA 92686 P.O. Box 309 Organization That Operates System: Yorba Linda Water DistrictSystem Name: 3010037System Number: WELL 10Source Name: 100 Feet (one Second)Precision:335143.8 1174939.0Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3010037006FRDS Number: TEEUser ID:03S/09W-33K06 SPrime Station Code: Water System Information: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-38 ARSENICChemical: 3. UG/LFindings:09-JAN-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.49 MG/LFindings:09-JAN-13Sample Collected: CHLORIDEChemical: 109. MG/LFindings:09-JAN-13Sample Collected: POTASSIUMChemical: 4.5 MG/LFindings:09-JAN-13Sample Collected: SODIUMChemical: 81.1 MG/LFindings:09-JAN-13Sample Collected: MAGNESIUMChemical: 19.4 MG/LFindings:09-JAN-13Sample Collected: CALCIUMChemical: 94.6 MG/LFindings:09-JAN-13Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 316. MG/LFindings:09-JAN-13Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: 0.89 MG/LFindings:09-JAN-13Sample Collected: BICARBONATE ALKALINITYChemical: 257. MG/LFindings:09-JAN-13Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: 211. MG/LFindings:09-JAN-13Sample Collected: PH, LABORATORYChemical: 7.8Findings:09-JAN-13Sample Collected: SPECIFIC CONDUCTANCEChemical: 972. USFindings:09-JAN-13Sample Collected: ARSENICChemical: 2.6 UG/LFindings:28-NOV-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.54 MG/LFindings:28-NOV-12Sample Collected: ARSENICChemical: 3.5 UG/LFindings:11-JUL-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.56 MG/LFindings:11-JUL-12Sample Collected: ARSENICChemical: 3.2 UG/LFindings:04-APR-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.53 MG/LFindings:04-APR-12Sample Collected: ARSENICChemical: 3.3 UG/LFindings:18-JAN-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.54 MG/LFindings:18-JAN-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2770. UG/LFindings:18-JAN-12Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-39 URANIUM (PCI/L)Chemical: 8.6 PCI/LFindings:08-JAN-14Sample Collected: RADIUM 228 COUNTING ERRORChemical: . 0.554 PCI/LFindings:08-JAN-14Sample Collected: GROSS ALPHA COUNTING ERRORChemical: 2.33 PCI/LFindings:08-JAN-14Sample Collected: GROSS ALPHAChemical: 8.53 PCI/LFindings:08-JAN-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3150. UG/LFindings:08-JAN-14Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:08-JAN-14Sample Collected: NITRATE (AS NO3)Chemical: 13.9 MG/LFindings:08-JAN-14Sample Collected: ARSENICChemical: 3.4 UG/LFindings:08-JAN-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.46 MG/LFindings:08-JAN-14Sample Collected: ARSENICChemical: 4.1 UG/LFindings:02-OCT-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.56 MG/LFindings:02-OCT-13Sample Collected: ARSENICChemical: 2.8 UG/LFindings:03-JUL-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.51 MG/LFindings:03-JUL-13Sample Collected: ARSENICChemical: 3.3 UG/LFindings:03-APR-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.52 MG/LFindings:03-APR-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2620. UG/LFindings:09-JAN-13Sample Collected: BROMIDEChemical: 0.21 MG/LFindings:09-JAN-13Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:09-JAN-13Sample Collected: NITRATE (AS NO3)Chemical: 11.6 MG/LFindings:09-JAN-13Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 580. MG/LFindings:09-JAN-13Sample Collected: VANADIUMChemical: 4.9 UG/LFindings:09-JAN-13Sample Collected: BORONChemical: 250. UG/LFindings:09-JAN-13Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-40 I33 ENE 1/2 - 1 Mile Higher USGS40000138644FED USGS ARSENICChemical: . 2.8 UG/LFindings:01-APR-15Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.49 MG/LFindings:01-APR-15Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 2470. UG/LFindings:11-FEB-15Sample Collected: NITRATE (AS NO3)Chemical: . 10.92 MG/LFindings:11-FEB-15Sample Collected: ARSENICChemical: . 2.7 UG/LFindings:14-JAN-15Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.5 MG/LFindings:14-JAN-15Sample Collected: ARSENICChemical: . 2.6 UG/LFindings:08-OCT-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.57 MG/LFindings:08-OCT-14Sample Collected: ARSENICChemical: . 2.9 UG/LFindings:10-JUL-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.57 MG/LFindings:10-JUL-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 3150. UG/LFindings:09-JUL-14Sample Collected: NITRATE (AS NO3)Chemical: . 13.93 MG/LFindings:09-JUL-14Sample Collected: ARSENICChemical: . 3.4 UG/LFindings:03-APR-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.53 MG/LFindings:03-APR-14Sample Collected: RADIUM, TOTAL, MDA95-NTNC ONLY, BY 903.0Chemical: . 0.363 PCI/LFindings:08-JAN-14Sample Collected: RA-226 OR TOTAL RA BY 903.0 C.E.Chemical: . 0.16 PCI/LFindings:08-JAN-14Sample Collected: RADIUM 228 MDA95Chemical: . 0.2 PCI/LFindings:08-JAN-14Sample Collected: URANIUM MDA95Chemical: 0.3 PCI/LFindings:08-JAN-14Sample Collected: GROSS ALPHA MDA95Chemical: 1.11 PCI/LFindings:08-JAN-14Sample Collected: URANIUM COUNTING ERRORChemical: 2.06 PCI/LFindings:08-JAN-14Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-41 1970-12-02 57.50 1970-10-06 58.60 1971-04-06 47.30 1971-03-01 40.60 1971-10-26 82.40 1971-06-25 54.00 1972-02-24 49.90 1972-01-04 76.50 1972-07-27 62.80 1972-04-26 56.00 1972-10-27 73.20 1972-08-27 65.40 1973-03-23 53.90 1972-12-27 73.30 1973-10-30 63.70 1973-05-08 59.30 1974-03-13 46.10 1973-12-27 39.00 1974-06-27 42.00 1974-04-29 37.10 1974-10-24 45.30 1974-08-28 37.00 1975-03-05 54.70 1975-01-06 45.20 1975-08-28 57.60 1975-04-28 55.50 1975-12-30 56.60 1975-10-28 65.70 1976-10-27 66.80 1976-02-10 55.60 1977-11-01 71.90 1977-01-13 71.90 1978-11-07 43.42 1978-08-29 40.20 1979-04-30 27.85 1979-02-01 26.54 1979-11-13 46.34 1979-08-01 31.13 1980-06-11 23.00 1980-02-06 27.26 1980-10-30 36.26 1980-08-28 28.85 1981-05-05 20.98 1981-02-04 24.06 1981-11-02 31.42 1981-07-27 29.94 1982-04-28 26.12 1982-01-25 25.94 1982-11-03 45.62 1982-08-03 33.14 1983-05-10 24.15 1983-02-09 23.92 1983-11-03 30.22 1983-08-25 31.29 1984-05-18 30.26 1984-02-17 25.23 1984-11-02 43.63 1984-08-29 40.62 Note: The well was destroyed (no water level is recorded). 1985-02-13 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 66 ftWellholedepth units: 780Wellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:19270101Construction date: Not ReportedAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Level or other surveying methodVertcollection method: feetVert accmeasure units: .10Vertacc measure val:feetVert measure units: 251.40Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-117.8264458Longitude: 33.8597376Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18070106Huc code: Not ReportedMonloc desc: WellMonloc type: 003S009W33Q003SMonloc name: USGS-335135117493201Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-42 OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 03S09W33Q002SState well numbe: 338609N1178271W001Site code: -117.8271Longitude: 33.8609Latitude: 16896Objectid: L35 ENE 1/2 - 1 Mile Higher CADW60000016896CA WELLS 2004-06-03 129.00 1999-04-22 118.86 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 2 ftWellholedepth units: 1400Wellholedepth:ftWelldepth units: 1230Welldepth:19870502Construction date: Unconfined single aquiferAquifer type: AlluviumFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: ReportedVertcollection method: feetVert accmeasure units: 12Vertacc measure val:feetVert measure units: 234Vert measure val:NAD83Horiz coord refsys: Global positioning system (GPS), uncorrectedHoriz Collection method: secondsHoriz Acc measure units:.5Horiz Acc measure: 24000Sourcemap scale:-117.8501694Longitude: 33.8632028Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18070203Huc code: Not ReportedMonloc desc: WellMonloc type: 003S009W32L001SMonloc name: USGS-335148117510101Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: J34 NW 1/2 - 1 Mile Lower USGS40000138657FED USGS 1969-08-05 33.80 1969-10-27 32.10 1969-08-26 31.70 1970-01-27 30.30 1969-12-24 30.90 1970-06-25 41.50 1970-03-04 30.50 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, continued. ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-43 Ground-water levels, Number of Measurements: 0 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 420Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 5Vertacc measure val:feetVert measure units: 250Vert measure val:NAD83Horiz coord refsys: Global positioning system (GPS), uncorrectedHoriz Collection method: secondsHoriz Acc measure units:.5Horiz Acc measure: 24000Sourcemap scale:-117.8281667Longitude: 33.8623889Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: 003S009W33K006SMonloc name: USGS-335145117494101Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: K37 NE 1/2 - 1 Mile Higher USGS40000138654FED USGS CADW60000001503Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 03S09W32K007SState well numbe: 338664N1178426W001Site code: -117.8426Longitude: 33.8664Latitude: 1503Objectid: 36 North 1/2 - 1 Mile Higher CADW60000001503CA WELLS CADW60000016896Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-44 NITRATE (AS NO3)Chemical: . 13.5 MG/LFindings:02-APR-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3250. UG/LFindings:08-JAN-14Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.9 UG/LFindings:08-JAN-14Sample Collected: NITRATE (AS NO3)Chemical: 14.4 MG/LFindings:08-JAN-14Sample Collected: ARSENICChemical: 3.7 UG/LFindings:08-JAN-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.48 MG/LFindings:08-JAN-14Sample Collected: ARSENICChemical: 4.2 UG/LFindings:16-OCT-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.52 MG/LFindings:16-OCT-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 1980. UG/LFindings:16-OCT-13Sample Collected: NITRATE (AS NO3)Chemical: 8.8 MG/LFindings:16-OCT-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2180. UG/LFindings:03-APR-13Sample Collected: TOTAL TRIHALOMETHANESChemical: 1.6 UG/LFindings:03-APR-13Sample Collected: NITRATE (AS NO3)Chemical: 9.63 MG/LFindings:03-APR-13Sample Collected: YORBA LINDAArea Served: 19848Connections:70000Pop Served: Yorba Linda, CA 92686 P.O. Box 309 Organization That Operates System: Yorba Linda Water DistrictSystem Name: 3010037System Number: WELL 12Source Name: 100 Feet (one Second)Precision:335145.8 1174938.8Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3010037008FRDS Number: TEEUser ID:03S/09W-33K05 SPrime Station Code: Water System Information: K38 NE 1/2 - 1 Mile Higher 3803CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-45 GROSS ALPHA MDA95Chemical: . 1.11 PCI/LFindings:07-OCT-14Sample Collected: URANIUM COUNTING ERRORChemical: . 0.418 PCI/LFindings:07-OCT-14Sample Collected: RADIUM 228 COUNTING ERRORChemical: . 0.715 PCI/LFindings:07-OCT-14Sample Collected: GROSS ALPHA COUNTING ERRORChemical: . 1.19 PCI/LFindings:07-OCT-14Sample Collected: ARSENICChemical: . 2.9 UG/LFindings:10-JUL-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.57 MG/LFindings:10-JUL-14Sample Collected: RADIUM, TOTAL, MDA95-NTNC ONLY, BY 903.0Chemical: . 0.418 PCI/LFindings:09-JUL-14Sample Collected: RA-226 OR TOTAL RA BY 903.0 C.E.Chemical: . 0.143 PCI/LFindings:09-JUL-14Sample Collected: RA-226 FOR CWS OR TOTAL RA FOR NTNC BY 903.0Chemical: . 3.3e-002 PCI/LFindings:09-JUL-14Sample Collected: RADIUM 228 MDA95Chemical: . 0.2 PCI/LFindings:09-JUL-14Sample Collected: URANIUM MDA95Chemical: . 0.3 PCI/LFindings:09-JUL-14Sample Collected: GROSS ALPHA MDA95Chemical: . 1.11 PCI/LFindings:09-JUL-14Sample Collected: URANIUM COUNTING ERRORChemical: . 1.13 PCI/LFindings:09-JUL-14Sample Collected: URANIUM (PCI/L)Chemical: . 4.49 PCI/LFindings:09-JUL-14Sample Collected: RADIUM 228 COUNTING ERRORChemical: . 0.463 PCI/LFindings:09-JUL-14Sample Collected: GROSS ALPHA COUNTING ERRORChemical: . 1.46 PCI/LFindings:09-JUL-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 2310. UG/LFindings:09-JUL-14Sample Collected: NITRATE (AS NO3)Chemical: . 10.2 MG/LFindings:09-JUL-14Sample Collected: ARSENICChemical: . 3.2 UG/LFindings:03-APR-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.54 MG/LFindings:03-APR-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 3060. UG/LFindings:02-APR-14Sample Collected: TOTAL TRIHALOMETHANESChemical: . 0.9 UG/LFindings:02-APR-14Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-46 NITRATE + NITRITE (AS N)Chemical: 2230. UG/LFindings:03-MAR-11Sample Collected: TOTAL TRIHALOMETHANESChemical: 2.3 UG/LFindings:03-MAR-11Sample Collected: NITRATE (AS NO3)Chemical: 9.86 MG/LFindings:03-MAR-11Sample Collected: CHLOROFORM (THM)Chemical: 2.3 UG/LFindings:03-MAR-11Sample Collected: ARSENICChemical: 2.7 UG/LFindings:12-JAN-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.52 MG/LFindings:12-JAN-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 2080. UG/LFindings:01-APR-15Sample Collected: NITRATE (AS NO3)Chemical: . 9.2 MG/LFindings:01-APR-15Sample Collected: ARSENICChemical: . 2.9 UG/LFindings:01-APR-15Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.49 MG/LFindings:01-APR-15Sample Collected: ARSENICChemical: . 3.5 UG/LFindings:14-JAN-15Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.5 MG/LFindings:14-JAN-15Sample Collected: TOTAL TRIHALOMETHANESChemical: . 0.25 UG/LFindings:14-JAN-15Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 2080. UG/LFindings:08-OCT-14Sample Collected: NITRATE (AS NO3)Chemical: . 9.2 MG/LFindings:08-OCT-14Sample Collected: ARSENICChemical: . 2.5 UG/LFindings:08-OCT-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.57 MG/LFindings:08-OCT-14Sample Collected: RADIUM, TOTAL, MDA95-NTNC ONLY, BY 903.0Chemical: . 0.418 PCI/LFindings:07-OCT-14Sample Collected: RA-226 OR TOTAL RA BY 903.0 C.E.Chemical: . 0.255 PCI/LFindings:07-OCT-14Sample Collected: RA-226 FOR CWS OR TOTAL RA FOR NTNC BY 903.0Chemical: . 0.148 PCI/LFindings:07-OCT-14Sample Collected: RADIUM 228 MDA95Chemical: . 0.253 PCI/LFindings:07-OCT-14Sample Collected: URANIUM MDA95Chemical: . 0.3 PCI/LFindings:07-OCT-14Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-47 FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.51 MG/LFindings:18-JAN-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 4.4 UG/LFindings:18-JAN-12Sample Collected: CHLOROFORM (THM)Chemical: 4.4 UG/LFindings:18-JAN-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3100. UG/LFindings:18-JAN-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 4.4 UG/LFindings:18-JAN-12Sample Collected: NITRATE (AS NO3)Chemical: 13.69 MG/LFindings:18-JAN-12Sample Collected: CHLOROFORM (THM)Chemical: 4.4 UG/LFindings:18-JAN-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3410. UG/LFindings:14-NOV-11Sample Collected: TOTAL TRIHALOMETHANESChemical: 8.4 UG/LFindings:14-NOV-11Sample Collected: NITRATE (AS NO3)Chemical: 15.1 MG/LFindings:14-NOV-11Sample Collected: CHLOROFORM (THM)Chemical: 8.4 UG/LFindings:14-NOV-11Sample Collected: ARSENICChemical: 2.9 UG/LFindings:26-OCT-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.56 MG/LFindings:26-OCT-11Sample Collected: ARSENICChemical: 3. UG/LFindings:21-SEP-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.56 MG/LFindings:21-SEP-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3090. UG/LFindings:11-AUG-11Sample Collected: NITRATE (AS NO3)Chemical: 13.7 MG/LFindings:11-AUG-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2080. UG/LFindings:10-MAY-11Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:10-MAY-11Sample Collected: NITRATE (AS NO3)Chemical: 9.2 MG/LFindings:10-MAY-11Sample Collected: ARSENICChemical: 3.6 UG/LFindings:06-APR-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.49 MG/LFindings:06-APR-11Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-48 NITRATE + NITRITE (AS N)Chemical: 2050. UG/LFindings:03-OCT-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.6 UG/LFindings:03-OCT-12Sample Collected: NITRATE (AS NO3)Chemical: 9.1 MG/LFindings:03-OCT-12Sample Collected: ARSENICChemical: 2.4 UG/LFindings:03-OCT-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.43 MG/LFindings:03-OCT-12Sample Collected: ARSENICChemical: 3.4 UG/LFindings:11-JUL-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.55 MG/LFindings:11-JUL-12Sample Collected: URANIUM COUNTING ERRORChemical: 0.99 PCI/LFindings:11-JUL-12Sample Collected: URANIUM (PCI/L)Chemical: 7.99 PCI/LFindings:11-JUL-12Sample Collected: GROSS ALPHA COUNTING ERRORChemical: 1.73 PCI/LFindings:11-JUL-12Sample Collected: GROSS ALPHAChemical: 9.04 PCI/LFindings:11-JUL-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2140. UG/LFindings:11-JUL-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 1.8 UG/LFindings:11-JUL-12Sample Collected: NITRATE (AS NO3)Chemical: 9.4 MG/LFindings:11-JUL-12Sample Collected: CHLOROFORM (THM)Chemical: 1.8 UG/LFindings:11-JUL-12Sample Collected: ARSENICChemical: 3.1 UG/LFindings:04-APR-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.52 MG/LFindings:04-APR-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2260. UG/LFindings:04-APR-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 1.7 UG/LFindings:04-APR-12Sample Collected: NITRATE (AS NO3)Chemical: 10. MG/LFindings:04-APR-12Sample Collected: CHLOROFORM (THM)Chemical: 1.7 UG/LFindings:04-APR-12Sample Collected: ARSENICChemical: 2.7 UG/LFindings:18-JAN-12Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-49 FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.52 MG/LFindings:03-APR-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2260. UG/LFindings:09-JAN-13Sample Collected: BROMIDEChemical: 0.21 MG/LFindings:09-JAN-13Sample Collected: TOTAL TRIHALOMETHANESChemical: 2.1 UG/LFindings:09-JAN-13Sample Collected: NITRATE (AS NO3)Chemical: 10. MG/LFindings:09-JAN-13Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 606. MG/LFindings:09-JAN-13Sample Collected: CHLOROFORM (THM)Chemical: 2.1 UG/LFindings:09-JAN-13Sample Collected: VANADIUMChemical: 5.1 UG/LFindings:09-JAN-13Sample Collected: BORONChemical: 280. UG/LFindings:09-JAN-13Sample Collected: ARSENICChemical: 3.4 UG/LFindings:09-JAN-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.49 MG/LFindings:09-JAN-13Sample Collected: CHLORIDEChemical: 116. MG/LFindings:09-JAN-13Sample Collected: POTASSIUMChemical: 5.2 MG/LFindings:09-JAN-13Sample Collected: SODIUMChemical: 91.4 MG/LFindings:09-JAN-13Sample Collected: MAGNESIUMChemical: 21.8 MG/LFindings:09-JAN-13Sample Collected: CALCIUMChemical: 94.8 MG/LFindings:09-JAN-13Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 326. MG/LFindings:09-JAN-13Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: 0.86 MG/LFindings:09-JAN-13Sample Collected: BICARBONATE ALKALINITYChemical: 268. MG/LFindings:09-JAN-13Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: 220. MG/LFindings:09-JAN-13Sample Collected: PH, LABORATORYChemical: 7.8Findings:09-JAN-13Sample Collected: SPECIFIC CONDUCTANCEChemical: 1020. USFindings:09-JAN-13Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-50 ftWellholedepth units: 180Wellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Level or other surveying methodVertcollection method: feetVert accmeasure units: .10Vertacc measure val:feetVert measure units: 251.90Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-117.826168Longitude: 33.8608487Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18070106Huc code: Not ReportedMonloc desc: WellMonloc type: 003S009W33Q002SMonloc name: USGS-335139117493101Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: L40 ENE 1/2 - 1 Mile Higher USGS40000138649FED USGS CADW60000001611Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 03S09W33K010SState well numbe: 338630N1178282W001Site code: -117.8282Longitude: 33.863Latitude: 1611Objectid: K39 NE 1/2 - 1 Mile Higher CADW60000001611CA WELLS CHLOROFORM (THM)Chemical: 1.6 UG/LFindings:03-APR-13Sample Collected: ARSENICChemical: 3.7 UG/LFindings:03-APR-13Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-51 CITY OF SANTA ANAArea Served: 43613Connections:293700Pop Served: SANTA ANA, CA 92703 220 S. DAISY AVE., BLDG. A Organization That Operates System: City of Santa AnaSystem Name: 3010038System Number: WELL 31Source Name: 1 Mile (One Minute)Precision:335200.0 1175000.0Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKEStation Type:08District Number: OrangeCounty:3010038031FRDS Number: TEEUser ID:05S/09W-17B01 SPrime Station Code: Water System Information: 41 NNE 1/2 - 1 Mile Higher 6136CA WELLS 1972-10-24 71.20 1972-10-19 72.10 1973-02-23 51.10 1972-12-27 69.50 1973-06-27 61.60 1973-05-08 57.40 1973-10-30 67.60 1973-08-29 73.80 1974-03-13 40.00 1973-12-27 45.80 1974-06-27 46.30 1974-04-29 40.80 1974-10-24 50.00 1974-08-28 43.30 1975-03-05 54.40 1975-01-06 48.90 1975-06-23 58.20 1975-04-28 53.40 1975-10-28 64.00 1975-08-28 57.40 1976-02-10 55.20 1975-12-30 54.40 1976-10-27 67.00 1976-04-27 58.70 1977-03-14 40.50 1977-01-13 70.90 1978-11-07 46.07 1978-08-29 40.25 1979-04-30 32.69 1979-02-01 33.05 1979-11-13 49.06 1979-08-01 37.14 1980-06-11 29.34 1980-02-06 32.99 Note: A nearby site that taps the same aquifer was being pumped. 1980-08-25 34.33 Note: A nearby site that taps the same aquifer was being pumped. 1980-10-28 42.95 1981-02-04 29.39 1981-07-27 35.53 1981-05-05 26.63 1982-01-25 31.99 1981-11-02 39.24 1982-08-10 41.36 1982-04-28 32.64 1983-02-09 30.18 1982-11-03 48.65 1984-05-18 36.31 1984-02-17 30.00 1984-11-02 47.56 1984-08-29 46.28 Note: The well was destroyed (no water level is recorded). 1985-02-13 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 50 ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-52 ALKALINITY (TOTAL) AS CACO3Chemical: 172. MG/LFindings:21-AUG-13Sample Collected: PH, LABORATORYChemical: 7.9Findings:21-AUG-13Sample Collected: SPECIFIC CONDUCTANCEChemical: 782. USFindings:21-AUG-13Sample Collected: NITRATE (AS NO3)Chemical: 14. MG/LFindings:16-JUL-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3810. UG/LFindings:05-JUN-13Sample Collected: NITRATE (AS NO3)Chemical: 16.9 MG/LFindings:05-JUN-13Sample Collected: NITRATE (AS NO3)Chemical: 12. MG/LFindings:17-JUL-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3230. UG/LFindings:22-MAY-12Sample Collected: NITRATE (AS NO3)Chemical: 14.3 MG/LFindings:22-MAY-12Sample Collected: NITRATE (AS NO3)Chemical: 14. MG/LFindings:17-APR-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3080. UG/LFindings:16-FEB-12Sample Collected: NITRATE (AS NO3)Chemical: 13.6 MG/LFindings:16-FEB-12Sample Collected: NITRATE (AS NO3)Chemical: 13. MG/LFindings:17-JAN-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3310. UG/LFindings:15-NOV-11Sample Collected: NITRATE (AS NO3)Chemical: 14.7 MG/LFindings:15-NOV-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3770. UG/LFindings:16-AUG-11Sample Collected: NITRATE (AS NO3)Chemical: 16.7 MG/LFindings:16-AUG-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3420. UG/LFindings:17-MAY-11Sample Collected: NITRATE (AS NO3)Chemical: 15.1 MG/LFindings:17-MAY-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3950. UG/LFindings:29-MAR-11Sample Collected: NITRATE (AS NO3)Chemical: 17.49 MG/LFindings:29-MAR-11Sample Collected: NITRATE (AS NO3)Chemical: 18. MG/LFindings:24-JAN-11Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-53 NITRATE (AS NO3)Chemical: 13. MG/LFindings:15-JAN-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3490. UG/LFindings:15-NOV-12Sample Collected: NITRATE (AS NO3)Chemical: 15.4 MG/LFindings:15-NOV-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3050. UG/LFindings:21-AUG-12Sample Collected: NITRATE (AS NO3)Chemical: 13.5 MG/LFindings:21-AUG-12Sample Collected: NITRATE (AS NO3)Chemical: . 19.8 MG/LFindings:11-MAR-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3050. UG/LFindings:26-NOV-13Sample Collected: NITRATE (AS NO3)Chemical: 13.5 MG/LFindings:26-NOV-13Sample Collected: NITRATE (AS NO3)Chemical: 15. MG/LFindings:15-OCT-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3080. UG/LFindings:21-AUG-13Sample Collected: BROMIDEChemical: 0.2 MG/LFindings:21-AUG-13Sample Collected: NITRATE (AS NO3)Chemical: 13.6 MG/LFindings:21-AUG-13Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 476. MG/LFindings:21-AUG-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.16 MG/LFindings:21-AUG-13Sample Collected: CHLORIDEChemical: 63.1 MG/LFindings:21-AUG-13Sample Collected: POTASSIUMChemical: 1.7 MG/LFindings:21-AUG-13Sample Collected: SODIUMChemical: 50. MG/LFindings:21-AUG-13Sample Collected: MAGNESIUMChemical: 17.4 MG/LFindings:21-AUG-13Sample Collected: CALCIUMChemical: 80.3 MG/LFindings:21-AUG-13Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 272. MG/LFindings:21-AUG-13Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: 0.32 MG/LFindings:21-AUG-13Sample Collected: BICARBONATE ALKALINITYChemical: 172. MG/LFindings:21-AUG-13Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-54 NITRATE + NITRITE (AS N)Chemical: . 3120. UG/LFindings:24-FEB-15Sample Collected: NITRATE (AS NO3)Chemical: . 13.8 MG/LFindings:24-FEB-15Sample Collected: NITRATE (AS NO3)Chemical: . 14. MG/LFindings:22-JAN-15Sample Collected: NITRATE (AS NO3)Chemical: . 16. MG/LFindings:16-OCT-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 3290. UG/LFindings:20-AUG-14Sample Collected: NITRATE (AS NO3)Chemical: . 14.55 MG/LFindings:20-AUG-14Sample Collected: NITRATE (AS NO3)Chemical: . 13. MG/LFindings:15-JUL-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 3010. UG/LFindings:20-MAY-14Sample Collected: NITRATE (AS NO3)Chemical: . 13.3 MG/LFindings:20-MAY-14Sample Collected: NITRATE (AS NO3)Chemical: . 14. MG/LFindings:08-APR-14Sample Collected: RADIUM, TOTAL, MDA95-NTNC ONLY, BY 903.0Chemical: . 0.418 PCI/LFindings:11-MAR-14Sample Collected: RA-226 OR TOTAL RA BY 903.0 C.E.Chemical: . 0.115 PCI/LFindings:11-MAR-14Sample Collected: RA-226 FOR CWS OR TOTAL RA FOR NTNC BY 903.0Chemical: . 3.4e-002 PCI/LFindings:11-MAR-14Sample Collected: RADIUM 228 MDA95Chemical: . 0.253 PCI/LFindings:11-MAR-14Sample Collected: URANIUM MDA95Chemical: . 0.3 PCI/LFindings:11-MAR-14Sample Collected: GROSS ALPHA MDA95Chemical: . 1.11 PCI/LFindings:11-MAR-14Sample Collected: URANIUM COUNTING ERRORChemical: . 0.66 PCI/LFindings:11-MAR-14Sample Collected: RADIUM 228 COUNTING ERRORChemical: . 0.516 PCI/LFindings:11-MAR-14Sample Collected: GROSS ALPHA COUNTING ERRORChemical: . 0.998 PCI/LFindings:11-MAR-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 4480. UG/LFindings:11-MAR-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2860. UG/LFindings:19-FEB-13Sample Collected: NITRATE (AS NO3)Chemical: 12.7 MG/LFindings:19-FEB-13Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-55 YORBA LINDAArea Served: 19848Connections:70000Pop Served: Yorba Linda, CA 92686 P.O. Box 309 Organization That Operates System: Yorba Linda Water DistrictSystem Name: 3010037System Number: WELL 07Source Name: 100 Feet (one Second)Precision:335146.4 1174934.8Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3010037004FRDS Number: TEEUser ID:03S/09W-33K04 SPrime Station Code: Water System Information: M43 NE 1/2 - 1 Mile Higher 3802CA WELLS 1949-10-11 111 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 1 Not ReportedWellholedepth units: Not ReportedWellholedepth:ftWelldepth units: 546Welldepth:194910Construction date: Not ReportedAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 5.0Vertacc measure val:feetVert measure units: 250Vert measure val:NAD83Horiz coord refsys: Global positioning system (GPS), uncorrectedHoriz Collection method: secondsHoriz Acc measure units:.5Horiz Acc measure: 24000Sourcemap scale:-117.8276944Longitude: 33.8633611Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: 003S009W33K005SMonloc name: USGS-335148117494001Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: M42 NE 1/2 - 1 Mile Higher USGS40000138656FED USGS NITRATE (AS NO3)Chemical: . 14. MG/LFindings:21-APR-15Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-56 CHLOROFORM (THM)Chemical: 1.4 UG/LFindings:14-NOV-11Sample Collected: IRONChemical: 210. UG/LFindings:05-OCT-11Sample Collected: ARSENICChemical: 2.5 UG/LFindings:05-OCT-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.59 MG/LFindings:05-OCT-11Sample Collected: URANIUM COUNTING ERRORChemical: 0.91 PCI/LFindings:11-AUG-11Sample Collected: URANIUM (PCI/L)Chemical: 6.68 PCI/LFindings:11-AUG-11Sample Collected: GROSS ALPHA COUNTING ERRORChemical: 1.63 PCI/LFindings:11-AUG-11Sample Collected: GROSS ALPHAChemical: 6.98 PCI/LFindings:11-AUG-11Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:11-AUG-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.63 MG/LFindings:06-JUL-11Sample Collected: TOTAL TRIHALOMETHANESChemical: 1.2 UG/LFindings:10-MAY-11Sample Collected: CHLOROFORM (THM)Chemical: 1.2 UG/LFindings:10-MAY-11Sample Collected: ARSENICChemical: 2.7 UG/LFindings:06-APR-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.52 MG/LFindings:06-APR-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 1920. UG/LFindings:28-FEB-11Sample Collected: TOTAL TRIHALOMETHANESChemical: 1.9 UG/LFindings:28-FEB-11Sample Collected: NITRATE (AS NO3)Chemical: 8.5 MG/LFindings:28-FEB-11Sample Collected: CHLOROFORM (THM)Chemical: 1.9 UG/LFindings:28-FEB-11Sample Collected: ARSENICChemical: 2.1 UG/LFindings:12-JAN-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.53 MG/LFindings:12-JAN-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 2030. UG/LFindings:01-APR-15Sample Collected: NITRATE (AS NO3)Chemical: . 9. MG/LFindings:01-APR-15Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-57 MAGNESIUMChemical: 21.4 MG/LFindings:09-JAN-13Sample Collected: CALCIUMChemical: 91.6 MG/LFindings:09-JAN-13Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 317. MG/LFindings:09-JAN-13Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: 0.95 MG/LFindings:09-JAN-13Sample Collected: BICARBONATE ALKALINITYChemical: 264. MG/LFindings:09-JAN-13Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: 217. MG/LFindings:09-JAN-13Sample Collected: PH, LABORATORYChemical: 7.7Findings:09-JAN-13Sample Collected: SPECIFIC CONDUCTANCEChemical: 1000. USFindings:09-JAN-13Sample Collected: ARSENICChemical: 2.3 UG/LFindings:03-OCT-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.51 MG/LFindings:03-OCT-12Sample Collected: ARSENICChemical: 2.9 UG/LFindings:11-JUL-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.52 MG/LFindings:11-JUL-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:11-JUL-12Sample Collected: ARSENICChemical: 2.8 UG/LFindings:04-APR-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.54 MG/LFindings:04-APR-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:04-APR-12Sample Collected: ARSENICChemical: 2.4 UG/LFindings:18-JAN-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.56 MG/LFindings:18-JAN-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 1940. UG/LFindings:18-JAN-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.7 UG/LFindings:18-JAN-12Sample Collected: NITRATE (AS NO3)Chemical: 8.56 MG/LFindings:18-JAN-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 1.4 UG/LFindings:14-NOV-11Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-58 NITRATE (AS NO3)Chemical: 11.3 MG/LFindings:08-JAN-14Sample Collected: ARSENICChemical: 3. UG/LFindings:08-JAN-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.51 MG/LFindings:08-JAN-14Sample Collected: ARSENICChemical: 3.5 UG/LFindings:02-OCT-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.56 MG/LFindings:02-OCT-13Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.6 UG/LFindings:03-JUL-13Sample Collected: ARSENICChemical: 2.7 UG/LFindings:03-JUL-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.53 MG/LFindings:03-JUL-13Sample Collected: ARSENICChemical: 3.2 UG/LFindings:03-APR-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.58 MG/LFindings:03-APR-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2260. UG/LFindings:09-JAN-13Sample Collected: BROMIDEChemical: 0.22 MG/LFindings:09-JAN-13Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:09-JAN-13Sample Collected: NITRATE (AS NO3)Chemical: 10. MG/LFindings:09-JAN-13Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 612. MG/LFindings:09-JAN-13Sample Collected: VANADIUMChemical: 4.6 UG/LFindings:09-JAN-13Sample Collected: BORONChemical: 260. UG/LFindings:09-JAN-13Sample Collected: ARSENICChemical: 2.9 UG/LFindings:09-JAN-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.52 MG/LFindings:09-JAN-13Sample Collected: CHLORIDEChemical: 114. MG/LFindings:09-JAN-13Sample Collected: POTASSIUMChemical: 5. MG/LFindings:09-JAN-13Sample Collected: SODIUMChemical: 89. MG/LFindings:09-JAN-13Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-59 NITRATE (AS NO3)Chemical: . 7.1 MG/LFindings:19-FEB-15Sample Collected: ARSENICChemical: . 2.5 UG/LFindings:14-JAN-15Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.52 MG/LFindings:14-JAN-15Sample Collected: ARSENICChemical: . 2.4 UG/LFindings:08-OCT-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.59 MG/LFindings:08-OCT-14Sample Collected: ARSENICChemical: . 2.7 UG/LFindings:10-JUL-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.57 MG/LFindings:10-JUL-14Sample Collected: RADIUM, TOTAL, MDA95-NTNC ONLY, BY 903.0Chemical: . 0.47 PCI/LFindings:09-JUL-14Sample Collected: RA-226 OR TOTAL RA BY 903.0 C.E.Chemical: . 0.164 PCI/LFindings:09-JUL-14Sample Collected: RADIUM 228 MDA95Chemical: . 0.2 PCI/LFindings:09-JUL-14Sample Collected: URANIUM MDA95Chemical: . 0.3 PCI/LFindings:09-JUL-14Sample Collected: GROSS ALPHA MDA95Chemical: . 1.11 PCI/LFindings:09-JUL-14Sample Collected: URANIUM COUNTING ERRORChemical: . 1.47 PCI/LFindings:09-JUL-14Sample Collected: URANIUM (PCI/L)Chemical: . 5.83 PCI/LFindings:09-JUL-14Sample Collected: RADIUM 228 COUNTING ERRORChemical: . 0.486 PCI/LFindings:09-JUL-14Sample Collected: GROSS ALPHA COUNTING ERRORChemical: . 1.82 PCI/LFindings:09-JUL-14Sample Collected: GROSS ALPHAChemical: . 4.47 PCI/LFindings:09-JUL-14Sample Collected: ARSENICChemical: . 2.8 UG/LFindings:03-APR-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.56 MG/LFindings:03-APR-14Sample Collected: TOTAL TRIHALOMETHANESChemical: . 0.25 UG/LFindings:02-APR-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2560. UG/LFindings:08-JAN-14Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:08-JAN-14Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-60 N46 West 1/2 - 1 Mile Lower CADW60000003476CA WELLS CADW60000000882Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: ObservationWell use descrip: 1Well use id: ’AMD-1/MP10’Local well name: Not ReportedState well numbe: 338552N1178566W001Site code: -117.856559Longitude: 33.855213Latitude: 882Objectid: N45 West 1/2 - 1 Mile Lower CADW60000000882CA WELLS CADW60000000303Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 03S09W33K011SState well numbe: 338631N1178273W001Site code: -117.8273Longitude: 33.8631Latitude: 303Objectid: M44 NE 1/2 - 1 Mile Higher CADW60000000303CA WELLS ARSENICChemical: . 2.3 UG/LFindings:01-APR-15Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.51 MG/LFindings:01-APR-15Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 1600. UG/LFindings:19-FEB-15Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-61 OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 03S09W33L001SState well numbe: 338650N1178296W001Site code: -117.8296Longitude: 33.865Latitude: 16895Objectid: 48 NE 1/2 - 1 Mile Higher CADW60000016895CA WELLS CADW60000003477Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: ObservationWell use descrip: 1Well use id: ’AMD-1/MP5’Local well name: Not ReportedState well numbe: 338552N1178566W003Site code: -117.856559Longitude: 33.855213Latitude: 3477Objectid: N47 West 1/2 - 1 Mile Lower CADW60000003477CA WELLS CADW60000003476Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: ObservationWell use descrip: 1Well use id: ’AMD-1/MP3’Local well name: 04S09W06H002SState well numbe: 338552N1178566W002Site code: -117.856559Longitude: 33.855213Latitude: 3476Objectid: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-62 HARDNESS (TOTAL) AS CACO3Chemical: 353. MG/LFindings:07-JUL-11Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: 0.63 MG/LFindings:07-JUL-11Sample Collected: BICARBONATE ALKALINITYChemical: 231. MG/LFindings:07-JUL-11Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: 189. MG/LFindings:07-JUL-11Sample Collected: PH, LABORATORYChemical: 7.8Findings:07-JUL-11Sample Collected: SPECIFIC CONDUCTANCEChemical: 1100. USFindings:07-JUL-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 1840. UG/LFindings:07-APR-11Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.9 UG/LFindings:07-APR-11Sample Collected: NITRATE (AS NO3)Chemical: 8.15 MG/LFindings:07-APR-11Sample Collected: TOTAL TRIHALOMETHANESChemical: . 0.25 UG/LFindings:06-JAN-15Sample Collected: TOTAL TRIHALOMETHANESChemical: . 0.25 UG/LFindings:01-OCT-14Sample Collected: ANAHEIMArea Served: 57397Connections:292900Pop Served: ANAHEIM, CA 92805 P.O. BOX 3222 (#559) Organization That Operates System: City of AnaheimSystem Name: 3010001System Number: WELL 044Source Name: 1,000 Feet (10 Seconds)Precision:335154.2 1175057.1Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3010001037FRDS Number: TEEUser ID:03S/09W-32M01 SPrime Station Code: Water System Information: 49 NW 1/2 - 1 Mile Lower 3796CA WELLS CADW60000016895Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-63 TOTAL TRIHALOMETHANESChemical: 0.6 UG/LFindings:05-APR-12Sample Collected: NITRATE (AS NO3)Chemical: 8.7 MG/LFindings:05-APR-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.8 UG/LFindings:05-JAN-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.6 UG/LFindings:04-OCT-11Sample Collected: TURBIDITY, LABORATORYChemical: 0.6 NTUFindings:13-JUL-11Sample Collected: TURBIDITY, LABORATORYChemical: 0.7 NTUFindings:13-JUL-11Sample Collected: URANIUM COUNTING ERRORChemical: 0.95 PCI/LFindings:07-JUL-11Sample Collected: URANIUM (PCI/L)Chemical: 7.42 PCI/LFindings:07-JUL-11Sample Collected: GROSS ALPHA COUNTING ERRORChemical: 1.58 PCI/LFindings:07-JUL-11Sample Collected: GROSS ALPHAChemical: 6.79 PCI/LFindings:07-JUL-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 1990. UG/LFindings:07-JUL-11Sample Collected: BROMIDEChemical: 0.19 MG/LFindings:07-JUL-11Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.6 UG/LFindings:07-JUL-11Sample Collected: NITRATE (AS NO3)Chemical: 8.8 MG/LFindings:07-JUL-11Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 716. MG/LFindings:07-JUL-11Sample Collected: BORONChemical: 210. UG/LFindings:07-JUL-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.4 MG/LFindings:07-JUL-11Sample Collected: CHLORIDEChemical: 107. MG/LFindings:07-JUL-11Sample Collected: POTASSIUMChemical: 4.8 MG/LFindings:07-JUL-11Sample Collected: SODIUMChemical: 88. MG/LFindings:07-JUL-11Sample Collected: MAGNESIUMChemical: 21.4 MG/LFindings:07-JUL-11Sample Collected: CALCIUMChemical: 106. MG/LFindings:07-JUL-11Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-64 SODIUMChemical: . 93.3 MG/LFindings:01-APR-14Sample Collected: MAGNESIUMChemical: . 21. MG/LFindings:01-APR-14Sample Collected: CALCIUMChemical: . 100. MG/LFindings:01-APR-14Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: . 337. MG/LFindings:01-APR-14Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: . 0.58 MG/LFindings:01-APR-14Sample Collected: BICARBONATE ALKALINITYChemical: . 198. MG/LFindings:01-APR-14Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: . 198. MG/LFindings:01-APR-14Sample Collected: PH, LABORATORYChemical: . 7.7Findings:01-APR-14Sample Collected: SPECIFIC CONDUCTANCEChemical: . 1060. USFindings:01-APR-14Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:21-JAN-14Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.6 UG/LFindings:01-OCT-13Sample Collected: TURBIDITY, LABORATORYChemical: 0.2 NTUFindings:01-OCT-13Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.7 UG/LFindings:01-JUL-13Sample Collected: TURBIDITY, LABORATORYChemical: 0.2 NTUFindings:01-MAY-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2010. UG/LFindings:01-MAY-13Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.7 UG/LFindings:01-MAY-13Sample Collected: TURBIDITY, LABORATORYChemical: 0.2 NTUFindings:01-MAY-13Sample Collected: NITRATE (AS NO3)Chemical: 8.9 MG/LFindings:01-MAY-13Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.7 UG/LFindings:16-JAN-13Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.25 UG/LFindings:02-OCT-12Sample Collected: TOTAL TRIHALOMETHANESChemical: 0.7 UG/LFindings:10-JUL-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 1970. UG/LFindings:05-APR-12Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-65 Date: 12/14/1995 Average Water Depth: 35 Deep Water Depth:Not Reported Shallow Water Depth: Not Reported Groundwater Flow:Not Reported Site ID:083001883T50 ENE 1/2 - 1 Mile Higher 52068AQUIFLOW RADIUM, TOTAL, MDA95-NTNC ONLY, BY 903.0Chemical: . 0.418 PCI/LFindings:01-JUL-14Sample Collected: RA-226 OR TOTAL RA BY 903.0 C.E.Chemical: . 0.168 PCI/LFindings:01-JUL-14Sample Collected: RADIUM 228 MDA95Chemical: . 0.253 PCI/LFindings:01-JUL-14Sample Collected: URANIUM MDA95Chemical: . 0.3 PCI/LFindings:01-JUL-14Sample Collected: GROSS ALPHA MDA95Chemical: . 1.11 PCI/LFindings:01-JUL-14Sample Collected: URANIUM COUNTING ERRORChemical: . 0.888 PCI/LFindings:01-JUL-14Sample Collected: URANIUM (PCI/L)Chemical: . 2.66 PCI/LFindings:01-JUL-14Sample Collected: RADIUM 228 COUNTING ERRORChemical: . 0.459 PCI/LFindings:01-JUL-14Sample Collected: GROSS ALPHA COUNTING ERRORChemical: . 1.72 PCI/LFindings:01-JUL-14Sample Collected: GROSS ALPHAChemical: . 4.2 PCI/LFindings:01-JUL-14Sample Collected: TOTAL TRIHALOMETHANESChemical: . 0.25 UG/LFindings:01-JUL-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 1970. UG/LFindings:01-APR-14Sample Collected: BROMIDEChemical: . 0.27 MG/LFindings:01-APR-14Sample Collected: TOTAL TRIHALOMETHANESChemical: . 0.25 UG/LFindings:01-APR-14Sample Collected: NITRATE (AS NO3)Chemical: . 8.7 MG/LFindings:01-APR-14Sample Collected: TOTAL DISSOLVED SOLIDSChemical: . 636. MG/LFindings:01-APR-14Sample Collected: BORONChemical: . 240. UG/LFindings:01-APR-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.43 MG/LFindings:01-APR-14Sample Collected: CHLORIDEChemical: . 115. MG/LFindings:01-APR-14Sample Collected: POTASSIUMChemical: . 4.9 MG/LFindings:01-APR-14Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-66 GROSS ALPHA COUNTING ERRORChemical: 1.74 PCI/LFindings:11-AUG-11Sample Collected: GROSS ALPHAChemical: 8.15 PCI/LFindings:11-AUG-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2860. UG/LFindings:11-AUG-11Sample Collected: NITRATE (AS NO3)Chemical: 12.7 MG/LFindings:11-AUG-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.58 MG/LFindings:10-AUG-11Sample Collected: ARSENICChemical: 3.3 UG/LFindings:06-APR-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.51 MG/LFindings:06-APR-11Sample Collected: ARSENICChemical: 2.3 UG/LFindings:02-FEB-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.53 MG/LFindings:02-FEB-11Sample Collected: ARSENICChemical: . 2.7 UG/LFindings:01-APR-15Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.51 MG/LFindings:01-APR-15Sample Collected: ARSENICChemical: . 3.2 UG/LFindings:14-JAN-15Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.52 MG/LFindings:14-JAN-15Sample Collected: YORBA LINDAArea Served: 19848Connections:70000Pop Served: Yorba Linda, CA 92686 P.O. Box 309 Organization That Operates System: Yorba Linda Water DistrictSystem Name: 3010037System Number: WELL 05Source Name: 100 Feet (one Second)Precision:335147.0 1174933.4Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3010037003FRDS Number: TEEUser ID:03S/09W-33K01 SPrime Station Code: Water System Information: M51 NE 1/2 - 1 Mile Higher 3800CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-67 MAGNESIUMChemical: 20. MG/LFindings:03-APR-13Sample Collected: CALCIUMChemical: 94.3 MG/LFindings:03-APR-13Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 318. MG/LFindings:03-APR-13Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: 1.01 MG/LFindings:03-APR-13Sample Collected: BICARBONATE ALKALINITYChemical: 266. MG/LFindings:03-APR-13Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: 218. MG/LFindings:03-APR-13Sample Collected: PH, LABORATORYChemical: 7.7Findings:03-APR-13Sample Collected: SPECIFIC CONDUCTANCEChemical: 1040. USFindings:03-APR-13Sample Collected: ARSENICChemical: 2.5 UG/LFindings:03-OCT-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.51 MG/LFindings:03-OCT-12Sample Collected: ARSENICChemical: 3.3 UG/LFindings:11-JUL-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.49 MG/LFindings:11-JUL-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2630. UG/LFindings:11-JUL-12Sample Collected: NITRATE (AS NO3)Chemical: 11.6 MG/LFindings:11-JUL-12Sample Collected: ARSENICChemical: 3.1 UG/LFindings:04-APR-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.55 MG/LFindings:04-APR-12Sample Collected: ARSENICChemical: 2.8 UG/LFindings:18-JAN-12Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.58 MG/LFindings:18-JAN-12Sample Collected: ARSENICChemical: 2.9 UG/LFindings:05-OCT-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.57 MG/LFindings:05-OCT-11Sample Collected: URANIUM COUNTING ERRORChemical: 0.99 PCI/LFindings:11-AUG-11Sample Collected: URANIUM (PCI/L)Chemical: 8.08 PCI/LFindings:11-AUG-11Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-68 ARSENICChemical: 3.7 UG/LFindings:08-JAN-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.49 MG/LFindings:08-JAN-14Sample Collected: ARSENICChemical: 5.1 UG/LFindings:02-OCT-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.55 MG/LFindings:02-OCT-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3250. UG/LFindings:03-JUL-13Sample Collected: NITRATE (AS NO3)Chemical: 14.4 MG/LFindings:03-JUL-13Sample Collected: ARSENICChemical: 2.7 UG/LFindings:03-JUL-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.51 MG/LFindings:03-JUL-13Sample Collected: ARSENICChemical: 2.5 UG/LFindings:10-APR-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.52 MG/LFindings:10-APR-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 2650. UG/LFindings:03-APR-13Sample Collected: BROMIDEChemical: 0.19 MG/LFindings:03-APR-13Sample Collected: TURBIDITY, LABORATORYChemical: 0.1 NTUFindings:03-APR-13Sample Collected: NITRATE (AS NO3)Chemical: 11.75 MG/LFindings:03-APR-13Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 638. MG/LFindings:03-APR-13Sample Collected: VANADIUMChemical: 4.4 UG/LFindings:03-APR-13Sample Collected: BORONChemical: 250. UG/LFindings:03-APR-13Sample Collected: ARSENICChemical: 3.1 UG/LFindings:03-APR-13Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.49 MG/LFindings:03-APR-13Sample Collected: CHLORIDEChemical: 110. MG/LFindings:03-APR-13Sample Collected: POTASSIUMChemical: 4.9 MG/LFindings:03-APR-13Sample Collected: SODIUMChemical: 86.9 MG/LFindings:03-APR-13Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-69 ARSENICChemical: . 2.3 UG/LFindings:08-OCT-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.61 MG/LFindings:08-OCT-14Sample Collected: ARSENICChemical: . 4. UG/LFindings:10-JUL-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.6 MG/LFindings:10-JUL-14Sample Collected: RADIUM, TOTAL, MDA95-NTNC ONLY, BY 903.0Chemical: . 0.47 PCI/LFindings:09-JUL-14Sample Collected: RA-226 OR TOTAL RA BY 903.0 C.E.Chemical: . 0.165 PCI/LFindings:09-JUL-14Sample Collected: RADIUM 228 MDA95Chemical: . 0.253 PCI/LFindings:09-JUL-14Sample Collected: URANIUM MDA95Chemical: . 0.3 PCI/LFindings:09-JUL-14Sample Collected: GROSS ALPHA MDA95Chemical: . 1.11 PCI/LFindings:09-JUL-14Sample Collected: URANIUM COUNTING ERRORChemical: . 1.52 PCI/LFindings:09-JUL-14Sample Collected: URANIUM (PCI/L)Chemical: . 6.35 PCI/LFindings:09-JUL-14Sample Collected: RADIUM 228 COUNTING ERRORChemical: . 0.379 PCI/LFindings:09-JUL-14Sample Collected: GROSS ALPHA COUNTING ERRORChemical: . 1.82 PCI/LFindings:09-JUL-14Sample Collected: GROSS ALPHAChemical: . 4.47 PCI/LFindings:09-JUL-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: . 2730. UG/LFindings:09-JUL-14Sample Collected: NITRATE (AS NO3)Chemical: . 12.09 MG/LFindings:09-JUL-14Sample Collected: ARSENICChemical: . 3.5 UG/LFindings:03-APR-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: . 0.53 MG/LFindings:03-APR-14Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-70 3 WNW 1/2 - 1 Mile CAOG11000217784OIL_GAS CAOG11000217785Site id: PDHGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:WileyLeasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:04STownship: 5Section:Any AreaArea name: Any FieldFieldname:OrangeCounty name: Gulf Oil CorporationOperator name: PWell status:YDryhole: Not ReportedRedrill can:NBlm well: 05900990Api number:1District nun: 2 West 1/4 - 1/2 Mile CAOG11000217785OIL_GAS CAOG11000218024Site id: PDHGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:Seaboard-Universal ChristensenLeasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:04STownship: 5Section:Any AreaArea name: Any FieldFieldname:OrangeCounty name: Chevron U.S.A. Inc.Operator name: PWell status:YDryhole: Not ReportedRedrill can:NBlm well: 05901248Api number:1District nun: 1 North 1/4 - 1/2 Mile CAOG11000218024OIL_GAS Map ID Direction Distance EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-71 hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:03STownship: 32Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Chevron U.S.A. Inc.Operator name: PWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906259Api number:1District nun: 5 NNW 1/2 - 1 Mile CAOG11000221147OIL_GAS CAOG11000221027Site id: PDHGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:Placentia UnitLeasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:03STownship: 32Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: CA-SP No. 1Operator name: PWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906042Api number:1District nun: 4 North 1/2 - 1 Mile CAOG11000221027OIL_GAS CAOG11000217784Site id: PDHGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:C. & T.Leasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:04STownship: 5Section:Any AreaArea name: Any FieldFieldname:OrangeCounty name: Gulf Oil CorporationOperator name: PWell status:YDryhole: Not ReportedRedrill can:NBlm well: 05900989Api number:1District nun: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-72 CAOG11000196517Site id: AWFGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: ZW15Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 255.851Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906236Api number:1District nun: A8 NNE 1/2 - 1 Mile CAOG11000196517OIL_GAS CAOG11000221142Site id: PDHGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:BennettLeasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:03STownship: 32Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: The Superior Oil CompanyOperator name: PWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906238Api number:1District nun: 6 NNW 1/2 - 1 Mile CAOG11000221142OIL_GAS CAOG11000221147Site id: PDHGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:BennettLeasename: Not ReportedComments: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-73 A10 NNE 1/2 - 1 Mile CAOG11000196180OIL_GAS CAOG11000217673Site id: PDHGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:Hamrick-OliveLeasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:04STownship: 8Section:Any AreaArea name: Any FieldFieldname:OrangeCounty name: Atlantic Richfield CompanyOperator name: PWell status:YDryhole: Not ReportedRedrill can:NBlm well: 05900862Api number:1District nun: 9 South 1/2 - 1 Mile CAOG11000217673OIL_GAS CAOG11000196516Site id: AWFGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: ZW15Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 255.851Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906236Api number:1District nun: A7 NNE 1/2 - 1 Mile CAOG11000196516OIL_GAS Map ID Direction Distance EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-74 hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:04STownship: 5Section:Any AreaArea name: Any FieldFieldname:OrangeCounty name: American Pacific International, Inc.Operator name: PWell status:YDryhole: Not ReportedRedrill can:NBlm well: 05920555Api number:1District nun: 12 SW 1/2 - 1 Mile CAOG11000222311OIL_GAS CAOG11000196181Site id: AWFGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: ZW14Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 246.471Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906232Api number:1District nun: A11 NNE 1/2 - 1 Mile CAOG11000196181OIL_GAS CAOG11000196180Site id: AWFGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: ZW14Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 246.471Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906232Api number:1District nun: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-75 CAOG11000196514Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: Z18Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 246.753Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906234Api number:1District nun: 14 NNE 1/2 - 1 Mile CAOG11000196514OIL_GAS CAOG11000221143Site id: POGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:GriffithLeasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: The Superior Oil CompanyOperator name: PWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906242Api number:1District nun: B13 North 1/2 - 1 Mile CAOG11000221143OIL_GAS CAOG11000222311Site id: PDHGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:Urich Oil Co Spectrum-DavidsonLeasename: Not ReportedComments: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-76 17 ESE 1/2 - 1 Mile CAOG11000217873OIL_GAS CAOG11000196175Site id: AWFGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: ZW1Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 239.502Elevation:SBBase meridian: 09WRange:03STownship: 32Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: IWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906227Api number:1District nun: C16 North 1/2 - 1 Mile CAOG11000196175OIL_GAS CAOG11000221031Site id: PDHGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:A.U.W.Leasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:03STownship: 32Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Christopher Oil Co.Operator name: PWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906046Api number:1District nun: 15 NNW 1/2 - 1 Mile CAOG11000221031OIL_GAS Map ID Direction Distance EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-77 gpsGissourcec: Not ReportedLocationde: 242.179Elevation:SBBase meridian: 09WRange:03STownship: 32Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906228Api number:1District nun: B19 North 1/2 - 1 Mile CAOG11000196176OIL_GAS CAOG11000196523Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 2378Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: Z6Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 247.396Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: IWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906244Api number:1District nun: B18 NNE 1/2 - 1 Mile CAOG11000196523OIL_GAS CAOG11000217873Site id: PDHGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:BiddleLeasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:04STownship: 4Section:Any AreaArea name: Any FieldFieldname:OrangeCounty name: NishPaul Oil Co.Operator name: PWell status:YDryhole: Not ReportedRedrill can:NBlm well: 05901090Api number:1District nun: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-78 CAOG11000221173Site id: PDHGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:Signal-AndersonLeasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Phillips Petroleum Co.Operator name: PWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906303Api number:1District nun: 21 NE 1/2 - 1 Mile CAOG11000221173OIL_GAS CAOG11000196527Site id: AWFGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: ZW3Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 247.28Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906248Api number:1District nun: B20 NNE 1/2 - 1 Mile CAOG11000196527OIL_GAS CAOG11000196176Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: Z4Wellnumber:ReduLeasename: 59804158.ssfComments: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-79 C24 North 1/2 - 1 Mile CAOG11000196178OIL_GAS CAOG11000221144Site id: PDHGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:SchroederLeasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: The Superior Oil CompanyOperator name: PWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906253Api number:1District nun: 23 ENE 1/2 - 1 Mile CAOG11000221144OIL_GAS CAOG11000196515Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: Z10Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 244.887Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906235Api number:1District nun: D22 NNE 1/2 - 1 Mile CAOG11000196515OIL_GAS Map ID Direction Distance EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-80 gpsGissourcec: Not ReportedLocationde: 242.737Elevation:SBBase meridian: 09WRange:03STownship: 32Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: IWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906229Api number:1District nun: E26 North 1/2 - 1 Mile CAOG11000196177OIL_GAS CAOG11000195115Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: Z9Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 245.959Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: IWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05900960Api number:1District nun: D25 NNE 1/2 - 1 Mile CAOG11000195115OIL_GAS CAOG11000196178Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: Z1Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 245.032Elevation:SBBase meridian: 09WRange:03STownship: 32Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906230Api number:1District nun: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-81 CAOG11000196648Site id: AWFGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: ZW12Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 245.049Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: IWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906548Api number:1District nun: F29 NNE 1/2 - 1 Mile CAOG11000196648OIL_GAS CAOG11000221046Site id: PDHGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:Drilexco-State-BennettLeasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:03STownship: 32Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Drilling & Expl Co. Inc.Operator name: PWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906080Api number:1District nun: 27 NNW 1/2 - 1 Mile CAOG11000221046OIL_GAS CAOG11000196177Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: Z3Wellnumber:ReduLeasename: 59804158.ssfComments: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-82 D31 NNE 1/2 - 1 Mile CAOG11000221037OIL_GAS CAOG11000196525Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: Z5Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 241.401Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906246Api number:1District nun: D30 NNE 1/2 - 1 Mile CAOG11000196525OIL_GAS CAOG11000196647Site id: AWFGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: ZW12Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 245.049Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: IWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906548Api number:1District nun: F28 NNE 1/2 - 1 Mile CAOG11000196647OIL_GAS Map ID Direction Distance EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-83 hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Phillips Petroleum Co.Operator name: PWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906304Api number:1District nun: 33 NE 1/2 - 1 Mile CAOG11000221174OIL_GAS CAOG11000196524Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: Z8Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 242.409Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906245Api number:1District nun: D32 NNE 1/2 - 1 Mile CAOG11000196524OIL_GAS CAOG11000221037Site id: POGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 2Wellnumber:SternLeasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Conoco Inc.Operator name: PWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906067Api number:1District nun: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-84 CAOG11000196446Site id: AWFGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: ZW5Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 241.952Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: IWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906060Api number:1District nun: 35 NNE 1/2 - 1 Mile CAOG11000196446OIL_GAS CAOG11000196182Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: Z17Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 242.097Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906233Api number:1District nun: D34 NNE 1/2 - 1 Mile CAOG11000196182OIL_GAS CAOG11000221174Site id: POGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:Signal-GraceLeasename: Not ReportedComments: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-85 E38 North 1/2 - 1 Mile CAOG11000196526OIL_GAS CAOG11000196179Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: Z2Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 242.509Elevation:SBBase meridian: 09WRange:03STownship: 32Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906231Api number:1District nun: E37 North 1/2 - 1 Mile CAOG11000196179OIL_GAS CAOG11000196564Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: Z23Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 249.599Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906314Api number:1District nun: F36 NNE 1/2 - 1 Mile CAOG11000196564OIL_GAS Map ID Direction Distance EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-86 gpsGissourcec: Not ReportedLocationde: 244.07Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05921241Api number:1District nun: G40 NNE 1/2 - 1 Mile CAOG11000198605OIL_GAS CAOG11000198604Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: Z13Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 243.533Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05921240Api number:1District nun: G39 NNE 1/2 - 1 Mile CAOG11000198604OIL_GAS CAOG11000196526Site id: AWFGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: ZW2Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 244.544Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906247Api number:1District nun: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-87 CAOG11000196447Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: Z20Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 244.415Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906061Api number:1District nun: 42 NNE 1/2 - 1 Mile CAOG11000196447OIL_GAS CAOG11000198606Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: X48Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 242.594Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05921242Api number:1District nun: G41 NNE 1/2 - 1 Mile CAOG11000198606OIL_GAS CAOG11000198605Site id: AWFGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: XW16Wellnumber:ReduLeasename: 59804158.ssfComments: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-88 G45 NNE 1/2 - 1 Mile CAOG11000198637OIL_GAS CAOG11000198636Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: X50Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 238.774Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05921271Api number:1District nun: G44 NNE 1/2 - 1 Mile CAOG11000198636OIL_GAS CAOG11000198614Site id: AWFGissymbol:Directionally drilledDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: XW17Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 242.246Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05921251Api number:1District nun: G43 NNE 1/2 - 1 Mile CAOG11000198614OIL_GAS Map ID Direction Distance EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-89 gpsGissourcec: Not ReportedLocationde: 237.269Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05921278Api number:1District nun: G47 NNE 1/2 - 1 Mile CAOG11000198643OIL_GAS CAOG11000198638Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: X49Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 236.181Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05921273Api number:1District nun: G46 NNE 1/2 - 1 Mile CAOG11000198638OIL_GAS CAOG11000198637Site id: AWFGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: XW20Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 240.008Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05921272Api number:1District nun: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-90 CAOG11000196563Site id: AWFGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: ZW7Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 246.966Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906313Api number:1District nun: 49 NNE 1/2 - 1 Mile CAOG11000196563OIL_GAS CAOG11000221145Site id: AWFGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: ZW4Wellnumber:ReduLeasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906254Api number:1District nun: G48 NNE 1/2 - 1 Mile CAOG11000221145OIL_GAS CAOG11000198643Site id: AWFGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: ZW11Wellnumber:ReduLeasename: 59804158.ssfComments: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-91 CAOG11000196522Site id: AOGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: Z12Wellnumber:ReduLeasename: 59804158.ssfComments: gpsGissourcec: Not ReportedLocationde: 239.611Elevation:SBBase meridian: 09WRange:03STownship: 33Section:Any AreaArea name: RichfieldFieldname:OrangeCounty name: Greka Oil & Gas Inc.Operator name: AWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05906243Api number:1District nun: G50 NNE 1/2 - 1 Mile CAOG11000196522OIL_GAS Map ID Direction Distance EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4702912.2s Page A-92 Not ReportedNot ReportedNot ReportedNot ReportedBasement Not ReportedNot ReportedNot ReportedNot ReportedLiving Area - 2nd Floor 0%0%100%1.000 pCi/LLiving Area - 1st Floor % >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea Number of sites tested: 1 Federal Area Radon Information for Zip Code: 92806 : Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L. Federal EPA Radon Zone for ORANGE County: 3 12992806 ______________________ > 4 pCi/LNum TestsZipcode Radon Test Results State Database: CA Radon AREA RADON INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® TOPOGRAPHIC INFORMATION USGS 7.5’ Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetland Inventory Source: Department of Fish & Game Telephone: 916-445-0411 HYDROGEOLOGIC INFORMATION AQUIFLOW Information SystemR Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. TC4702912.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. STATE RECORDS Water Well Database Source: Department of Water Resources Telephone: 916-651-9648 California Drinking Water Quality Database Source: Department of Public Health Telephone: 916-324-2319 The database includes all drinking water compliance and special studies monitoring for the state of California since 1984. It consists of over 3,200,000 individual analyses along with well and water system information. OTHER STATE DATABASE INFORMATION California Oil and Gas Well Locations Source: Department of Conservation Telephone: 916-323-1779 Oil and Gas well locations in the state. RADON State Database: CA Radon Source: Department of Health Services Telephone: 916-324-2208 Radon Database for California Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. TC4702912.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration California Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary fault lines, prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California’s Preliminary Fault Activity Map prepared by the California Division of Mines and Geology. STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC4702912.2s Page PSGR-3 PHYSICAL SETTING SOURCE RECORDS SEARCHED ID Number: Entity Type: CAD983586520 Generator California Waste Code by Year Matrix 1993 2016 Select Years Calif. Code Description 1993 1994 1995 741 LIQ W/ HALOG ORGANIC COMP >= 1000 MG/L 0.19500 0.25500 0.80000 Grand Totals 0.19500 0.25500 0.80000 The Department of Toxics Substances Control (DTSC) takes every precaution to ensure the accuracy of data in the Hazardous Waste Tracking System (HWTS). However, because of the large number of manifests handled, inaccuracies in the submitted data, limitations of the manifest system and the technical limitations of the database, DTSC cannot guarantee that the data accurately reflect what was actually transported or produced. Report Generation Date: 09/06/2016 Page 1 of 1Generator Report 9/6/2016http://hwts.dtsc.ca.gov/hwts_Reports/ReportPages/DrillDownReportPages/HWTSReport03... Department of Toxic Substances Control Barbara A. Lee , Director 1001 I Street P.O. Box 806 Sacramento , CA 958120806 CAD983586520 CLEANERS PLUS ORANGE N/A ID Number: Name: County: NAICS: INACTIVE 6/30/1997 12:00:00 AM 6/27/1991 12:00:00 AM 8/10/2004 11:17:55 AM Status: Inactive Date: Record Entered: Last Updated: CAD983586520 EPA ID PROFILE Map Name Address City State Zip Code Phone Location CLEANERS PLUS 1071 N TUSTIN STE 107 ANAHEIM CA 928070000 Mailing 1071 N TUSTIN AVE STE 107 ANAHEIM CA 928071710 Owner HOAN T K PHAM 1071 N TUSTIN AVE STE 107 ANAHEIM CA 928071710 7146662102 Operator/Contact UNDELIVERABLE PER VF97 AH 1071 N TUSTIN AVE STE 107 ANAHEIM CA 928071710 7146662102 Based Only Upon ID Number: Calif. Manifests?Non Calif. Manifests?Transporter Registration? Yes N/A INACTIVE California and Non California Manifest Tonnage Total and Waste Code by Year Matrix by Entity Type (if available) are on the next page Calif. Manifest Counts and Total Tonnage Top line represents Manifest Count and Bottom line represents Total Tonnage Page 1 of 2EPA ID Profile 9/6/2016http://hwts.dtsc.ca.gov/hwts_Reports/ReportPages/Report03.aspx?epaid=CAD983586520 Year Generator Trans. 1 Trans. 2 TSDF ALT. TSDF 1993 1 0.19500 0 0.00000 0 0.00000 0 0.00000 0 0.00000 1994 1 0.25500 0 0.00000 0 0.00000 0 0.00000 0 0.00000 1995 1 0.80000 0 0.00000 0 0.00000 0 0.00000 0 0.00000 Non California Manifest Total Tonnage No Records Found Waste Code Matrix California Generator Trans. 1 Trans. 2 TSDF Alt. TSDF RCRA Generator Trans. 1 Trans. 2 TSDF Alt. TSDF Waste Code Matrix as a spreadsheet The Department of Toxics Substances Control (DTSC) takes every precaution to ensure the accuracy of data in the Hazardous Waste Tracking System (HWTS). However, because of the large number of manifests handled, inaccuracies in the submitted data, limitations of the manifest system and the technical limitations of the database, DTSC cannot guarantee that the data accurately reflect what was actually transported or produced. Report Generation Date: 09/06/2016 Page 2 of 2EPA ID Profile 9/6/2016http://hwts.dtsc.ca.gov/hwts_Reports/ReportPages/Report03.aspx?epaid=CAD983586520 16.6 Interview Documentation Print | Close Window Subject: Request for Public Records From: webmaster@anaheim.net Date: Fri, Aug 19, 2016 2:38 pm To: <mmagaw@gabionrea.com> Attach: Marci Magaw_20160819023843PM.pdf Thank you for using the City's online records request form. It is our goal to respond to your request within 3-business days, if limited research is required, but no later than 10-days from receipt of your request, in accordance with GC 6253 (c). Please note that information contained in any PRA request is a public record and may be subject to public inspection pursuant to the CA Public Records Act. THIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED, CONFIDENTIAL, AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAWS. If the reader of this message is not the intended recipient, or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution, forwarding, or copying of this communication is strictly prohibited. If you have received this communication in error, please notify the sender immediately by e-mail or telephone, and delete the original message immediately. Thank you. Copyright © 2003-2016. All rights reserved. Page 1 of 1Workspace Webmail :: Print 8/19/2016https://email17.godaddy.com/view_print_multi.php?uidArray=19118|INBOX&aEmlPart=0 16.7 Previous Environmental Reports and Documentation Da t a b a s e : Re n t R o l l Page: 3 Date:Time: Oc c u p a n t N a m e Re n t S t a r t E x p i r a t i o n Sq f t Mo n t h l y Ba s e R e n t An n u a l Ra t e P S F Mo n t h l y Co s t R e c o v e r y Mo n t h l y St o p O t h e r I n c o m e Ex p e n s e -- - - - - - - - - - - - - - - F u t u r e R e n t I n c r e a s e s - - - - - - - - - - - - - - - - Ca t D a t e M o n t h l y A m o u n t Bl d g I d - S u i t I d PSF Bl d g S t a t u s : PM R G An a h e i m - F l e x B u i l d i n g 6/14/2016 02:40 PM An a h e i m - F l e x B u i l d i n g GR A 6/ 3 0 / 2 0 1 6 Al l Oc c u p i e d S u i t e s 11 / 1 / 2 0 1 4 1 0 / 3 1 / 2 0 2 2 NO R T H A M E R I C A N V I D E O C O R P 2 5 , 9 5 2 1 7 , 3 7 4 . 8 6 8 , 9 4 2 . 0 0 8. 0 3 31 1 9 0 2 - 0 1 0 0 BR O 1 1 / 1 / 2 0 1 6 1 7 , 8 9 6 . 1 1 8 . 2 8 BR O 1 1 / 1 / 2 0 1 7 1 8 , 4 3 2 . 9 9 8 . 5 2 BR O 1 1 / 1 / 2 0 1 8 1 8 , 9 8 5 . 9 8 8 . 7 8 BR O 1 1 / 1 / 2 0 1 9 1 9 , 5 5 5 . 5 6 9 . 0 4 BR O 1 1 / 1 / 2 0 2 0 2 0 , 1 4 2 . 2 3 9 . 3 1 BR O 1 1 / 1 / 2 0 2 1 2 0 , 7 4 6 . 5 0 9 . 5 9 To t a l s : Oc c u p i e d S q f t : 25 , 9 5 2 10 0 . 0 0 % 0. 0 0 8, 9 4 2 . 0 0 17 , 3 7 4 . 8 6 0 U n i t s Va c a n t S q f t : To t a l S q f t : Le a s e d / U n o c c u p i e d S q f t : 0 U n i t s 1 U n i t s 0 0 25 , 9 5 2 1 7 , 3 7 4 . 8 6 1 U n i t s Oc c u p i e d S q f t : 25 , 9 5 2 10 0 . 0 0 % 17 , 3 7 4 . 8 6 8, 9 4 2 . 0 0 0. 0 0 To t a l A n a h e i m - F l e x B u i l d i n g : Va c a n t S q f t : To t a l S q f t : Le a s e d / U n o c c u p i e d S q f t : 0 U n i t s 0 U n i t s 1 U n i t s 1 U n i t s 0 0 25 , 9 5 2 1 7 , 3 7 4 . 8 6 Da t a b a s e : Re n t R o l l Page: 4 Date:Time: Oc c u p a n t N a m e Re n t S t a r t E x p i r a t i o n Sq f t Mo n t h l y Ba s e R e n t An n u a l Ra t e P S F Mo n t h l y Co s t R e c o v e r y Mo n t h l y St o p O t h e r I n c o m e Ex p e n s e -- - - - - - - - - - - - - - - F u t u r e R e n t I n c r e a s e s - - - - - - - - - - - - - - - - Ca t D a t e M o n t h l y A m o u n t Bl d g I d - S u i t I d PSF Bl d g S t a t u s : PM R G An a h e i m - L a n d 6/14/2016 02:40 PM An a h e i m - L a n d GR A 6/ 3 0 / 2 0 1 6 Al l Oc c u p i e d S q f t : 0 0. 0 0 % 0 . 0 0 0 . 0 0 0 . 0 0 To t a l A n a h e i m - L a n d : Va c a n t S q f t : To t a l S q f t : Le a s e d / U n o c c u p i e d S q f t : 0 U n i t s 0 U n i t s 0 U n i t s 0 U n i t s 0 0 Da t a b a s e : Re n t R o l l Page: 1 Date:Time: Oc c u p a n t N a m e Re n t S t a r t E x p i r a t i o n Sq f t Mo n t h l y Ba s e R e n t An n u a l Ra t e P S F Mo n t h l y Co s t R e c o v e r y Mo n t h l y St o p O t h e r I n c o m e Ex p e n s e -- - - - - - - - - - - - - - - F u t u r e R e n t I n c r e a s e s - - - - - - - - - - - - - - - - Ca t D a t e M o n t h l y A m o u n t Bl d g I d - S u i t I d PSF Bl d g S t a t u s : PM R G GL E n t i t y N a m e : A n a h e i m - R e t a i l B u i l d i n g s 6/14/2016 10:19 AM An a h e i m - R e t a i l GR A 6/ 3 0 / 2 0 1 6 Al l Va c a n t S u i t e s Va c a n t -7 0 1 0 6 31 2 1 1, 6 0 9 Va c a n t -7 0 1 0 7 31 2 1 1, 5 1 1 Va c a n t -7 0 1 0 8 31 2 1 1, 4 9 2 Va c a n t -8 0 1 1 1 31 2 1 1, 3 0 9 Va c a n t -8 0 1 1 5 31 2 1 1, 0 0 7 Va c a n t -8 0 1 1 6 31 2 1 1, 5 1 1 Va c a n t -8 0 1 2 0 31 2 1 1, 2 9 9 Oc c u p i e d S u i t e s 1/ 1 / 2 0 1 6 1 2 / 3 1 / 2 0 1 8 EM P L O Y B R I D G E L L C 3 , 6 4 9 5 , 1 0 8 . 6 0 2 , 0 8 7 . 0 0 16 . 8 0 31 2 1 - 7 0 1 0 0 BR R 1 / 1 / 2 0 1 7 5,261.86 1 7 . 3 0 BR R 1 / 1 / 2 0 1 8 5,419.71 1 7 . 8 2 1/ 1 / 2 0 1 6 1 2 / 3 1 / 2 0 1 8 EM P L O Y B R I D G E L L C 0 31 2 1 - 7 0 1 0 2 1/ 1 / 2 0 1 6 1 / 3 1 / 2 0 1 6 RE A L i T E E G O L F 1 , 0 9 4 1 , 4 0 0 . 0 0 1 5 . 3 6 31 2 1 - 7 0 1 0 5 3/ 1 / 2 0 1 6 2 / 2 8 / 2 0 2 1 GH A S S A N & R Y A N S A L L O U M 1 , 4 0 6 1 , 6 8 7 . 2 0 8 3 6 . 0 0 14 . 4 0 31 2 1 - 7 0 1 1 0 BR R 3 / 1 / 2 0 1 7 1,737.81 1 4 . 8 3 BR R 3 / 1 / 2 0 1 8 1,789.95 1 5 . 2 8 BR R 3 / 1 / 2 0 1 9 1,843.65 1 5 . 7 4 BR R 3 / 1 / 2 0 2 0 1,898.96 1 6 . 2 1 11 / 1 / 2 0 1 4 1 0 / 3 1 / 2 0 1 9 KA R I N G U Y E N , O . D . 1 , 0 0 8 1 , 4 0 1 . 6 2 5 7 7 . 0 0 16 . 6 9 31 2 1 - 8 0 1 1 3 BR R 1 1 / 1 / 2 0 1 6 1 , 4 4 3 . 6 7 1 7 . 1 9 BR R 1 1 / 1 / 2 0 1 7 1 , 4 8 6 . 9 8 1 7 . 7 0 BR R 1 1 / 1 / 2 0 1 8 1 , 5 3 1 . 5 9 1 8 . 2 3 11 / 1 / 2 0 1 4 1 0 / 3 1 / 2 0 1 9 TO N I N G U Y E N , D D S 1 , 0 0 8 1 , 4 0 1 . 6 2 6 0 6 . 0 0 16 . 6 9 31 2 1 - 8 0 1 1 4 BR R 1 1 / 1 / 2 0 1 6 1 , 4 4 3 . 6 7 1 7 . 1 9 BR R 1 1 / 1 / 2 0 1 7 1 , 4 8 6 . 9 8 1 7 . 7 0 BR R 1 1 / 1 / 2 0 1 8 1 , 5 3 1 . 5 9 1 8 . 2 3 12 / 1 / 2 0 1 5 1 1 / 3 0 / 2 0 1 7 AN A H E I M U N I V E R S I T Y 5 , 1 8 7 3 , 2 0 0 . 0 0 7 . 4 0 31 2 1 - 8 0 1 1 8 BR R 1 2 / 1 / 2 0 1 6 3 , 2 0 0 . 0 0 7 . 4 0 To t a l s : Oc c u p i e d S q f t : 13 , 3 5 2 57 . 8 3 % 0. 0 0 4, 1 0 6 . 0 0 14 , 1 9 9 . 0 4 0 U n i t s Va c a n t S q f t : To t a l S q f t : Le a s e d / U n o c c u p i e d S q f t : 42 . 1 7 % 7 U n i t s 13 U n i t s 0 9, 7 3 8 23 , 0 9 0 1 4 , 1 9 9 . 0 4 6 U n i t s Da t a b a s e : Re n t R o l l Page: 2 Date:Time: Oc c u p a n t N a m e Re n t S t a r t E x p i r a t i o n Sq f t Mo n t h l y Ba s e R e n t An n u a l Ra t e P S F Mo n t h l y Co s t R e c o v e r y Mo n t h l y St o p O t h e r I n c o m e Ex p e n s e -- - - - - - - - - - - - - - - F u t u r e R e n t I n c r e a s e s - - - - - - - - - - - - - - - - Ca t D a t e M o n t h l y A m o u n t Bl d g I d - S u i t I d PSF Bl d g S t a t u s : PM R G GL E n t i t y N a m e : A n a h e i m - R e t a i l B u i l d i n g s 6/14/2016 10:19 AM An a h e i m - R e t a i l GR A 6/ 3 0 / 2 0 1 6 Al l Oc c u p i e d S q f t : 13 , 3 5 2 57 . 8 3 % 14 , 1 9 9 . 0 4 4, 1 0 6 . 0 0 0. 0 0 To t a l G L E n t i t y N a m e : A n a h e i m - R e t a i l B Va c a n t S q f t : To t a l S q f t : Le a s e d / U n o c c u p i e d S q f t : 42 . 1 7 % 0 U n i t s 7 U n i t s 13 U n i t s 6 U n i t s 0 9, 7 3 8 23 , 0 9 0 1 4 , 1 9 9 . 0 4 Oc c u p i e d S q f t : 13 , 3 5 2 Va c a n t S q f t : To t a l S q f t : 14 , 1 9 9 . 0 4 4, 1 0 6 . 0 0 0. 0 0 Gr a n d T o t a l : Le a s e d / U n o c c u p i e d S q f t : 57 . 8 3 % 42 . 1 7 % 0 0 U n i t s 7 U n i t s 13 U n i t s 6 U n i t s 9, 7 3 8 23 , 0 9 0 1 4 , 1 9 9 . 0 4 Da t a b a s e : Re n t R o l l Page: 1 Date:Time: Oc c u p a n t N a m e Re n t S t a r t E x p i r a t i o n Sq f t Mo n t h l y Ba s e R e n t An n u a l Ra t e P S F Mo n t h l y Co s t R e c o v e r y Mo n t h l y St o p O t h e r I n c o m e Ex p e n s e -- - - - - - - - - - - - - - - F u t u r e R e n t I n c r e a s e s - - - - - - - - - - - - - - - - Ca t D a t e M o n t h l y A m o u n t Bl d g I d - S u i t I d PSF Bl d g S t a t u s : PM R G An a h e i m - O f f i c e 6/14/2016 02:40 PM An a h e i m - O f f i c e GR A 6/ 3 0 / 2 0 1 6 Al l Oc c u p i e d S u i t e s 12 / 1 / 2 0 0 9 4 / 3 0 / 2 0 2 0 ST A T E O F C A E D D 4 , 9 5 8 1 0 , 5 1 4 . 0 0 2 5 . 4 5 31 1 9 0 1 - 0 1 0 0 BR O 5 / 1 / 2 0 1 7 1 0 , 8 5 6 . 0 0 2 6 . 2 8 BR O 5 / 1 / 2 0 1 8 1 1 , 2 0 9 . 0 0 2 7 . 1 3 BR O 5 / 1 / 2 0 1 9 1 1 , 5 7 3 . 0 0 2 8 . 0 1 12 / 1 / 2 0 0 9 4 / 3 0 / 2 0 2 0 ST A T E O F C A E D D 9 , 9 3 5 2 1 , 0 6 1 . 4 5 2 5 . 4 4 31 1 9 0 1 - 0 1 5 0 BR O 5 / 1 / 2 0 1 7 2 1 , 7 4 5 . 9 5 2 6 . 2 7 BR O 5 / 1 / 2 0 1 8 2 2 , 4 5 3 . 4 9 2 7 . 1 2 BR O 5 / 1 / 2 0 1 9 2 3 , 1 8 2 . 3 2 2 8 . 0 0 2/ 1 / 2 0 1 4 1 / 3 1 / 2 0 2 3 ST A T E O F C A L I F O R N I A 4 , 8 8 3 31 1 9 0 1 - 0 1 7 0 2/ 1 / 2 0 1 4 1 / 3 1 / 2 0 2 3 ST A T E O F C A L I F O R N I A 2 4 , 8 9 9 7 8 , 1 0 4 . 0 1 3 7 . 6 4 31 1 9 0 1 - 0 2 0 0 BR O 2 / 1 / 2 0 1 7 8 0 , 0 5 6 . 6 1 3 8 . 5 8 BR O 2 / 1 / 2 0 1 8 8 2 , 0 5 8 . 0 3 3 9 . 5 5 BR O 2 / 1 / 2 0 1 9 8 4 , 1 0 9 . 4 8 4 0 . 5 4 BR O 2 / 1 / 2 0 2 0 8 6 , 2 1 2 . 2 2 4 1 . 5 5 BR O 2 / 1 / 2 0 2 1 8 8 , 3 6 7 . 5 3 4 2 . 5 9 BR O 2 / 2 / 2 0 2 2 9 0 , 5 7 6 . 7 2 4 3 . 6 5 2/ 1 / 2 0 1 4 1 / 3 1 / 2 0 2 3 ST A T E O F C A E D D 2 4 , 9 8 3 4 8 , 5 1 2 . 1 0 2 3 . 3 0 31 1 9 0 1 - 0 3 0 0 BR O 2 / 1 / 2 0 1 7 5 0 , 3 6 0 . 1 8 2 4 . 1 9 BR O 2 / 1 / 2 0 1 8 5 2 , 2 0 8 . 2 6 2 5 . 0 8 BR O 2 / 1 / 2 0 1 9 5 3 , 8 2 5 . 3 3 2 5 . 8 5 BR O 2 / 1 / 2 0 2 0 5 5 , 6 7 3 . 4 1 2 6 . 7 4 BR O 2 / 1 / 2 0 2 1 5 7 , 7 5 2 . 5 0 2 7 . 7 4 BR O 2 / 1 / 2 0 2 2 5 9 , 6 0 0 . 5 8 2 8 . 6 3 8/ 1 5 / 2 0 0 8 1 1 / 3 0 / 2 0 1 8 AE R I E S S O F T W A R E I N C 1 2 , 3 1 8 2 7 , 0 3 4 . 8 3 9 0 6 . 0 0 2 5 0 . 0 0 26 . 3 4 31 1 9 0 1 - 0 4 0 0 BR O 3 / 1 / 2 0 1 7 2 7 , 8 4 5 . 8 8 2 7 . 1 3 BR O 3 / 1 / 2 0 1 8 2 8 , 6 8 1 . 2 6 2 7 . 9 4 11 / 7 / 2 0 0 7 6 / 3 0 / 2 0 1 6 HA G E R M A N & C O M P A N Y I N C 3 , 3 4 5 7 , 8 9 4 . 2 0 2 4 8 . 0 0 28 . 3 2 31 1 9 0 1 - 0 4 1 0 12 / 1 / 2 0 1 4 4 / 3 0 / 2 0 2 0 BE N T L E Y S Y S T E M S I N C O R P P O R A T 4, 3 7 9 8 , 8 0 1 . 7 9 2 4 . 1 2 31 1 9 0 1 - 0 4 2 5 BR O 1 2 / 1 / 2 0 1 6 9 , 0 6 4 . 5 3 2 4 . 8 4 BR O 1 2 / 1 / 2 0 1 7 9 , 3 2 7 . 2 7 2 5 . 5 6 BR O 1 2 / 1 / 2 0 1 8 9 , 5 9 0 . 0 1 2 6 . 2 8 BR O 1 2 / 1 / 2 0 1 9 9 , 8 9 6 . 5 4 2 7 . 1 2 12 / 1 / 2 0 1 4 4 / 3 0 / 2 0 2 0 BE N T L E Y S Y S T E M S I N C O R P P O R A T 4, 8 1 7 9 , 6 8 2 . 1 7 87 . 0 0 24 . 1 2 31 1 9 0 1 - 0 4 5 0 BR O 1 2 / 1 / 2 0 1 6 9 , 9 7 1 . 1 9 2 4 . 8 4 BR O 1 2 / 1 / 2 0 1 7 1 0 , 2 6 0 . 2 1 2 5 . 5 6 BR O 1 2 / 1 / 2 0 1 8 1 0 , 5 4 9 . 2 3 2 6 . 2 8 BR O 1 2 / 1 / 2 0 1 9 1 0 , 8 8 6 . 4 2 2 7 . 1 2 3/ 1 / 2 0 0 2 3 / 3 1 / 2 0 1 7 CI N G U L A R W I R E L E S S 1 3 , 3 0 0 . 0 1 3 5 . 0 0 39 , 6 0 0 . 1 2 31 1 9 0 1 - R O O F 5/ 5 / 2 0 1 0 5 / 3 1 / 2 0 2 1 CL E A R W I R E L E S S L L C 0 2, 1 4 9 . 3 2 31 1 9 0 1 - R O O F 1 ORV 6 / 1 / 2 0 1 7 2,213.80 0 . 0 0 ORV 6 / 1 / 2 0 1 8 2,280.21 0 . 0 0 ORV 6 / 1 / 2 0 1 9 2,348.62 0 . 0 0 ORV 6 / 1 / 2 0 2 0 2,419.08 0 . 0 0 Da t a b a s e : Re n t R o l l Page: 2 Date:Time: Oc c u p a n t N a m e Re n t S t a r t E x p i r a t i o n Sq f t Mo n t h l y Ba s e R e n t An n u a l Ra t e P S F Mo n t h l y Co s t R e c o v e r y Mo n t h l y St o p O t h e r I n c o m e Ex p e n s e -- - - - - - - - - - - - - - - F u t u r e R e n t I n c r e a s e s - - - - - - - - - - - - - - - - Ca t D a t e M o n t h l y A m o u n t Bl d g I d - S u i t I d PSF Bl d g S t a t u s : PM R G An a h e i m - O f f i c e 6/14/2016 02:40 PM An a h e i m - O f f i c e GR A 6/ 3 0 / 2 0 1 6 Al l To t a l s : Oc c u p i e d S q f t : 94 , 5 1 8 10 0 . 0 0 % 2, 4 3 4 . 3 2 1, 2 4 1 . 0 0 21 4 , 9 0 4 . 5 6 0 U n i t s Va c a n t S q f t : To t a l S q f t : Le a s e d / U n o c c u p i e d S q f t : 0 U n i t s 10 U n i t s 0 0 94 , 5 1 8 2 1 4 , 9 0 4 . 5 6 10 U n i t s Oc c u p i e d S q f t : 94 , 5 1 8 10 0 . 0 0 % 21 4 , 9 0 4 . 5 6 1, 2 4 1 . 0 0 2, 4 3 4 . 3 2 To t a l A n a h e i m - O f f i c e : Va c a n t S q f t : To t a l S q f t : Le a s e d / U n o c c u p i e d S q f t : 0 U n i t s 0 U n i t s 10 U n i t s 10 U n i t s 0 0 94 , 5 1 8 2 1 4 , 9 0 4 . 5 6 Appendix F – Hydrology Report HYDROLOGY REPORT PACIFIC CENTER Anaheim, California Prepared for Hines Company 4000 MacArthur Blvd. Suite 110 Newport Beach, CA 92660 949.313.2230 Prepared by Fuscoe Engineering, Inc. 16795 Von Karman, Suite 100 Irvine, California 92606 949.474.1960 www.fuscoe.com Project Manager: Mark Nero, P.E. Date Prepared: August 2017 Job Number: 1253-002-01 PA C I F I C C E N T E R H y d r o l o g y R e p o r t – A u g u s t 2 0 1 7 1253-002-01 1253-002-01 PA C I F I C C E N T E R H y d r o l o g y R e p o r t , A u g u s t 2 0 1 7 474-005 HYDROLOGY REPORT August 2017 Pacific Center City of Anaheim, CA F:\Projects\1253\002\_Support Files\Reports\Hydrology\Hydrology Report August 2017.docx Table of Contents 1.0 INTRODUCTION 1 1.1 Geographic Setting ...........................................................................................1 1.2 Project Description ............................................................................................1 1.3 Purpose of This Report .......................................................................................1 1.4 References .......................................................................................................2 2.0 EXISTING TOPOGRAPHIC & HYDROLOGIC CONDITIONS 3 2.1 Existing Topography ..........................................................................................3 2.2 Existing On-site Drainage Pattern and Facilities ....................................................3 3.0 PROPOSED ON-SITE DRAINAGE FACILITIES 3 4.0 HYDROLOGY STUDY 5 4.1 Storm Frequency ...............................................................................................5 4.2 Methodology ....................................................................................................5 5.0 DESIGN CRITERIA 5 6.0 RESULTS AND CONCLUSIONS 6 6.1 Conclusions .....................................................................................................6 6.2 Run-Off Comparison Chart ................................................................................7 7.0 APPENDICES 8 Appendix 1 Site Location Map Appendix 2 10-Year Hydrology Study, Existing Condition Appendix 2.1 25-Year Hydrology Study, Existing Condition Appendix 2.2 100-Year Hydrology Study, Existing Condition Appendix 3 10-Year Hydrology Study, Proposed Condition Appendix 3.1 25-Year Hydrology Study, Proposed Condition Appendix 3.2 100-Year Hydrology Study, Proposed Condition Appendix 4 Soils Map Excerpt Appendix 5 Hydrology Maps (Existing & Proposed) – in pocket Appendix 6 FEMA Map Appendix 7 Preliminary Analysis of Detention Requirements HYDROLOGY REPORT August 2017 Pacific Center 1 City of Anaheim, CA 1.0 INTRODUCTION 1.1 GEOGRAPHIC SETTING The site, known as “Pacific Center”, is located in the easterly portion of the City of Anaheim at the southwest corner of La Palma Avenue and Tustin Avenue. It is bounded on the west by “Burlington Northern/Santa Fe Railroad” and on the south by The Riverside Freeway (Hwy. 91) and is only a few hundred feet north of The Santa Ana River. The site is presently occupied by several businesses, including a furniture store, a hotel, office buildings, a bank and several restaurants. See Project Site Location Map in Appendix 1. 1.2 PROJECT DESCRIPTION The proposed project consists of 3 sites: Site ‘A’, Site ‘B’, and Site ‘C’. See Project Site Location Map in Appendix 1. Site ‘A’ and Site ‘B’ which covers only a portion of “Pacific Center,” consists of the addition of approximately 400 apartment units, covered parking structures, swimming pools and landscape improvements. Site ‘C’ consists of reconfiguring and reconstructing the existing retail parking lot and adding a building pad for future building. Existing retail businesses using this parking lot will remain. 1.3 PURPOSE OF THIS REPORT The purpose of this report is to accomplish the following objectives: • To determine pre-development and post-developed storm water discharges generated within the project area for determination of design feasibility, detention requirements, constructability and impact on existing facilities. (See Hydrology Studies in Appendix 2 and 3). • To demonstrate that the "storm water" and "flood" protection goals as outlined in The Orange County Hydrology Manual can be met. • To establish that there are no significant impacts to the surrounding facilities and properties because of this proposed development. • To determine site detention requirements, if any, for the project. • To provide data for the design of size storm water inlet/outlet and conveyance facilities to support the project. Ponding exhibits, to meet secondary overflow requirements, will be provided on more detailed reports at Precise Grading Plan submittals. HYDROLOGY REPORT August 2017 Pacific Center 2 City of Anaheim, CA 1.4 REFERENCES • Orange County Hydrology Manual, 1986 • Orange County Local Drainage Manual, 1986 • Record Plans, documents and GIS information from the City of Anaheim • Record Plans, documents and GIS information from the County of Orange • Record Plans and documents from Caltrans • City of Anaheim “Master Plan of Drainage for North and West Santa Ana River Tributary Areas” • City of Anaheim “Orange County Hydrology Manual Revisions, Deletions, and Additions,” August 2005 HYDROLOGY REPORT August 2017 Pacific Center 3 City of Anaheim, CA 2.0 EXISTING TOPOGRAPHIC & HYDROLOGIC CONDITIONS 2.1 EXISTING TOPOGRAPHY The project site is relatively flat with the highest point being at the northwest corner of the site at La Palma Avenue and the railroad. The site generally slopes southwesterly, but there is a small portion thereof that flows north to La Palma Avenue and east to Tustin Avenue. Except for a small underground storm drain (12” to 18”) along the southern boundary, public and/or underground storm drain facilities are practically non-existent on the site, as the site relies almost solely on surface drainage. The site is almost completely improved with buildings, parking, local streets and drives. 2.2 EXISTING ON-SITE DRAINAGE PATTERN AND FACILITIES Refer to the Hydrology Maps in Appendix 5 for graphical locations of the items described in the following sections. Drainage on the site follows the existing topography of the land, with existing drainage patterns as follows: The general direction of flow of the site is from northeast to southwest where flow is delivered to the corner of the site near the intersection of Highway 91 and the railroad. The runoff from the site is transported almost entirely by surface devices – streets, drives, curb and gutters, “V” gutters, rectangular channels, etc. In addition to the “small” storm drain mentioned above, there exists near the southwest corner of the site, a double 24” RCP culvert (with headwalls) and a 42” RCP “stub” from the Highway 91 right-of-way. Portion of the existing retail area flows north to La Palma Avenue and east to Tustin Avenue. Majority of the runoff flows on the surface toward either curb & gutters or parkway culvert which directs the runoff to gutters on La Palma Avenue and Tustin Avenue. See Appendix 4 for Plate “A” of the Orange County Soil map, showing the hydrological soil type for the project as type A. 3.0 PROPOSED ON-SITE DRAINAGE FACILITIES The developed project matches the historic drainage pattern flow of the existing conditions, with the majority of the runoff heading toward the southwest corner of the site and a small portion (existing retail area) flowing toward either La Palma Avenue or Tustin Avenue. It is anticipated that flow originating on the site and moving on the surface southwesterly will be picked up in improved devices constructed along the west boundary (common with the railroad R/W) and directed to the south toward the existing 42” RCP storm drain pipe. It is also anticipated that two (2) east-to-west underground connector pipes will be constructed to convey flow from and through the new development to the proposed on-grade facilities to be constructed along the west boundary of the site. HYDROLOGY REPORT August 2017 Pacific Center 4 City of Anaheim, CA A large majority of the Storm water runoff from this project will be conveyed and discharged into an existing detention basin at the southwest corner of the site. A small percentage of runoff will occur from the north side of the apartment building on site A. This runoff will be detained via an underground storage area and discharged at a rate not exceeding the existing runoff rate. The preliminary sizing for the storage volume for this project was determined using the small area hydrograph as described in Section J of the Orange County hydrology manual. This estimation is sufficient for watersheds whose time of concentration is less than 25 minutes duration. This project meets the requirements for use of the small area hydrograph as Tc values are on the order of 15 minutes. No record basin calculations are available for the current development. For purposes of this preliminary report a preliminary basin capacity analysis indicates that the current basin is adequately sized for the proposed development. A conservative value for the change in surface elevation during the peak 25-year storm event calculates at less than 6” using only the bottom area of the basin and disregarding the side slopes and extended “fingers” of the basin. The basin has a storage capacity of approximately 80,000 cubic feet before fully cresting at the culvert inlet. The basin appears to be sized for back to back storms, which is typical for control structures. See the basin capacity calculations at the end of appendix 7. A full depth/discharge analysis will be done for the final hydrology report to be submitted with the precise grading plan documents. When the existing retail parking lot has been re-configured and re-constructed, a portion of the runoff will still surface drain towards La Palma Avenue and Tustin Avenue. The other portion of the retail parking lot will surface flow towards pervious pavement and bioretention planter which will infiltrate into the ground. HYDROLOGY REPORT August 2017 Pacific Center 5 City of Anaheim, CA 4.0 HYDROLOGY STUDY 4.1 STORM FREQUENCY This study is intended to determine "local" discharges for use in the design of drainage pipes and storm runoff control structures. Consistent with the “Master Plan of Drainage for North and West Santa Ana River Tributary Areas,” a 25-year storm frequency was chosen as the minimum design criteria and piping design. 4.2 METHODOLOGY (HYDROLOGY AND HYDRAULICS) This study utilizes Orange County Hydrology Methodology to calculate the 10-, 25-, and 100-year flowrates for the study area. All three flowrates were used in the street flow hydraulics calculations. Only the 25-year was used to size storm drains, as required by the City of Anaheim Department of Public Works: Storm Drainage Manual for Public and Private Storm Drainage Facilities, August 2005. AES software was used to determine storm runoff for 10-, 25-, and 100-year storm events. FlowMaster software will be used to determine preliminary hydraulic calculations to determine if existing size of pipe will have sufficient capacity to collect all the on-site runoff for the proposed conditions. W.S.P.G. Software will be utilized to determine the H.G.L. of the storm drain system. Hydrologic studies are included within Appendices 2 and 3 of this report for the 10-, 25-, and 100-year return frequency storms. Note: Hydrology Maps are in Appendix 5. 5.0 DESIGN CRITERIA The proposed storm drain system(s) will be designed to be consistent with the goals and guidelines as presented in the Orange County Hydrology and the Orange County Local Drainage Manuals and City of Anaheim Master Plan of Drainage. Storm drain design, including catch basin openings, is based on a 25-year frequency for overflow conditions and each basin has an acceptable overflow path away from the adjacent buildings. Recommended design water surface elevations inside area drains shall be 0.5’ below inlet grate elevation when possible. Pipe size may not be decreased downstream without the City’s approval. Branching of flow is not allowed. Area drains and appurtenant piping shall be designed in conformance with the Orange County Hydraulics Manual, as amended by City of Anaheim “Drainage Manual for Public and Private Drainage Facilities” dated August 2005. HYDROLOGY REPORT August 2017 Pacific Center 6 City of Anaheim, CA 6.0 RESULTS AND CONCLUSIONS 6.1 CONCLUSIONS The analysis provided in this report provides the following conclusions: Results of peak flows (Q) for each area can be seen on the Existing and Proposed Hydrology Maps (Appendix 5). The proposed site is using similar drainage patterns as existing. Summary of Hydraulics Hydraulic calculations for pipes sizes and catch basin opening sizes will be prepared based on W.S.P.G. software and submitted with the submission of Grading/Drainage Plans. Hydraulics calculations will be based on the 25-year event. HYDROLOGY REPORT August 2017 Pacific Center 7 City of Anaheim, CA 6.2 RUN-OFF COMPARISON CHART Existing Development vs Proposed Development (Based on “Q” = 25 Year Event) Item Existing Proposed Difference Mitigated Flowrates Area Flowing to La Palma Ave 3.9 Ac. 3.7 Ac. - 0.2 Ac. Area Flowing to Tustin Ave 1.9 Ac 0.3 Ac - 1.6 Ac Area Flowing to S.W. Corner 21.3 Ac. 20.2 Ac. - 1.1 Ac. Area Flowing to Infiltration 0.0 Ac 3.1 Ac + 2.0 Ac Total Area of Watershed 27.1 Ac 27.3 Ac + 0.2 Ac “Q” Flowing to La Palma Ave 10.9 cfs 6.9 cfs - 4.1 cfs N/A “Q” Flowing to Tustin Ave 6.5 cfs 1.0 cfs - 5.5 cfs N/A “Q” Flowing to Infiltration 0.0 cfs 11.5 cfs + 11.5 cfs “Q” Flowing to S.W. Corner 42.2 cfs 48.2 cfs + 5.9 cfs 42± Total “Q” of Watershed 59.6 cfs 67.6 cfs + 8.0 cfs 60± Ownership of Watershed Area Pacific Center 24.5 Ac. Burlington Northern/Santa Fe Railroad 1.6 Ac. Caltrans/City of Anaheim 0.9 Ac Carl’s Jr. 0.2 Ac Taco Bell 0.3 Ac Total: 27.5 Ac. HYDROLOGY REPORT August 2017 Pacific Center 8 City of Anaheim, CA 7.0 APPENDICES Appendix 1 Site Location Map Appendix 2 10-Year Hydrology Study, Existing Condition Appendix 2.1 25-Year Hydrology Study, Existing Condition Appendix 2.2 100-Year Hydrology Study, Existing Condition Appendix 3 10-Year Hydrology Study, Proposed Condition Appendix 3.1 25-Year Hydrology Study, Proposed Condition Appendix 3.2 100-Year Hydrology Study, Proposed Condition Appendix 4 Soils Map Excerpt Appendix 5 Hydrology Maps (Existing & Proposed) – in pocket Appendix 6 FEMA Map Appendix 7 Preliminary Analysis of Detention Requirements HYDROLOGY REPORT August 2017 Pacific Center City of Anaheim, CA APPENDIX 1 Site Location Map HYDROLOGY REPORT February 2017 Pacific Center City of Anaheim, CA Project Site Location Map HYDROLOGY REPORT August 2017 Pacific Center City of Anaheim, CA APPENDIX 2 10-Year Hydrology Study, Existing Condition PCEX10 ____________________________________________________________________________ **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2014 Advanced Engineering Software (aes) Ver. 21.0 Release Date: 06/01/2014 License ID 1355 Analysis prepared by: Fuscoe Engineering 16795 Von Karman Ave Suite 100 Irvine CA, 92606 ************************** DESCRIPTION OF STUDY ************************** * PACIFIC CENTER - ANAHEIM * * EXISTING HYDROLOGY * * 10 YEAR EVENT * ************************************************************************** FILE NAME: PCEX10.DAT TIME/DATE OF STUDY: 10:24 08/01/2017 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) === ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *PIPE MAY BE SIZED TO HAVE A FLOW CAPACITY LESS THAN UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< Page 1 PCEX10 ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 355.00 ELEVATION DATA: UPSTREAM(FEET) = 243.40 DOWNSTREAM(FEET) = 239.40 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.809 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.144 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.87 0.40 0.100 32 7.81 PUBLIC PARK A 0.22 0.40 0.850 32 12.41 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.251 SUBAREA RUNOFF(CFS) = 2.99 TOTAL AREA(ACRES) = 1.09 PEAK FLOW RATE(CFS) = 2.99 **************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 12.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 239.40 DOWNSTREAM ELEVATION(FEET) = 238.50 STREET LENGTH(FEET) = 280.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.93 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.43 HALFSTREET FLOOD WIDTH(FEET) = 15.19 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.62 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.70 STREET FLOW TRAVEL TIME(MIN.) = 2.88 Tc(MIN.) = 10.69 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.627 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.54 0.40 0.100 32 PUBLIC PARK A 0.31 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.374 SUBAREA AREA(ACRES) = 0.85 SUBAREA RUNOFF(CFS) = 1.90 EFFECTIVE AREA(ACRES) = 1.94 AREA-AVERAGED Fm(INCH/HR) = 0.12 Page 2 PCEX10 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.30 TOTAL AREA(ACRES) = 1.9 PEAK FLOW RATE(CFS) = 4.37 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.44 HALFSTREET FLOOD WIDTH(FEET) = 15.84 FLOW VELOCITY(FEET/SEC.) = 1.66 DEPTH*VELOCITY(FT*FT/SEC.) = 0.74 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 12.00 = 635.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 238.50 DOWNSTREAM ELEVATION(FEET) = 238.00 STREET LENGTH(FEET) = 190.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.80 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.47 HALFSTREET FLOOD WIDTH(FEET) = 17.08 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.58 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.74 STREET FLOW TRAVEL TIME(MIN.) = 2.00 Tc(MIN.) = 12.69 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.381 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.21 0.40 0.100 32 PUBLIC PARK A 0.22 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.484 SUBAREA AREA(ACRES) = 0.43 SUBAREA RUNOFF(CFS) = 0.85 EFFECTIVE AREA(ACRES) = 2.37 AREA-AVERAGED Fm(INCH/HR) = 0.13 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.34 TOTAL AREA(ACRES) = 2.4 PEAK FLOW RATE(CFS) = 4.79 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.47 HALFSTREET FLOOD WIDTH(FEET) = 17.08 FLOW VELOCITY(FEET/SEC.) = 1.58 DEPTH*VELOCITY(FT*FT/SEC.) = 0.74 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 13.00 = 825.00 FEET. **************************************************************************** Page 3 PCEX10 FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 200.00 ELEVATION DATA: UPSTREAM(FEET) = 240.50 DOWNSTREAM(FEET) = 239.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.636 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.185 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.24 0.40 0.100 32 7.64 PUBLIC PARK A 0.14 0.40 0.850 32 12.13 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.376 SUBAREA RUNOFF(CFS) = 1.04 TOTAL AREA(ACRES) = 0.38 PEAK FLOW RATE(CFS) = 1.04 **************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 239.70 DOWNSTREAM NODE ELEVATION(FEET) = 239.20 CHANNEL LENGTH THRU SUBAREA(FEET) = 235.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 1.00 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.560 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.24 0.40 0.100 32 PUBLIC PARK A 0.54 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.619 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 1.84 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.10 AVERAGE FLOW DEPTH(FEET) = 0.25 FLOOD WIDTH(FEET) = 17.34 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 3.55 Tc(MIN.) = 11.18 SUBAREA AREA(ACRES) = 0.78 SUBAREA RUNOFF(CFS) = 1.62 EFFECTIVE AREA(ACRES) = 1.16 AREA-AVERAGED Fm(INCH/HR) = 0.22 Page 4 PCEX10 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.54 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 2.45 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.28 FLOOD WIDTH(FEET) = 19.77 FLOW VELOCITY(FEET/SEC.) = 1.15 DEPTH*VELOCITY(FT*FT/SEC) = 0.32 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 435.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 239.20 DOWNSTREAM ELEVATION(FEET) = 238.20 STREET LENGTH(FEET) = 205.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.95 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.38 HALFSTREET FLOOD WIDTH(FEET) = 12.44 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.77 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.66 STREET FLOW TRAVEL TIME(MIN.) = 1.93 Tc(MIN.) = 13.11 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.337 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.49 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.49 SUBAREA RUNOFF(CFS) = 1.01 EFFECTIVE AREA(ACRES) = 1.65 AREA-AVERAGED Fm(INCH/HR) = 0.16 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.41 TOTAL AREA(ACRES) = 1.7 PEAK FLOW RATE(CFS) = 3.23 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.38 HALFSTREET FLOOD WIDTH(FEET) = 12.92 FLOW VELOCITY(FEET/SEC.) = 1.81 DEPTH*VELOCITY(FT*FT/SEC.) = 0.69 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 23.00 = 640.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 10 Page 5 PCEX10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 2 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 31.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 290.00 ELEVATION DATA: UPSTREAM(FEET) = 240.90 DOWNSTREAM(FEET) = 239.60 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.660 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.963 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.10 0.40 0.100 32 8.66 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.89 TOTAL AREA(ACRES) = 1.10 PEAK FLOW RATE(CFS) = 2.89 **************************************************************************** FLOW PROCESS FROM NODE 31.00 TO NODE 23.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 239.60 DOWNSTREAM ELEVATION(FEET) = 238.20 STREET LENGTH(FEET) = 465.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.99 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.44 HALFSTREET FLOOD WIDTH(FEET) = 15.50 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.58 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.69 STREET FLOW TRAVEL TIME(MIN.) = 4.89 Tc(MIN.) = 13.55 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.293 SUBAREA LOSS RATE DATA(AMC II): Page 6 PCEX10 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.08 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.08 SUBAREA RUNOFF(CFS) = 2.19 EFFECTIVE AREA(ACRES) = 2.18 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.2 PEAK FLOW RATE(CFS) = 4.42 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.45 HALFSTREET FLOOD WIDTH(FEET) = 16.14 FLOW VELOCITY(FEET/SEC.) = 1.62 DEPTH*VELOCITY(FT*FT/SEC.) = 0.73 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 23.00 = 755.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 2 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 4.42 13.55 2.293 0.40( 0.04) 0.10 2.2 30.00 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 23.00 = 755.00 FEET. ** MEMORY BANK # 2 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 3.23 13.11 2.337 0.40( 0.16) 0.41 1.7 20.00 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 23.00 = 640.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 7.59 13.11 2.337 0.40( 0.09) 0.24 3.8 20.00 2 7.58 13.55 2.293 0.40( 0.09) 0.23 3.8 30.00 TOTAL AREA(ACRES) = 3.8 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 7.59 Tc(MIN.) = 13.110 EFFECTIVE AREA(ACRES) = 3.76 AREA-AVERAGED Fm(INCH/HR) = 0.09 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.23 TOTAL AREA(ACRES) = 3.8 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 23.00 = 755.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 2 <<<<< ============================================================================ Page 7 PCEX10 **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 13.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 238.20 DOWNSTREAM NODE ELEVATION(FEET) = 238.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 75.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.75 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.260 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.08 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 7.67 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.60 AVERAGE FLOW DEPTH(FEET) = 0.38 FLOOD WIDTH(FEET) = 30.44 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 0.78 Tc(MIN.) = 13.89 SUBAREA AREA(ACRES) = 0.08 SUBAREA RUNOFF(CFS) = 0.16 EFFECTIVE AREA(ACRES) = 3.84 AREA-AVERAGED Fm(INCH/HR) = 0.09 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.23 TOTAL AREA(ACRES) = 3.9 PEAK FLOW RATE(CFS) = 7.59 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.38 FLOOD WIDTH(FEET) = 30.31 FLOW VELOCITY(FEET/SEC.) = 1.59 DEPTH*VELOCITY(FT*FT/SEC) = 0.61 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 13.00 = 830.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 7.59 13.89 2.260 0.40( 0.09) 0.23 3.8 20.00 2 7.58 14.33 2.220 0.40( 0.09) 0.23 3.9 30.00 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 13.00 = 830.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 4.79 12.69 2.381 0.40( 0.13) 0.34 2.4 10.00 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 13.00 = 825.00 FEET. Page 8 PCEX10 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 12.10 12.69 2.381 0.40( 0.11) 0.27 5.9 10.00 2 12.12 13.89 2.260 0.40( 0.11) 0.27 6.2 20.00 3 12.03 14.33 2.220 0.40( 0.11) 0.27 6.3 30.00 TOTAL AREA(ACRES) = 6.3 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 12.12 Tc(MIN.) = 13.892 EFFECTIVE AREA(ACRES) = 6.21 AREA-AVERAGED Fm(INCH/HR) = 0.11 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.27 TOTAL AREA(ACRES) = 6.3 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 13.00 = 830.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 238.00 DOWNSTREAM ELEVATION(FEET) = 237.00 STREET LENGTH(FEET) = 320.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 13.06 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.61 HALFSTREET FLOOD WIDTH(FEET) = 29.77 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.07 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.27 STREET FLOW TRAVEL TIME(MIN.) = 2.57 Tc(MIN.) = 16.46 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.051 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.04 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 Page 9 PCEX10 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.04 SUBAREA RUNOFF(CFS) = 1.88 EFFECTIVE AREA(ACRES) = 7.25 AREA-AVERAGED Fm(INCH/HR) = 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.25 TOTAL AREA(ACRES) = 7.3 PEAK FLOW RATE(CFS) = 12.73 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.61 HALFSTREET FLOOD WIDTH(FEET) = 29.30 FLOW VELOCITY(FEET/SEC.) = 2.07 DEPTH*VELOCITY(FT*FT/SEC.) = 1.25 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 14.00 = 1150.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 41.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 290.00 ELEVATION DATA: UPSTREAM(FEET) = 241.70 DOWNSTREAM(FEET) = 240.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.127 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.876 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.68 0.40 0.100 32 9.13 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.74 TOTAL AREA(ACRES) = 0.68 PEAK FLOW RATE(CFS) = 1.74 **************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 42.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.70 DOWNSTREAM ELEVATION(FEET) = 239.50 STREET LENGTH(FEET) = 260.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 Page 10 PCEX10 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.01 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.34 HALFSTREET FLOOD WIDTH(FEET) = 10.70 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.59 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.54 STREET FLOW TRAVEL TIME(MIN.) = 2.72 Tc(MIN.) = 11.85 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.476 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.25 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.25 SUBAREA RUNOFF(CFS) = 0.55 EFFECTIVE AREA(ACRES) = 0.93 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.9 PEAK FLOW RATE(CFS) = 2.04 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.34 HALFSTREET FLOOD WIDTH(FEET) = 10.81 FLOW VELOCITY(FEET/SEC.) = 1.59 DEPTH*VELOCITY(FT*FT/SEC.) = 0.54 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 550.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 42.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 43.00 TO NODE 44.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 330.00 ELEVATION DATA: UPSTREAM(FEET) = 241.50 DOWNSTREAM(FEET) = 240.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.358 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.835 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.73 0.40 0.100 32 9.36 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 4.35 Page 11 PCEX10 TOTAL AREA(ACRES) = 1.73 PEAK FLOW RATE(CFS) = 4.35 **************************************************************************** FLOW PROCESS FROM NODE 44.00 TO NODE 42.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 240.20 DOWNSTREAM NODE ELEVATION(FEET) = 239.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 155.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.75 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.617 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.17 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.71 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.85 AVERAGE FLOW DEPTH(FEET) = 0.32 FLOOD WIDTH(FEET) = 24.19 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.40 Tc(MIN.) = 10.76 SUBAREA AREA(ACRES) = 1.17 SUBAREA RUNOFF(CFS) = 2.71 EFFECTIVE AREA(ACRES) = 2.90 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.9 PEAK FLOW RATE(CFS) = 6.73 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.34 FLOOD WIDTH(FEET) = 25.81 FLOW VELOCITY(FEET/SEC.) = 1.92 DEPTH*VELOCITY(FT*FT/SEC) = 0.65 LONGEST FLOWPATH FROM NODE 43.00 TO NODE 42.00 = 485.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 42.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 6.73 10.76 2.617 0.40( 0.04) 0.10 2.9 43.00 LONGEST FLOWPATH FROM NODE 43.00 TO NODE 42.00 = 485.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 2.04 11.85 2.476 0.40( 0.04) 0.10 0.9 40.00 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 550.00 FEET. Page 12 PCEX10 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 8.68 10.76 2.617 0.40( 0.04) 0.10 3.7 43.00 2 8.40 11.85 2.476 0.40( 0.04) 0.10 3.8 40.00 TOTAL AREA(ACRES) = 3.8 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 8.68 Tc(MIN.) = 10.756 EFFECTIVE AREA(ACRES) = 3.74 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.8 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 550.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 42.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 45.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 239.50 DOWNSTREAM NODE ELEVATION(FEET) = 239.20 CHANNEL LENGTH THRU SUBAREA(FEET) = 50.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.568 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.28 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 9.00 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.29 AVERAGE FLOW DEPTH(FEET) = 0.35 FLOOD WIDTH(FEET) = 27.45 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 0.36 Tc(MIN.) = 11.12 SUBAREA AREA(ACRES) = 0.28 SUBAREA RUNOFF(CFS) = 0.64 EFFECTIVE AREA(ACRES) = 4.02 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.1 PEAK FLOW RATE(CFS) = 9.15 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.36 FLOOD WIDTH(FEET) = 27.76 FLOW VELOCITY(FEET/SEC.) = 2.28 DEPTH*VELOCITY(FT*FT/SEC) = 0.81 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 45.00 = 600.00 FEET. Page 13 PCEX10 **************************************************************************** FLOW PROCESS FROM NODE 45.00 TO NODE 46.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 239.20 DOWNSTREAM NODE ELEVATION(FEET) = 238.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 330.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.251 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.70 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 9.85 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.91 AVERAGE FLOW DEPTH(FEET) = 0.40 FLOOD WIDTH(FEET) = 31.56 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 2.87 Tc(MIN.) = 13.99 SUBAREA AREA(ACRES) = 0.70 SUBAREA RUNOFF(CFS) = 1.39 EFFECTIVE AREA(ACRES) = 4.72 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.8 PEAK FLOW RATE(CFS) = 9.40 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.39 FLOOD WIDTH(FEET) = 30.96 FLOW VELOCITY(FEET/SEC.) = 1.90 DEPTH*VELOCITY(FT*FT/SEC) = 0.74 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 46.00 = 930.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 46.00 TO NODE 47.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 238.00 DOWNSTREAM NODE ELEVATION(FEET) = 237.60 CHANNEL LENGTH THRU SUBAREA(FEET) = 170.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.105 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.10 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 10.42 Page 14 PCEX10 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.64 AVERAGE FLOW DEPTH(FEET) = 0.43 FLOOD WIDTH(FEET) = 35.22 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.73 Tc(MIN.) = 15.72 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 2.04 EFFECTIVE AREA(ACRES) = 5.82 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 5.9 PEAK FLOW RATE(CFS) = 10.83 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.44 FLOOD WIDTH(FEET) = 35.83 FLOW VELOCITY(FEET/SEC.) = 1.64 DEPTH*VELOCITY(FT*FT/SEC) = 0.72 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 47.00 = 1100.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 47.00 TO NODE 47.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 15.72 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.105 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.33 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.33 SUBAREA RUNOFF(CFS) = 0.61 EFFECTIVE AREA(ACRES) = 6.15 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 6.2 PEAK FLOW RATE(CFS) = 11.44 **************************************************************************** FLOW PROCESS FROM NODE 47.00 TO NODE 14.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 237.60 DOWNSTREAM NODE ELEVATION(FEET) = 237.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 220.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 1.00 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.962 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.50 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 11.87 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.78 AVERAGE FLOW DEPTH(FEET) = 0.44 FLOOD WIDTH(FEET) = 36.11 Page 15 PCEX10 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 2.07 Tc(MIN.) = 17.79 SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 0.86 EFFECTIVE AREA(ACRES) = 6.65 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 6.7 PEAK FLOW RATE(CFS) = 11.51 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.44 FLOOD WIDTH(FEET) = 35.59 FLOW VELOCITY(FEET/SEC.) = 1.77 DEPTH*VELOCITY(FT*FT/SEC) = 0.77 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 14.00 = 1320.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 11.51 17.79 1.962 0.40( 0.04) 0.10 6.7 43.00 2 11.24 18.94 1.892 0.40( 0.04) 0.10 6.7 40.00 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 14.00 = 1320.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 12.72 15.26 2.142 0.40( 0.10) 0.25 6.9 10.00 2 12.73 16.46 2.051 0.40( 0.10) 0.25 7.2 20.00 3 12.66 16.91 2.020 0.40( 0.10) 0.25 7.3 30.00 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 14.00 = 1150.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 23.51 15.26 2.142 0.40( 0.07) 0.18 12.6 10.00 2 23.88 16.46 2.051 0.40( 0.07) 0.18 13.4 20.00 3 23.92 16.91 2.020 0.40( 0.07) 0.18 13.6 30.00 4 23.78 17.79 1.962 0.40( 0.07) 0.18 14.0 43.00 5 23.05 18.94 1.892 0.40( 0.07) 0.18 14.1 40.00 TOTAL AREA(ACRES) = 14.1 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 23.92 Tc(MIN.) = 16.910 EFFECTIVE AREA(ACRES) = 13.65 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.18 TOTAL AREA(ACRES) = 14.1 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 14.00 = 1320.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<< Page 16 PCEX10 ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 237.00 DOWNSTREAM(FEET) = 235.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 145.00 CHANNEL SLOPE = 0.0131 CHANNEL FLOW THRU SUBAREA(CFS) = 23.92 FLOW VELOCITY(FEET/SEC) = 3.60 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.67 Tc(MIN.) = 17.58 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 15.00 = 1465.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 17.58 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.975 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.16 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.16 SUBAREA RUNOFF(CFS) = 0.24 EFFECTIVE AREA(ACRES) = 13.81 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 14.2 PEAK FLOW RATE(CFS) = 23.92 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 17.58 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.975 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.25 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.25 SUBAREA RUNOFF(CFS) = 2.18 EFFECTIVE AREA(ACRES) = 15.06 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.18 TOTAL AREA(ACRES) = 15.5 PEAK FLOW RATE(CFS) = 25.79 **************************************************************************** Page 17 PCEX10 FLOW PROCESS FROM NODE 15.00 TO NODE 16.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 235.10 DOWNSTREAM(FEET) = 234.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 205.00 CHANNEL SLOPE = 0.0049 CHANNEL FLOW THRU SUBAREA(CFS) = 25.79 FLOW VELOCITY(FEET/SEC) = 2.24 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.52 Tc(MIN.) = 19.10 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 16.00 = 1670.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 19.10 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.883 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.30 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.42 EFFECTIVE AREA(ACRES) = 15.36 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 15.8 PEAK FLOW RATE(CFS) = 25.79 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 51.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 245.00 ELEVATION DATA: UPSTREAM(FEET) = 241.50 DOWNSTREAM(FEET) = 240.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.248 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.047 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.84 0.40 0.100 32 8.25 Page 18 PCEX10 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.27 TOTAL AREA(ACRES) = 0.84 PEAK FLOW RATE(CFS) = 2.27 **************************************************************************** FLOW PROCESS FROM NODE 51.00 TO NODE 52.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 238.00 DOWNSTREAM(FEET) = 237.50 FLOW LENGTH(FEET) = 125.00 MANNING'S N = 0.011 DEPTH OF FLOW IN 12.0 INCH PIPE IS 8.9 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 3.64 GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 2.27 PIPE TRAVEL TIME(MIN.) = 0.57 Tc(MIN.) = 8.82 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 52.00 = 370.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 52.00 TO NODE 52.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 8.82 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.932 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.28 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.28 SUBAREA RUNOFF(CFS) = 3.33 EFFECTIVE AREA(ACRES) = 2.12 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.1 PEAK FLOW RATE(CFS) = 5.52 **************************************************************************** FLOW PROCESS FROM NODE 52.00 TO NODE 53.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 237.50 DOWNSTREAM(FEET) = 236.50 FLOW LENGTH(FEET) = 330.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 7.03 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 5.52 PIPE TRAVEL TIME(MIN.) = 0.78 Tc(MIN.) = 9.60 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 53.00 = 700.00 FEET. Page 19 PCEX10 **************************************************************************** FLOW PROCESS FROM NODE 53.00 TO NODE 53.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 9.60 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.793 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.63 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.63 SUBAREA RUNOFF(CFS) = 4.04 EFFECTIVE AREA(ACRES) = 3.75 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.8 PEAK FLOW RATE(CFS) = 9.29 **************************************************************************** FLOW PROCESS FROM NODE 53.00 TO NODE 54.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 236.50 DOWNSTREAM(FEET) = 236.30 FLOW LENGTH(FEET) = 30.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 11.83 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 9.29 PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 9.65 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 54.00 = 730.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 54.00 TO NODE 54.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 9.65 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.786 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.49 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.49 SUBAREA RUNOFF(CFS) = 1.21 EFFECTIVE AREA(ACRES) = 4.24 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.2 PEAK FLOW RATE(CFS) = 10.48 Page 20 PCEX10 **************************************************************************** FLOW PROCESS FROM NODE 54.00 TO NODE 55.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 236.30 DOWNSTREAM(FEET) = 235.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 160.00 CHANNEL SLOPE = 0.0050 CHANNEL FLOW THRU SUBAREA(CFS) = 10.48 FLOW VELOCITY(FEET/SEC) = 1.79 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.49 Tc(MIN.) = 11.14 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 55.00 = 890.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 55.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 11.14 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.566 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.31 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.31 SUBAREA RUNOFF(CFS) = 0.70 EFFECTIVE AREA(ACRES) = 4.55 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.5 PEAK FLOW RATE(CFS) = 10.48 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 55.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 11.14 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.566 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.19 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.19 SUBAREA RUNOFF(CFS) = 0.38 EFFECTIVE AREA(ACRES) = 4.74 AREA-AVERAGED Fm(INCH/HR) = 0.05 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.13 TOTAL AREA(ACRES) = 4.7 PEAK FLOW RATE(CFS) = 10.72 **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 16.00 IS CODE = 52 ---------------------------------------------------------------------------- Page 21 PCEX10 >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 235.50 DOWNSTREAM(FEET) = 234.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 255.00 CHANNEL SLOPE = 0.0055 CHANNEL FLOW THRU SUBAREA(CFS) = 10.72 FLOW VELOCITY(FEET/SEC) = 1.88 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 2.25 Tc(MIN.) = 13.39 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 16.00 = 1145.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 13.39 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.308 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.29 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.29 SUBAREA RUNOFF(CFS) = 0.51 EFFECTIVE AREA(ACRES) = 5.03 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.17 TOTAL AREA(ACRES) = 5.0 PEAK FLOW RATE(CFS) = 10.72 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 10.72 13.39 2.308 0.40( 0.07) 0.17 5.0 50.00 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 16.00 = 1145.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 25.48 17.46 1.983 0.40( 0.08) 0.20 14.3 10.00 2 25.77 18.66 1.909 0.40( 0.08) 0.19 15.1 20.00 3 25.79 19.10 1.883 0.40( 0.08) 0.19 15.4 30.00 4 25.61 19.99 1.835 0.40( 0.08) 0.19 15.7 43.00 5 24.83 21.16 1.776 0.40( 0.08) 0.19 15.8 40.00 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 16.00 = 1670.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER Page 22 PCEX10 NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 33.60 13.39 2.308 0.40( 0.08) 0.19 16.0 50.00 2 34.64 17.46 1.983 0.40( 0.08) 0.19 19.4 10.00 3 34.58 18.66 1.909 0.40( 0.08) 0.19 20.1 20.00 4 34.48 19.10 1.883 0.40( 0.07) 0.19 20.4 30.00 5 34.06 19.99 1.835 0.40( 0.07) 0.19 20.7 43.00 6 33.01 21.16 1.776 0.40( 0.07) 0.19 20.8 40.00 TOTAL AREA(ACRES) = 20.8 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 34.64 Tc(MIN.) = 17.459 EFFECTIVE AREA(ACRES) = 19.36 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 20.8 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 16.00 = 1670.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 17.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 234.10 DOWNSTREAM(FEET) = 233.20 FLOW LENGTH(FEET) = 55.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 13.8 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 9.24 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 2 PIPE-FLOW(CFS) = 34.64 PIPE TRAVEL TIME(MIN.) = 0.10 Tc(MIN.) = 17.56 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 17.00 = 1725.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 17.00 TO NODE 17.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 17.56 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 1.976 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.53 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.53 SUBAREA RUNOFF(CFS) = 0.78 EFFECTIVE AREA(ACRES) = 19.89 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.21 TOTAL AREA(ACRES) = 21.3 PEAK FLOW RATE(CFS) = 34.64 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 81.00 IS CODE = 21 ---------------------------------------------------------------------------- Page 23 PCEX10 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 320.00 ELEVATION DATA: UPSTREAM(FEET) = 243.30 DOWNSTREAM(FEET) = 240.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.672 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.176 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) PUBLIC PARK A 0.54 0.40 0.850 32 12.19 COMMERCIAL A 0.12 0.40 0.100 32 7.67 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.714 SUBAREA RUNOFF(CFS) = 1.72 TOTAL AREA(ACRES) = 0.66 PEAK FLOW RATE(CFS) = 1.72 **************************************************************************** FLOW PROCESS FROM NODE 81.00 TO NODE 82.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.10 DOWNSTREAM ELEVATION(FEET) = 238.80 STREET LENGTH(FEET) = 150.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 28.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 1.99 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.31 HALFSTREET FLOOD WIDTH(FEET) = 9.33 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.01 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.63 STREET FLOW TRAVEL TIME(MIN.) = 1.24 Tc(MIN.) = 8.92 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.914 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.11 0.40 0.850 32 COMMERCIAL A 0.11 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.475 Page 24 PCEX10 SUBAREA AREA(ACRES) = 0.22 SUBAREA RUNOFF(CFS) = 0.54 EFFECTIVE AREA(ACRES) = 0.88 AREA-AVERAGED Fm(INCH/HR) = 0.26 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.65 TOTAL AREA(ACRES) = 0.9 PEAK FLOW RATE(CFS) = 2.10 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.32 HALFSTREET FLOOD WIDTH(FEET) = 9.58 FLOW VELOCITY(FEET/SEC.) = 2.03 DEPTH*VELOCITY(FT*FT/SEC.) = 0.64 LONGEST FLOWPATH FROM NODE 80.00 TO NODE 82.00 = 470.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 82.00 TO NODE 83.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 238.80 DOWNSTREAM ELEVATION(FEET) = 238.50 STREET LENGTH(FEET) = 90.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 84.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 30.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.27 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.39 HALFSTREET FLOOD WIDTH(FEET) = 11.72 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.45 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.57 STREET FLOW TRAVEL TIME(MIN.) = 1.03 Tc(MIN.) = 9.95 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.737 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.16 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.16 SUBAREA RUNOFF(CFS) = 0.35 EFFECTIVE AREA(ACRES) = 1.04 AREA-AVERAGED Fm(INCH/HR) = 0.27 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.68 TOTAL AREA(ACRES) = 1.0 PEAK FLOW RATE(CFS) = 2.31 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.39 HALFSTREET FLOOD WIDTH(FEET) = 11.78 FLOW VELOCITY(FEET/SEC.) = 1.46 DEPTH*VELOCITY(FT*FT/SEC.) = 0.58 LONGEST FLOWPATH FROM NODE 80.00 TO NODE 83.00 = 560.00 FEET. Page 25 PCEX10 **************************************************************************** FLOW PROCESS FROM NODE 90.00 TO NODE 91.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 280.00 ELEVATION DATA: UPSTREAM(FEET) = 241.90 DOWNSTREAM(FEET) = 240.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.937 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.910 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.64 0.40 0.100 32 8.94 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.65 TOTAL AREA(ACRES) = 0.64 PEAK FLOW RATE(CFS) = 1.65 **************************************************************************** FLOW PROCESS FROM NODE 91.00 TO NODE 92.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.90 DOWNSTREAM ELEVATION(FEET) = 239.50 STREET LENGTH(FEET) = 270.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 25.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.23 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.34 HALFSTREET FLOOD WIDTH(FEET) = 10.91 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.71 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.59 STREET FLOW TRAVEL TIME(MIN.) = 2.64 Tc(MIN.) = 11.57 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.510 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.52 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 Page 26 PCEX10 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.52 SUBAREA RUNOFF(CFS) = 1.16 EFFECTIVE AREA(ACRES) = 1.16 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 2.58 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 11.59 FLOW VELOCITY(FEET/SEC.) = 1.76 DEPTH*VELOCITY(FT*FT/SEC.) = 0.63 LONGEST FLOWPATH FROM NODE 90.00 TO NODE 92.00 = 550.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 92.00 TO NODE 92.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 295.00 ELEVATION DATA: UPSTREAM(FEET) = 241.90 DOWNSTREAM(FEET) = 240.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.221 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.859 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.79 0.40 0.100 32 9.22 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.00 TOTAL AREA(ACRES) = 0.79 PEAK FLOW RATE(CFS) = 2.00 **************************************************************************** FLOW PROCESS FROM NODE 101.00 TO NODE 92.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 9.22 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.859 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.44 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.44 SUBAREA RUNOFF(CFS) = 1.12 EFFECTIVE AREA(ACRES) = 1.23 AREA-AVERAGED Fm(INCH/HR) = 0.04 Page 27 PCEX10 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 3.12 **************************************************************************** FLOW PROCESS FROM NODE 92.00 TO NODE 92.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 3.12 9.22 2.859 0.40( 0.04) 0.10 1.2 100.00 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 92.00 = 295.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 2.58 11.57 2.510 0.40( 0.04) 0.10 1.2 90.00 LONGEST FLOWPATH FROM NODE 90.00 TO NODE 92.00 = 550.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 5.46 9.22 2.859 0.40( 0.04) 0.10 2.2 100.00 2 5.31 11.57 2.510 0.40( 0.04) 0.10 2.4 90.00 TOTAL AREA(ACRES) = 2.4 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 5.46 Tc(MIN.) = 9.221 EFFECTIVE AREA(ACRES) = 2.15 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.4 LONGEST FLOWPATH FROM NODE 90.00 TO NODE 92.00 = 550.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 92.00 TO NODE 93.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 239.50 DOWNSTREAM ELEVATION(FEET) = 239.10 STREET LENGTH(FEET) = 100.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 25.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 Page 28 PCEX10 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.59 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.46 HALFSTREET FLOOD WIDTH(FEET) = 16.77 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.91 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.88 STREET FLOW TRAVEL TIME(MIN.) = 0.87 Tc(MIN.) = 10.09 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.714 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.10 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.10 SUBAREA RUNOFF(CFS) = 0.24 EFFECTIVE AREA(ACRES) = 2.25 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.5 PEAK FLOW RATE(CFS) = 5.46 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.46 HALFSTREET FLOOD WIDTH(FEET) = 16.57 FLOW VELOCITY(FEET/SEC.) = 1.91 DEPTH*VELOCITY(FT*FT/SEC.) = 0.87 LONGEST FLOWPATH FROM NODE 90.00 TO NODE 93.00 = 650.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 94.00 TO NODE 95.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 190.00 ELEVATION DATA: UPSTREAM(FEET) = 242.10 DOWNSTREAM(FEET) = 240.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.165 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.600 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.39 0.40 0.100 32 6.16 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.25 TOTAL AREA(ACRES) = 0.39 PEAK FLOW RATE(CFS) = 1.25 **************************************************************************** FLOW PROCESS FROM NODE 96.00 TO NODE 97.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ Page 29 PCEX10 INITIAL SUBAREA FLOW-LENGTH(FEET) = 200.00 ELEVATION DATA: UPSTREAM(FEET) = 241.30 DOWNSTREAM(FEET) = 240.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.165 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.303 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.52 0.40 0.100 32 7.16 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.53 TOTAL AREA(ACRES) = 0.52 PEAK FLOW RATE(CFS) = 1.53 **************************************************************************** FLOW PROCESS FROM NODE 98.00 TO NODE 99.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 160.00 ELEVATION DATA: UPSTREAM(FEET) = 241.40 DOWNSTREAM(FEET) = 240.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.860 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.387 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.06 0.40 0.100 32 6.86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 3.19 TOTAL AREA(ACRES) = 1.06 PEAK FLOW RATE(CFS) = 3.19 **************************************************************************** FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 150.00 ELEVATION DATA: UPSTREAM(FEET) = 242.40 DOWNSTREAM(FEET) = 241.30 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.029 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.647 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.27 0.40 0.100 32 6.03 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 Page 30 PCEX10 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.88 TOTAL AREA(ACRES) = 0.27 PEAK FLOW RATE(CFS) = 0.88 ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.3 TC(MIN.) = 6.03 EFFECTIVE AREA(ACRES) = 0.27 AREA-AVERAGED Fm(INCH/HR)= 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 0.88 ============================================================================ ============================================================================ END OF RATIONAL METHOD ANALYSIS Page 31 HYDROLOGY REPORT August 2017 Pacific Center City of Anaheim, CA APPENDIX 2.1 25-Year Hydrology Study, Existing Condition PCEX25 ____________________________________________________________________________ **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2014 Advanced Engineering Software (aes) Ver. 21.0 Release Date: 06/01/2014 License ID 1355 Analysis prepared by: Fuscoe Engineering 16795 Von Karman Ave Suite 100 Irvine CA, 92606 ************************** DESCRIPTION OF STUDY ************************** * PACIFIC CENTER - ANAHEIM * * EXISTING HYDROLOGY * * 25 YEAR VEVENT * ************************************************************************** FILE NAME: PCEX25.DAT TIME/DATE OF STUDY: 11:58 08/01/2017 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) === ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *PIPE MAY BE SIZED TO HAVE A FLOW CAPACITY LESS THAN UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< Page 1 PCEX25 ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 355.00 ELEVATION DATA: UPSTREAM(FEET) = 243.40 DOWNSTREAM(FEET) = 239.40 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.809 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.748 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.87 0.40 0.100 32 7.81 PUBLIC PARK A 0.22 0.40 0.850 32 12.41 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.251 SUBAREA RUNOFF(CFS) = 3.58 TOTAL AREA(ACRES) = 1.09 PEAK FLOW RATE(CFS) = 3.58 **************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 12.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 239.40 DOWNSTREAM ELEVATION(FEET) = 238.50 STREET LENGTH(FEET) = 280.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.73 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.45 HALFSTREET FLOOD WIDTH(FEET) = 16.35 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.69 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.77 STREET FLOW TRAVEL TIME(MIN.) = 2.75 Tc(MIN.) = 10.56 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.159 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.54 0.40 0.100 32 PUBLIC PARK A 0.31 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.374 SUBAREA AREA(ACRES) = 0.85 SUBAREA RUNOFF(CFS) = 2.30 EFFECTIVE AREA(ACRES) = 1.94 AREA-AVERAGED Fm(INCH/HR) = 0.12 Page 2 PCEX25 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.30 TOTAL AREA(ACRES) = 1.9 PEAK FLOW RATE(CFS) = 5.30 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.47 HALFSTREET FLOOD WIDTH(FEET) = 17.07 FLOW VELOCITY(FEET/SEC.) = 1.75 DEPTH*VELOCITY(FT*FT/SEC.) = 0.82 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 12.00 = 635.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 238.50 DOWNSTREAM ELEVATION(FEET) = 238.00 STREET LENGTH(FEET) = 190.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.82 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.49 HALFSTREET FLOOD WIDTH(FEET) = 18.43 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.66 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.82 STREET FLOW TRAVEL TIME(MIN.) = 1.91 Tc(MIN.) = 12.47 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.875 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.21 0.40 0.100 32 PUBLIC PARK A 0.22 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.484 SUBAREA AREA(ACRES) = 0.43 SUBAREA RUNOFF(CFS) = 1.04 EFFECTIVE AREA(ACRES) = 2.37 AREA-AVERAGED Fm(INCH/HR) = 0.13 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.34 TOTAL AREA(ACRES) = 2.4 PEAK FLOW RATE(CFS) = 5.84 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.50 HALFSTREET FLOOD WIDTH(FEET) = 18.49 FLOW VELOCITY(FEET/SEC.) = 1.65 DEPTH*VELOCITY(FT*FT/SEC.) = 0.82 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 13.00 = 825.00 FEET. **************************************************************************** Page 3 PCEX25 FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 200.00 ELEVATION DATA: UPSTREAM(FEET) = 240.50 DOWNSTREAM(FEET) = 239.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.636 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.796 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.24 0.40 0.100 32 7.64 PUBLIC PARK A 0.14 0.40 0.850 32 12.13 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.376 SUBAREA RUNOFF(CFS) = 1.25 TOTAL AREA(ACRES) = 0.38 PEAK FLOW RATE(CFS) = 1.25 **************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 239.70 DOWNSTREAM NODE ELEVATION(FEET) = 239.20 CHANNEL LENGTH THRU SUBAREA(FEET) = 235.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 1.00 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.078 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.24 0.40 0.100 32 PUBLIC PARK A 0.54 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.619 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.23 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.14 AVERAGE FLOW DEPTH(FEET) = 0.27 FLOOD WIDTH(FEET) = 18.91 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 3.42 Tc(MIN.) = 11.06 SUBAREA AREA(ACRES) = 0.78 SUBAREA RUNOFF(CFS) = 1.99 EFFECTIVE AREA(ACRES) = 1.16 AREA-AVERAGED Fm(INCH/HR) = 0.22 Page 4 PCEX25 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.54 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 2.99 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.30 FLOOD WIDTH(FEET) = 21.51 FLOW VELOCITY(FEET/SEC.) = 1.21 DEPTH*VELOCITY(FT*FT/SEC) = 0.36 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 435.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 239.20 DOWNSTREAM ELEVATION(FEET) = 238.20 STREET LENGTH(FEET) = 205.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.60 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.40 HALFSTREET FLOOD WIDTH(FEET) = 13.50 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.86 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.74 STREET FLOW TRAVEL TIME(MIN.) = 1.84 Tc(MIN.) = 12.90 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.821 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.49 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.49 SUBAREA RUNOFF(CFS) = 1.23 EFFECTIVE AREA(ACRES) = 1.65 AREA-AVERAGED Fm(INCH/HR) = 0.16 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.41 TOTAL AREA(ACRES) = 1.7 PEAK FLOW RATE(CFS) = 3.95 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET) = 13.97 FLOW VELOCITY(FEET/SEC.) = 1.91 DEPTH*VELOCITY(FT*FT/SEC.) = 0.77 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 23.00 = 640.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 10 Page 5 PCEX25 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 2 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 31.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 290.00 ELEVATION DATA: UPSTREAM(FEET) = 240.90 DOWNSTREAM(FEET) = 239.60 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.660 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.535 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.10 0.40 0.100 32 8.66 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 3.46 TOTAL AREA(ACRES) = 1.10 PEAK FLOW RATE(CFS) = 3.46 **************************************************************************** FLOW PROCESS FROM NODE 31.00 TO NODE 23.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 239.60 DOWNSTREAM ELEVATION(FEET) = 238.20 STREET LENGTH(FEET) = 465.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.79 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.46 HALFSTREET FLOOD WIDTH(FEET) = 16.67 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.65 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.76 STREET FLOW TRAVEL TIME(MIN.) = 4.69 Tc(MIN.) = 13.35 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.767 SUBAREA LOSS RATE DATA(AMC II): Page 6 PCEX25 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.08 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.08 SUBAREA RUNOFF(CFS) = 2.65 EFFECTIVE AREA(ACRES) = 2.18 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.2 PEAK FLOW RATE(CFS) = 5.35 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.47 HALFSTREET FLOOD WIDTH(FEET) = 17.37 FLOW VELOCITY(FEET/SEC.) = 1.71 DEPTH*VELOCITY(FT*FT/SEC.) = 0.81 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 23.00 = 755.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 2 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 5.35 13.35 2.767 0.40( 0.04) 0.10 2.2 30.00 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 23.00 = 755.00 FEET. ** MEMORY BANK # 2 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 3.95 12.90 2.821 0.40( 0.16) 0.41 1.7 20.00 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 23.00 = 640.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 9.22 12.90 2.821 0.40( 0.09) 0.24 3.8 20.00 2 9.22 13.35 2.767 0.40( 0.09) 0.23 3.8 30.00 TOTAL AREA(ACRES) = 3.8 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 9.22 Tc(MIN.) = 12.901 EFFECTIVE AREA(ACRES) = 3.76 AREA-AVERAGED Fm(INCH/HR) = 0.09 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.23 TOTAL AREA(ACRES) = 3.8 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 23.00 = 755.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 2 <<<<< ============================================================================ Page 7 PCEX25 **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 13.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 238.20 DOWNSTREAM NODE ELEVATION(FEET) = 238.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 75.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.75 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.732 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.08 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 9.32 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.67 AVERAGE FLOW DEPTH(FEET) = 0.41 FLOOD WIDTH(FEET) = 32.94 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 0.75 Tc(MIN.) = 13.65 SUBAREA AREA(ACRES) = 0.08 SUBAREA RUNOFF(CFS) = 0.19 EFFECTIVE AREA(ACRES) = 3.84 AREA-AVERAGED Fm(INCH/HR) = 0.09 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.23 TOTAL AREA(ACRES) = 3.9 PEAK FLOW RATE(CFS) = 9.22 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.41 FLOOD WIDTH(FEET) = 32.81 FLOW VELOCITY(FEET/SEC.) = 1.66 DEPTH*VELOCITY(FT*FT/SEC) = 0.68 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 13.00 = 830.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 9.22 13.65 2.732 0.40( 0.09) 0.23 3.8 20.00 2 9.22 14.10 2.683 0.40( 0.09) 0.23 3.9 30.00 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 13.00 = 830.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 5.84 12.47 2.875 0.40( 0.13) 0.34 2.4 10.00 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 13.00 = 825.00 FEET. Page 8 PCEX25 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 14.73 12.47 2.875 0.40( 0.11) 0.28 5.9 10.00 2 14.76 13.65 2.732 0.40( 0.11) 0.27 6.2 20.00 3 14.65 14.10 2.683 0.40( 0.11) 0.27 6.3 30.00 TOTAL AREA(ACRES) = 6.3 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 14.76 Tc(MIN.) = 13.651 EFFECTIVE AREA(ACRES) = 6.21 AREA-AVERAGED Fm(INCH/HR) = 0.11 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.28 TOTAL AREA(ACRES) = 6.3 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 13.00 = 830.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 238.00 DOWNSTREAM ELEVATION(FEET) = 237.00 STREET LENGTH(FEET) = 320.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 15.90 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.65 HALFSTREET FLOOD WIDTH(FEET) = 33.40 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.14 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.38 STREET FLOW TRAVEL TIME(MIN.) = 2.50 Tc(MIN.) = 16.15 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.484 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.04 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 Page 9 PCEX25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.04 SUBAREA RUNOFF(CFS) = 2.29 EFFECTIVE AREA(ACRES) = 7.25 AREA-AVERAGED Fm(INCH/HR) = 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.25 TOTAL AREA(ACRES) = 7.3 PEAK FLOW RATE(CFS) = 15.56 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.64 HALFSTREET FLOOD WIDTH(FEET) = 32.93 FLOW VELOCITY(FEET/SEC.) = 2.13 DEPTH*VELOCITY(FT*FT/SEC.) = 1.37 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 14.00 = 1150.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 41.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 290.00 ELEVATION DATA: UPSTREAM(FEET) = 241.70 DOWNSTREAM(FEET) = 240.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.127 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.431 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.68 0.40 0.100 32 9.13 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.08 TOTAL AREA(ACRES) = 0.68 PEAK FLOW RATE(CFS) = 2.08 **************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 42.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.70 DOWNSTREAM ELEVATION(FEET) = 239.50 STREET LENGTH(FEET) = 260.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 Page 10 PCEX25 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.41 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 11.55 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.66 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.59 STREET FLOW TRAVEL TIME(MIN.) = 2.61 Tc(MIN.) = 11.74 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.975 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.25 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.25 SUBAREA RUNOFF(CFS) = 0.66 EFFECTIVE AREA(ACRES) = 0.93 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.9 PEAK FLOW RATE(CFS) = 2.46 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 11.65 FLOW VELOCITY(FEET/SEC.) = 1.66 DEPTH*VELOCITY(FT*FT/SEC.) = 0.60 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 550.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 42.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 43.00 TO NODE 44.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 330.00 ELEVATION DATA: UPSTREAM(FEET) = 241.50 DOWNSTREAM(FEET) = 240.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.358 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.383 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.73 0.40 0.100 32 9.36 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 5.21 Page 11 PCEX25 TOTAL AREA(ACRES) = 1.73 PEAK FLOW RATE(CFS) = 5.21 **************************************************************************** FLOW PROCESS FROM NODE 44.00 TO NODE 42.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 240.20 DOWNSTREAM NODE ELEVATION(FEET) = 239.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 155.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.75 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.135 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.17 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 6.84 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.92 AVERAGE FLOW DEPTH(FEET) = 0.34 FLOOD WIDTH(FEET) = 26.06 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.35 Tc(MIN.) = 10.70 SUBAREA AREA(ACRES) = 1.17 SUBAREA RUNOFF(CFS) = 3.26 EFFECTIVE AREA(ACRES) = 2.90 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.9 PEAK FLOW RATE(CFS) = 8.08 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.36 FLOOD WIDTH(FEET) = 27.94 FLOW VELOCITY(FEET/SEC.) = 1.99 DEPTH*VELOCITY(FT*FT/SEC) = 0.71 LONGEST FLOWPATH FROM NODE 43.00 TO NODE 42.00 = 485.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 42.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 8.08 10.70 3.135 0.40( 0.04) 0.10 2.9 43.00 LONGEST FLOWPATH FROM NODE 43.00 TO NODE 42.00 = 485.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 2.46 11.74 2.975 0.40( 0.04) 0.10 0.9 40.00 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 550.00 FEET. Page 12 PCEX25 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 10.44 10.70 3.135 0.40( 0.04) 0.10 3.7 43.00 2 10.12 11.74 2.975 0.40( 0.04) 0.10 3.8 40.00 TOTAL AREA(ACRES) = 3.8 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 10.44 Tc(MIN.) = 10.704 EFFECTIVE AREA(ACRES) = 3.75 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.8 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 550.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 42.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 45.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 239.50 DOWNSTREAM NODE ELEVATION(FEET) = 239.20 CHANNEL LENGTH THRU SUBAREA(FEET) = 50.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.078 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.28 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 10.82 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.36 AVERAGE FLOW DEPTH(FEET) = 0.38 FLOOD WIDTH(FEET) = 29.74 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 0.35 Tc(MIN.) = 11.06 SUBAREA AREA(ACRES) = 0.28 SUBAREA RUNOFF(CFS) = 0.77 EFFECTIVE AREA(ACRES) = 4.03 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.1 PEAK FLOW RATE(CFS) = 11.01 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.38 FLOOD WIDTH(FEET) = 29.89 FLOW VELOCITY(FEET/SEC.) = 2.38 DEPTH*VELOCITY(FT*FT/SEC) = 0.90 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 45.00 = 600.00 FEET. Page 13 PCEX25 **************************************************************************** FLOW PROCESS FROM NODE 45.00 TO NODE 46.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 239.20 DOWNSTREAM NODE ELEVATION(FEET) = 238.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 330.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.714 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.70 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 11.85 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.99 AVERAGE FLOW DEPTH(FEET) = 0.42 FLOOD WIDTH(FEET) = 34.00 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 2.76 Tc(MIN.) = 13.82 SUBAREA AREA(ACRES) = 0.70 SUBAREA RUNOFF(CFS) = 1.68 EFFECTIVE AREA(ACRES) = 4.73 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.8 PEAK FLOW RATE(CFS) = 11.38 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.42 FLOOD WIDTH(FEET) = 33.54 FLOW VELOCITY(FEET/SEC.) = 1.96 DEPTH*VELOCITY(FT*FT/SEC) = 0.82 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 46.00 = 930.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 46.00 TO NODE 47.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 238.00 DOWNSTREAM NODE ELEVATION(FEET) = 237.60 CHANNEL LENGTH THRU SUBAREA(FEET) = 170.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.544 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.10 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 12.62 Page 14 PCEX25 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.70 AVERAGE FLOW DEPTH(FEET) = 0.46 FLOOD WIDTH(FEET) = 38.12 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.67 Tc(MIN.) = 15.48 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 2.48 EFFECTIVE AREA(ACRES) = 5.83 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 5.9 PEAK FLOW RATE(CFS) = 13.13 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.47 FLOOD WIDTH(FEET) = 38.72 FLOW VELOCITY(FEET/SEC.) = 1.71 DEPTH*VELOCITY(FT*FT/SEC) = 0.80 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 47.00 = 1100.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 47.00 TO NODE 47.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 15.48 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.544 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.33 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.33 SUBAREA RUNOFF(CFS) = 0.74 EFFECTIVE AREA(ACRES) = 6.16 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 6.2 PEAK FLOW RATE(CFS) = 13.88 **************************************************************************** FLOW PROCESS FROM NODE 47.00 TO NODE 14.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 237.60 DOWNSTREAM NODE ELEVATION(FEET) = 237.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 220.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 1.00 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.378 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.50 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 14.40 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.86 AVERAGE FLOW DEPTH(FEET) = 0.47 FLOOD WIDTH(FEET) = 38.90 Page 15 PCEX25 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.97 Tc(MIN.) = 17.45 SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 1.05 EFFECTIVE AREA(ACRES) = 6.66 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 6.7 PEAK FLOW RATE(CFS) = 14.01 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.47 FLOOD WIDTH(FEET) = 38.55 FLOW VELOCITY(FEET/SEC.) = 1.84 DEPTH*VELOCITY(FT*FT/SEC) = 0.86 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 14.00 = 1320.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 14.01 17.45 2.378 0.40( 0.04) 0.10 6.7 43.00 2 13.69 18.55 2.297 0.40( 0.04) 0.10 6.7 40.00 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 14.00 = 1320.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 15.52 14.97 2.593 0.40( 0.10) 0.25 6.9 10.00 2 15.56 16.15 2.484 0.40( 0.10) 0.25 7.2 20.00 3 15.47 16.59 2.447 0.40( 0.10) 0.25 7.3 30.00 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 14.00 = 1150.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 28.65 14.97 2.593 0.40( 0.07) 0.18 12.6 10.00 2 29.11 16.15 2.484 0.40( 0.07) 0.18 13.4 20.00 3 29.18 16.59 2.447 0.40( 0.07) 0.18 13.6 30.00 4 29.02 17.45 2.378 0.40( 0.07) 0.18 14.0 43.00 5 28.17 18.55 2.297 0.40( 0.07) 0.18 14.1 40.00 TOTAL AREA(ACRES) = 14.1 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 29.18 Tc(MIN.) = 16.586 EFFECTIVE AREA(ACRES) = 13.65 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.18 TOTAL AREA(ACRES) = 14.1 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 14.00 = 1320.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<< Page 16 PCEX25 ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 237.00 DOWNSTREAM(FEET) = 235.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 145.00 CHANNEL SLOPE = 0.0131 CHANNEL FLOW THRU SUBAREA(CFS) = 29.18 FLOW VELOCITY(FEET/SEC) = 3.80 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.64 Tc(MIN.) = 17.22 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 15.00 = 1465.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 17.22 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.395 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.16 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.16 SUBAREA RUNOFF(CFS) = 0.30 EFFECTIVE AREA(ACRES) = 13.81 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 14.2 PEAK FLOW RATE(CFS) = 29.18 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 17.22 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.395 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.25 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.25 SUBAREA RUNOFF(CFS) = 2.65 EFFECTIVE AREA(ACRES) = 15.06 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.18 TOTAL AREA(ACRES) = 15.5 PEAK FLOW RATE(CFS) = 31.49 **************************************************************************** Page 17 PCEX25 FLOW PROCESS FROM NODE 15.00 TO NODE 16.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 235.10 DOWNSTREAM(FEET) = 234.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 205.00 CHANNEL SLOPE = 0.0049 CHANNEL FLOW THRU SUBAREA(CFS) = 31.49 FLOW VELOCITY(FEET/SEC) = 2.37 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.44 Tc(MIN.) = 18.66 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 16.00 = 1670.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 18.66 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.289 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.30 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.53 EFFECTIVE AREA(ACRES) = 15.36 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 15.8 PEAK FLOW RATE(CFS) = 31.49 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 51.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 245.00 ELEVATION DATA: UPSTREAM(FEET) = 241.50 DOWNSTREAM(FEET) = 240.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.248 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.634 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.84 0.40 0.100 32 8.25 Page 18 PCEX25 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.72 TOTAL AREA(ACRES) = 0.84 PEAK FLOW RATE(CFS) = 2.72 **************************************************************************** FLOW PROCESS FROM NODE 51.00 TO NODE 52.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 238.00 DOWNSTREAM(FEET) = 237.50 FLOW LENGTH(FEET) = 125.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 3.46 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 2.72 PIPE TRAVEL TIME(MIN.) = 0.60 Tc(MIN.) = 8.85 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 52.00 = 370.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 52.00 TO NODE 52.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 8.85 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.491 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.28 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.28 SUBAREA RUNOFF(CFS) = 3.98 EFFECTIVE AREA(ACRES) = 2.12 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.1 PEAK FLOW RATE(CFS) = 6.59 **************************************************************************** FLOW PROCESS FROM NODE 52.00 TO NODE 53.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 237.50 DOWNSTREAM(FEET) = 236.50 FLOW LENGTH(FEET) = 330.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 8.38 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 6.59 PIPE TRAVEL TIME(MIN.) = 0.66 Tc(MIN.) = 9.51 Page 19 PCEX25 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 53.00 = 700.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 53.00 TO NODE 53.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 9.51 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.353 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.63 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.63 SUBAREA RUNOFF(CFS) = 4.86 EFFECTIVE AREA(ACRES) = 3.75 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.8 PEAK FLOW RATE(CFS) = 11.18 **************************************************************************** FLOW PROCESS FROM NODE 53.00 TO NODE 54.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 236.50 DOWNSTREAM(FEET) = 236.30 FLOW LENGTH(FEET) = 30.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 14.24 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 11.18 PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 9.54 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 54.00 = 730.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 54.00 TO NODE 54.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 9.54 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.346 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.49 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.49 SUBAREA RUNOFF(CFS) = 1.46 EFFECTIVE AREA(ACRES) = 4.24 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.2 PEAK FLOW RATE(CFS) = 12.62 Page 20 PCEX25 **************************************************************************** FLOW PROCESS FROM NODE 54.00 TO NODE 55.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 236.30 DOWNSTREAM(FEET) = 235.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 160.00 CHANNEL SLOPE = 0.0050 CHANNEL FLOW THRU SUBAREA(CFS) = 12.62 FLOW VELOCITY(FEET/SEC) = 1.88 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.42 Tc(MIN.) = 10.96 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 55.00 = 890.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 55.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 10.96 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.093 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.31 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.31 SUBAREA RUNOFF(CFS) = 0.85 EFFECTIVE AREA(ACRES) = 4.55 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.5 PEAK FLOW RATE(CFS) = 12.62 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 55.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 10.96 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.093 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.19 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.19 SUBAREA RUNOFF(CFS) = 0.47 EFFECTIVE AREA(ACRES) = 4.74 AREA-AVERAGED Fm(INCH/HR) = 0.05 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.13 TOTAL AREA(ACRES) = 4.7 PEAK FLOW RATE(CFS) = 12.97 **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 16.00 IS CODE = 52 Page 21 PCEX25 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 235.50 DOWNSTREAM(FEET) = 234.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 255.00 CHANNEL SLOPE = 0.0055 CHANNEL FLOW THRU SUBAREA(CFS) = 12.97 FLOW VELOCITY(FEET/SEC) = 1.98 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 2.15 Tc(MIN.) = 13.11 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 16.00 = 1145.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 13.11 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.795 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.29 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.29 SUBAREA RUNOFF(CFS) = 0.64 EFFECTIVE AREA(ACRES) = 5.03 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.17 TOTAL AREA(ACRES) = 5.0 PEAK FLOW RATE(CFS) = 12.97 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 12.97 13.11 2.795 0.40( 0.07) 0.17 5.0 50.00 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 16.00 = 1145.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 31.08 17.05 2.409 0.40( 0.08) 0.20 14.3 10.00 2 31.45 18.22 2.320 0.40( 0.08) 0.19 15.1 20.00 3 31.49 18.66 2.289 0.40( 0.08) 0.19 15.4 30.00 4 31.28 19.53 2.231 0.40( 0.08) 0.19 15.7 43.00 5 30.38 20.65 2.162 0.40( 0.08) 0.19 15.8 40.00 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 16.00 = 1670.00 FEET. ** PEAK FLOW RATE TABLE ** Page 22 PCEX25 STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 40.83 13.11 2.795 0.40( 0.08) 0.19 16.1 50.00 2 42.21 17.05 2.409 0.40( 0.08) 0.19 19.4 10.00 3 42.16 18.22 2.320 0.40( 0.08) 0.19 20.1 20.00 4 42.06 18.66 2.289 0.40( 0.07) 0.19 20.4 30.00 5 41.57 19.53 2.231 0.40( 0.07) 0.19 20.7 43.00 6 40.34 20.65 2.162 0.40( 0.07) 0.19 20.8 40.00 TOTAL AREA(ACRES) = 20.8 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 42.21 Tc(MIN.) = 17.053 EFFECTIVE AREA(ACRES) = 19.37 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 20.8 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 16.00 = 1670.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 17.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 234.10 DOWNSTREAM(FEET) = 233.20 FLOW LENGTH(FEET) = 55.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.8 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 9.64 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 2 PIPE-FLOW(CFS) = 42.21 PIPE TRAVEL TIME(MIN.) = 0.10 Tc(MIN.) = 17.15 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 17.00 = 1725.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 17.00 TO NODE 17.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 17.15 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.401 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.53 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.53 SUBAREA RUNOFF(CFS) = 0.98 EFFECTIVE AREA(ACRES) = 19.90 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.21 TOTAL AREA(ACRES) = 21.3 PEAK FLOW RATE(CFS) = 42.21 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 81.00 IS CODE = 21 Page 23 PCEX25 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 320.00 ELEVATION DATA: UPSTREAM(FEET) = 243.30 DOWNSTREAM(FEET) = 240.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.672 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.786 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) PUBLIC PARK A 0.54 0.40 0.850 32 12.19 COMMERCIAL A 0.12 0.40 0.100 32 7.67 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.714 SUBAREA RUNOFF(CFS) = 2.08 TOTAL AREA(ACRES) = 0.66 PEAK FLOW RATE(CFS) = 2.08 **************************************************************************** FLOW PROCESS FROM NODE 81.00 TO NODE 82.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.10 DOWNSTREAM ELEVATION(FEET) = 238.80 STREET LENGTH(FEET) = 150.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 28.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.41 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.33 HALFSTREET FLOOD WIDTH(FEET) = 10.15 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.09 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.69 STREET FLOW TRAVEL TIME(MIN.) = 1.19 Tc(MIN.) = 8.87 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.488 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.11 0.40 0.850 32 COMMERCIAL A 0.11 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 Page 24 PCEX25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.475 SUBAREA AREA(ACRES) = 0.22 SUBAREA RUNOFF(CFS) = 0.65 EFFECTIVE AREA(ACRES) = 0.88 AREA-AVERAGED Fm(INCH/HR) = 0.26 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.65 TOTAL AREA(ACRES) = 0.9 PEAK FLOW RATE(CFS) = 2.56 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.33 HALFSTREET FLOOD WIDTH(FEET) = 10.40 FLOW VELOCITY(FEET/SEC.) = 2.13 DEPTH*VELOCITY(FT*FT/SEC.) = 0.71 LONGEST FLOWPATH FROM NODE 80.00 TO NODE 82.00 = 470.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 82.00 TO NODE 83.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 238.80 DOWNSTREAM ELEVATION(FEET) = 238.50 STREET LENGTH(FEET) = 90.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 84.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 30.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.77 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET) = 12.74 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.53 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.63 STREET FLOW TRAVEL TIME(MIN.) = 0.98 Tc(MIN.) = 9.85 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.287 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.16 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.16 SUBAREA RUNOFF(CFS) = 0.42 EFFECTIVE AREA(ACRES) = 1.04 AREA-AVERAGED Fm(INCH/HR) = 0.27 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.68 TOTAL AREA(ACRES) = 1.0 PEAK FLOW RATE(CFS) = 2.82 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.42 HALFSTREET FLOOD WIDTH(FEET) = 12.84 FLOW VELOCITY(FEET/SEC.) = 1.53 DEPTH*VELOCITY(FT*FT/SEC.) = 0.64 LONGEST FLOWPATH FROM NODE 80.00 TO NODE 83.00 = 560.00 FEET. Page 25 PCEX25 **************************************************************************** FLOW PROCESS FROM NODE 90.00 TO NODE 91.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 280.00 ELEVATION DATA: UPSTREAM(FEET) = 241.90 DOWNSTREAM(FEET) = 240.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.937 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.472 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.64 0.40 0.100 32 8.94 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.98 TOTAL AREA(ACRES) = 0.64 PEAK FLOW RATE(CFS) = 1.98 **************************************************************************** FLOW PROCESS FROM NODE 91.00 TO NODE 92.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.90 DOWNSTREAM ELEVATION(FEET) = 239.50 STREET LENGTH(FEET) = 270.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 25.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.67 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 11.79 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.77 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.64 STREET FLOW TRAVEL TIME(MIN.) = 2.54 Tc(MIN.) = 11.47 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.014 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.52 0.40 0.100 32 Page 26 PCEX25 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.52 SUBAREA RUNOFF(CFS) = 1.39 EFFECTIVE AREA(ACRES) = 1.16 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 3.11 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.38 HALFSTREET FLOOD WIDTH(FEET) = 12.57 FLOW VELOCITY(FEET/SEC.) = 1.83 DEPTH*VELOCITY(FT*FT/SEC.) = 0.69 LONGEST FLOWPATH FROM NODE 90.00 TO NODE 92.00 = 550.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 92.00 TO NODE 92.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 295.00 ELEVATION DATA: UPSTREAM(FEET) = 241.90 DOWNSTREAM(FEET) = 240.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.221 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.411 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.79 0.40 0.100 32 9.22 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.40 TOTAL AREA(ACRES) = 0.79 PEAK FLOW RATE(CFS) = 2.40 **************************************************************************** FLOW PROCESS FROM NODE 101.00 TO NODE 92.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 9.22 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.411 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.44 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.44 SUBAREA RUNOFF(CFS) = 1.34 Page 27 PCEX25 EFFECTIVE AREA(ACRES) = 1.23 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 3.73 **************************************************************************** FLOW PROCESS FROM NODE 92.00 TO NODE 92.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 3.73 9.22 3.411 0.40( 0.04) 0.10 1.2 100.00 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 92.00 = 295.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 3.11 11.47 3.014 0.40( 0.04) 0.10 1.2 90.00 LONGEST FLOWPATH FROM NODE 90.00 TO NODE 92.00 = 550.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 6.56 9.22 3.411 0.40( 0.04) 0.10 2.2 100.00 2 6.40 11.47 3.014 0.40( 0.04) 0.10 2.4 90.00 TOTAL AREA(ACRES) = 2.4 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 6.56 Tc(MIN.) = 9.221 EFFECTIVE AREA(ACRES) = 2.16 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.4 LONGEST FLOWPATH FROM NODE 90.00 TO NODE 92.00 = 550.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 92.00 TO NODE 93.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 239.50 DOWNSTREAM ELEVATION(FEET) = 239.10 STREET LENGTH(FEET) = 100.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 25.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Page 28 PCEX25 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 6.71 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.49 HALFSTREET FLOOD WIDTH(FEET) = 17.94 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.01 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.97 STREET FLOW TRAVEL TIME(MIN.) = 0.83 Tc(MIN.) = 10.05 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.249 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.10 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.10 SUBAREA RUNOFF(CFS) = 0.29 EFFECTIVE AREA(ACRES) = 2.26 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.5 PEAK FLOW RATE(CFS) = 6.56 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.48 HALFSTREET FLOOD WIDTH(FEET) = 17.84 FLOW VELOCITY(FEET/SEC.) = 1.99 DEPTH*VELOCITY(FT*FT/SEC.) = 0.96 LONGEST FLOWPATH FROM NODE 90.00 TO NODE 93.00 = 650.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 94.00 TO NODE 95.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 190.00 ELEVATION DATA: UPSTREAM(FEET) = 242.10 DOWNSTREAM(FEET) = 240.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.165 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.285 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.39 0.40 0.100 32 6.16 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.49 TOTAL AREA(ACRES) = 0.39 PEAK FLOW RATE(CFS) = 1.49 **************************************************************************** FLOW PROCESS FROM NODE 96.00 TO NODE 97.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< Page 29 PCEX25 ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 200.00 ELEVATION DATA: UPSTREAM(FEET) = 241.30 DOWNSTREAM(FEET) = 240.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.165 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.935 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.52 0.40 0.100 32 7.16 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.82 TOTAL AREA(ACRES) = 0.52 PEAK FLOW RATE(CFS) = 1.82 **************************************************************************** FLOW PROCESS FROM NODE 98.00 TO NODE 99.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 160.00 ELEVATION DATA: UPSTREAM(FEET) = 241.40 DOWNSTREAM(FEET) = 240.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.860 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.033 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.06 0.40 0.100 32 6.86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 3.81 TOTAL AREA(ACRES) = 1.06 PEAK FLOW RATE(CFS) = 3.81 **************************************************************************** FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 150.00 ELEVATION DATA: UPSTREAM(FEET) = 242.40 DOWNSTREAM(FEET) = 241.30 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.029 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.339 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.27 0.40 0.100 32 6.03 Page 30 PCEX25 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.04 TOTAL AREA(ACRES) = 0.27 PEAK FLOW RATE(CFS) = 1.04 ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.3 TC(MIN.) = 6.03 EFFECTIVE AREA(ACRES) = 0.27 AREA-AVERAGED Fm(INCH/HR)= 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 1.04 ============================================================================ ============================================================================ END OF RATIONAL METHOD ANALYSIS Page 31 HYDROLOGY REPORT August 2017 Pacific Center City of Anaheim, CA APPENDIX 2.2 100-Year Hydrology Study, Existing Condition PCEX100 ____________________________________________________________________________ **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2014 Advanced Engineering Software (aes) Ver. 21.0 Release Date: 06/01/2014 License ID 1355 Analysis prepared by: Fuscoe Engineering 16795 Von Karman Ave Suite 100 Irvine CA, 92606 ************************** DESCRIPTION OF STUDY ************************** * PACIFIC CENTER - ANAHEIM * * EXISTING HYDROLOGY * * 100 YEAR EVENT * ************************************************************************** FILE NAME: PCEX100.DAT TIME/DATE OF STUDY: 13:42 08/01/2017 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) === ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)*(Velocity) Constraint = 6.0 (FT*FT/S) *PIPE MAY BE SIZED TO HAVE A FLOW CAPACITY LESS THAN UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< Page 1 PCEX100 ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 355.00 ELEVATION DATA: UPSTREAM(FEET) = 243.40 DOWNSTREAM(FEET) = 239.40 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.809 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.792 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.87 0.40 0.100 52 7.81 PUBLIC PARK A 0.22 0.40 0.850 52 12.41 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.251 SUBAREA RUNOFF(CFS) = 4.60 TOTAL AREA(ACRES) = 1.09 PEAK FLOW RATE(CFS) = 4.60 **************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 12.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 239.40 DOWNSTREAM ELEVATION(FEET) = 238.50 STREET LENGTH(FEET) = 280.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 6.10 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.49 HALFSTREET FLOOD WIDTH(FEET) = 18.08 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.80 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.88 STREET FLOW TRAVEL TIME(MIN.) = 2.59 Tc(MIN.) = 10.40 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.067 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.54 0.40 0.100 52 PUBLIC PARK A 0.31 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.374 SUBAREA AREA(ACRES) = 0.85 SUBAREA RUNOFF(CFS) = 3.00 EFFECTIVE AREA(ACRES) = 1.94 AREA-AVERAGED Fm(INCH/HR) = 0.12 Page 2 PCEX100 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.30 TOTAL AREA(ACRES) = 1.9 PEAK FLOW RATE(CFS) = 6.89 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.51 HALFSTREET FLOOD WIDTH(FEET) = 19.22 FLOW VELOCITY(FEET/SEC.) = 1.86 DEPTH*VELOCITY(FT*FT/SEC.) = 0.94 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 12.00 = 635.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 238.50 DOWNSTREAM ELEVATION(FEET) = 238.00 STREET LENGTH(FEET) = 190.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 7.57 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.53 HALFSTREET FLOOD WIDTH(FEET) = 22.15 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.75 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.94 STREET FLOW TRAVEL TIME(MIN.) = 1.81 Tc(MIN.) = 12.21 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.710 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.21 0.40 0.100 52 PUBLIC PARK A 0.22 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.484 SUBAREA AREA(ACRES) = 0.43 SUBAREA RUNOFF(CFS) = 1.36 EFFECTIVE AREA(ACRES) = 2.37 AREA-AVERAGED Fm(INCH/HR) = 0.13 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.34 TOTAL AREA(ACRES) = 2.4 PEAK FLOW RATE(CFS) = 7.63 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.54 HALFSTREET FLOOD WIDTH(FEET) = 22.27 FLOW VELOCITY(FEET/SEC.) = 1.76 DEPTH*VELOCITY(FT*FT/SEC.) = 0.94 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 13.00 = 825.00 FEET. **************************************************************************** Page 3 PCEX100 FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 200.00 ELEVATION DATA: UPSTREAM(FEET) = 240.50 DOWNSTREAM(FEET) = 239.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.636 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.854 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.24 0.40 0.100 52 7.64 PUBLIC PARK A 0.14 0.40 0.850 52 12.13 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.376 SUBAREA RUNOFF(CFS) = 1.61 TOTAL AREA(ACRES) = 0.38 PEAK FLOW RATE(CFS) = 1.61 **************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 239.70 DOWNSTREAM NODE ELEVATION(FEET) = 239.20 CHANNEL LENGTH THRU SUBAREA(FEET) = 235.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 1.00 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.963 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.24 0.40 0.100 52 PUBLIC PARK A 0.54 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.619 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.90 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.21 AVERAGE FLOW DEPTH(FEET) = 0.29 FLOOD WIDTH(FEET) = 21.17 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 3.25 Tc(MIN.) = 10.88 SUBAREA AREA(ACRES) = 0.78 SUBAREA RUNOFF(CFS) = 2.61 EFFECTIVE AREA(ACRES) = 1.16 AREA-AVERAGED Fm(INCH/HR) = 0.22 Page 4 PCEX100 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.54 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 3.91 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.32 FLOOD WIDTH(FEET) = 24.12 FLOW VELOCITY(FEET/SEC.) = 1.27 DEPTH*VELOCITY(FT*FT/SEC) = 0.41 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 435.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 239.20 DOWNSTREAM ELEVATION(FEET) = 238.20 STREET LENGTH(FEET) = 205.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.71 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.43 HALFSTREET FLOOD WIDTH(FEET) = 15.03 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.98 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.85 STREET FLOW TRAVEL TIME(MIN.) = 1.73 Tc(MIN.) = 12.61 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.642 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.49 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.49 SUBAREA RUNOFF(CFS) = 1.59 EFFECTIVE AREA(ACRES) = 1.65 AREA-AVERAGED Fm(INCH/HR) = 0.16 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.41 TOTAL AREA(ACRES) = 1.7 PEAK FLOW RATE(CFS) = 5.17 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.44 HALFSTREET FLOOD WIDTH(FEET) = 15.62 FLOW VELOCITY(FEET/SEC.) = 2.02 DEPTH*VELOCITY(FT*FT/SEC.) = 0.89 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 23.00 = 640.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 10 Page 5 PCEX100 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 2 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 31.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 290.00 ELEVATION DATA: UPSTREAM(FEET) = 240.90 DOWNSTREAM(FEET) = 239.60 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.660 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.517 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.10 0.40 0.100 52 8.66 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 4.43 TOTAL AREA(ACRES) = 1.10 PEAK FLOW RATE(CFS) = 4.43 **************************************************************************** FLOW PROCESS FROM NODE 31.00 TO NODE 23.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 239.60 DOWNSTREAM ELEVATION(FEET) = 238.20 STREET LENGTH(FEET) = 465.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 6.15 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.49 HALFSTREET FLOOD WIDTH(FEET) = 18.37 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.76 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.87 STREET FLOW TRAVEL TIME(MIN.) = 4.40 Tc(MIN.) = 13.06 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.569 SUBAREA LOSS RATE DATA(AMC III): Page 6 PCEX100 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.08 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.08 SUBAREA RUNOFF(CFS) = 3.43 EFFECTIVE AREA(ACRES) = 2.18 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.2 PEAK FLOW RATE(CFS) = 6.92 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.51 HALFSTREET FLOOD WIDTH(FEET) = 19.81 FLOW VELOCITY(FEET/SEC.) = 1.81 DEPTH*VELOCITY(FT*FT/SEC.) = 0.93 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 23.00 = 755.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 2 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 6.92 13.06 3.569 0.40( 0.04) 0.10 2.2 30.00 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 23.00 = 755.00 FEET. ** MEMORY BANK # 2 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 5.17 12.61 3.642 0.40( 0.16) 0.41 1.7 20.00 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 23.00 = 640.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 11.99 12.61 3.642 0.40( 0.09) 0.24 3.8 20.00 2 11.98 13.06 3.569 0.40( 0.09) 0.23 3.8 30.00 TOTAL AREA(ACRES) = 3.8 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 11.99 Tc(MIN.) = 12.607 EFFECTIVE AREA(ACRES) = 3.75 AREA-AVERAGED Fm(INCH/HR) = 0.09 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.23 TOTAL AREA(ACRES) = 3.8 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 23.00 = 755.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 2 <<<<< ============================================================================ Page 7 PCEX100 **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 13.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 238.20 DOWNSTREAM NODE ELEVATION(FEET) = 238.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 75.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.75 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.530 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.08 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 12.11 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.77 AVERAGE FLOW DEPTH(FEET) = 0.45 FLOOD WIDTH(FEET) = 36.56 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 0.71 Tc(MIN.) = 13.31 SUBAREA AREA(ACRES) = 0.08 SUBAREA RUNOFF(CFS) = 0.25 EFFECTIVE AREA(ACRES) = 3.83 AREA-AVERAGED Fm(INCH/HR) = 0.09 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.23 TOTAL AREA(ACRES) = 3.9 PEAK FLOW RATE(CFS) = 11.99 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.44 FLOOD WIDTH(FEET) = 36.44 FLOW VELOCITY(FEET/SEC.) = 1.76 DEPTH*VELOCITY(FT*FT/SEC) = 0.78 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 13.00 = 830.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 11.99 13.31 3.530 0.40( 0.09) 0.23 3.8 20.00 2 11.98 13.77 3.463 0.40( 0.09) 0.23 3.9 30.00 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 13.00 = 830.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 7.63 12.21 3.710 0.40( 0.13) 0.34 2.4 10.00 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 13.00 = 825.00 FEET. Page 8 PCEX100 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 19.19 12.21 3.710 0.40( 0.11) 0.28 5.9 10.00 2 19.23 13.31 3.530 0.40( 0.11) 0.27 6.2 20.00 3 19.08 13.77 3.463 0.40( 0.11) 0.27 6.3 30.00 TOTAL AREA(ACRES) = 6.3 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 19.23 Tc(MIN.) = 13.314 EFFECTIVE AREA(ACRES) = 6.20 AREA-AVERAGED Fm(INCH/HR) = 0.11 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.28 TOTAL AREA(ACRES) = 6.3 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 13.00 = 830.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 238.00 DOWNSTREAM ELEVATION(FEET) = 237.00 STREET LENGTH(FEET) = 320.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 20.71 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.70 HALFSTREET FLOOD WIDTH(FEET) = 38.44 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.24 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.56 STREET FLOW TRAVEL TIME(MIN.) = 2.38 Tc(MIN.) = 15.70 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.212 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.04 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 Page 9 PCEX100 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.04 SUBAREA RUNOFF(CFS) = 2.97 EFFECTIVE AREA(ACRES) = 7.24 AREA-AVERAGED Fm(INCH/HR) = 0.10 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.25 TOTAL AREA(ACRES) = 7.3 PEAK FLOW RATE(CFS) = 20.30 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.69 HALFSTREET FLOOD WIDTH(FEET) = 38.09 FLOW VELOCITY(FEET/SEC.) = 2.23 DEPTH*VELOCITY(FT*FT/SEC.) = 1.54 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 14.00 = 1150.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 41.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 290.00 ELEVATION DATA: UPSTREAM(FEET) = 241.70 DOWNSTREAM(FEET) = 240.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.127 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.383 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.68 0.40 0.100 52 9.13 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.66 TOTAL AREA(ACRES) = 0.68 PEAK FLOW RATE(CFS) = 2.66 **************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 42.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.70 DOWNSTREAM ELEVATION(FEET) = 239.50 STREET LENGTH(FEET) = 260.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 15.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 Page 10 PCEX100 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.08 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.38 HALFSTREET FLOOD WIDTH(FEET) = 12.81 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.75 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.67 STREET FLOW TRAVEL TIME(MIN.) = 2.47 Tc(MIN.) = 11.60 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.820 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.25 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.25 SUBAREA RUNOFF(CFS) = 0.85 EFFECTIVE AREA(ACRES) = 0.93 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 0.9 PEAK FLOW RATE(CFS) = 3.16 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.39 HALFSTREET FLOOD WIDTH(FEET) = 12.97 FLOW VELOCITY(FEET/SEC.) = 1.76 DEPTH*VELOCITY(FT*FT/SEC.) = 0.68 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 550.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 42.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 43.00 TO NODE 44.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 330.00 ELEVATION DATA: UPSTREAM(FEET) = 241.50 DOWNSTREAM(FEET) = 240.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.358 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.320 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.73 0.40 0.100 52 9.36 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 6.66 Page 11 PCEX100 TOTAL AREA(ACRES) = 1.73 PEAK FLOW RATE(CFS) = 6.66 **************************************************************************** FLOW PROCESS FROM NODE 44.00 TO NODE 42.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 240.20 DOWNSTREAM NODE ELEVATION(FEET) = 239.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 155.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.75 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.016 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.17 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 8.76 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.03 AVERAGE FLOW DEPTH(FEET) = 0.37 FLOOD WIDTH(FEET) = 28.81 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.27 Tc(MIN.) = 10.63 SUBAREA AREA(ACRES) = 1.17 SUBAREA RUNOFF(CFS) = 4.19 EFFECTIVE AREA(ACRES) = 2.90 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.9 PEAK FLOW RATE(CFS) = 10.38 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.39 FLOOD WIDTH(FEET) = 30.94 FLOW VELOCITY(FEET/SEC.) = 2.10 DEPTH*VELOCITY(FT*FT/SEC) = 0.82 LONGEST FLOWPATH FROM NODE 43.00 TO NODE 42.00 = 485.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 42.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 10.38 10.63 4.016 0.40( 0.04) 0.10 2.9 43.00 LONGEST FLOWPATH FROM NODE 43.00 TO NODE 42.00 = 485.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 3.16 11.60 3.820 0.40( 0.04) 0.10 0.9 40.00 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 550.00 FEET. Page 12 PCEX100 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 13.43 10.63 4.016 0.40( 0.04) 0.10 3.8 43.00 2 13.03 11.60 3.820 0.40( 0.04) 0.10 3.8 40.00 TOTAL AREA(ACRES) = 3.8 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 13.43 Tc(MIN.) = 10.631 EFFECTIVE AREA(ACRES) = 3.75 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.8 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 550.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 42.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 45.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 239.50 DOWNSTREAM NODE ELEVATION(FEET) = 239.20 CHANNEL LENGTH THRU SUBAREA(FEET) = 50.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.946 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.28 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 13.92 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.51 AVERAGE FLOW DEPTH(FEET) = 0.41 FLOOD WIDTH(FEET) = 32.78 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 0.33 Tc(MIN.) = 10.96 SUBAREA AREA(ACRES) = 0.28 SUBAREA RUNOFF(CFS) = 0.98 EFFECTIVE AREA(ACRES) = 4.03 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.1 PEAK FLOW RATE(CFS) = 14.17 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.41 FLOOD WIDTH(FEET) = 33.09 FLOW VELOCITY(FEET/SEC.) = 2.51 DEPTH*VELOCITY(FT*FT/SEC) = 1.03 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 45.00 = 600.00 FEET. Page 13 PCEX100 **************************************************************************** FLOW PROCESS FROM NODE 45.00 TO NODE 46.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 239.20 DOWNSTREAM NODE ELEVATION(FEET) = 238.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 330.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.491 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.70 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 15.26 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.10 AVERAGE FLOW DEPTH(FEET) = 0.46 FLOOD WIDTH(FEET) = 37.66 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 2.61 Tc(MIN.) = 13.58 SUBAREA AREA(ACRES) = 0.70 SUBAREA RUNOFF(CFS) = 2.17 EFFECTIVE AREA(ACRES) = 4.73 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.8 PEAK FLOW RATE(CFS) = 14.70 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.45 FLOOD WIDTH(FEET) = 37.05 FLOW VELOCITY(FEET/SEC.) = 2.09 DEPTH*VELOCITY(FT*FT/SEC) = 0.94 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 46.00 = 930.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 46.00 TO NODE 47.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 238.00 DOWNSTREAM NODE ELEVATION(FEET) = 237.60 CHANNEL LENGTH THRU SUBAREA(FEET) = 170.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.280 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.10 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 16.30 Page 14 PCEX100 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.81 AVERAGE FLOW DEPTH(FEET) = 0.50 FLOOD WIDTH(FEET) = 42.00 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.56 Tc(MIN.) = 15.14 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 3.21 EFFECTIVE AREA(ACRES) = 5.83 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 5.9 PEAK FLOW RATE(CFS) = 17.00 ==>>ERROR:FLOW EXCEEDS CAPACITY OF CHANNEL WITH NORMAL DEPTH EQUAL TO SPECIFIED MAXIMUM ALLOWABLE DEPTH. AS AN APPROXIMATION, TRAVEL TIME CALCULATIONS ARE BASED ON FLOW DEPTH EQUAL TO THE SPECIFIED MAXIMUM ALLOWABLE DEPTH. END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.50 FLOOD WIDTH(FEET) = 42.00 FLOW VELOCITY(FEET/SEC.) = 1.89 DEPTH*VELOCITY(FT*FT/SEC) = 0.95 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 47.00 = 1100.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 47.00 TO NODE 47.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 15.14 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.280 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.33 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.33 SUBAREA RUNOFF(CFS) = 0.96 EFFECTIVE AREA(ACRES) = 6.16 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 6.2 PEAK FLOW RATE(CFS) = 17.97 **************************************************************************** FLOW PROCESS FROM NODE 47.00 TO NODE 14.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 237.60 DOWNSTREAM NODE ELEVATION(FEET) = 237.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 220.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 1.00 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.069 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN Page 15 PCEX100 COMMERCIAL A 0.50 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 18.65 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.98 AVERAGE FLOW DEPTH(FEET) = 0.51 FLOOD WIDTH(FEET) = 43.07 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.86 Tc(MIN.) = 17.00 SUBAREA AREA(ACRES) = 0.50 SUBAREA RUNOFF(CFS) = 1.36 EFFECTIVE AREA(ACRES) = 6.66 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 6.7 PEAK FLOW RATE(CFS) = 18.16 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.51 FLOOD WIDTH(FEET) = 42.72 FLOW VELOCITY(FEET/SEC.) = 1.96 DEPTH*VELOCITY(FT*FT/SEC) = 0.99 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 14.00 = 1320.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 18.16 16.99 3.069 0.40( 0.04) 0.10 6.7 43.00 2 17.76 18.02 2.968 0.40( 0.04) 0.10 6.7 40.00 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 14.00 = 1320.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 20.26 14.59 3.350 0.40( 0.10) 0.25 6.9 10.00 2 20.30 15.70 3.212 0.40( 0.10) 0.25 7.2 20.00 3 20.16 16.16 3.159 0.40( 0.10) 0.25 7.3 30.00 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 14.00 = 1150.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 37.30 14.59 3.350 0.40( 0.07) 0.18 12.6 10.00 2 37.87 15.70 3.212 0.40( 0.07) 0.18 13.4 20.00 3 37.95 16.16 3.159 0.40( 0.07) 0.18 13.7 30.00 4 37.73 16.99 3.069 0.40( 0.07) 0.18 14.0 43.00 5 36.67 18.02 2.968 0.40( 0.07) 0.18 14.1 40.00 TOTAL AREA(ACRES) = 14.1 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 37.95 Tc(MIN.) = 16.157 EFFECTIVE AREA(ACRES) = 13.65 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.18 TOTAL AREA(ACRES) = 14.1 Page 16 PCEX100 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 14.00 = 1320.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 14.00 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 237.00 DOWNSTREAM(FEET) = 235.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 145.00 CHANNEL SLOPE = 0.0131 CHANNEL FLOW THRU SUBAREA(CFS) = 37.95 FLOW VELOCITY(FEET/SEC) = 4.09 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 0.59 Tc(MIN.) = 16.75 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 15.00 = 1465.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 16.75 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.095 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.16 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.16 SUBAREA RUNOFF(CFS) = 0.40 EFFECTIVE AREA(ACRES) = 13.81 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 14.2 PEAK FLOW RATE(CFS) = 37.95 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 16.75 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.095 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.25 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 Page 17 PCEX100 SUBAREA AREA(ACRES) = 1.25 SUBAREA RUNOFF(CFS) = 3.44 EFFECTIVE AREA(ACRES) = 15.06 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.18 TOTAL AREA(ACRES) = 15.5 PEAK FLOW RATE(CFS) = 40.99 **************************************************************************** FLOW PROCESS FROM NODE 15.00 TO NODE 16.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 235.10 DOWNSTREAM(FEET) = 234.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 205.00 CHANNEL SLOPE = 0.0049 CHANNEL FLOW THRU SUBAREA(CFS) = 40.99 FLOW VELOCITY(FEET/SEC) = 2.55 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.34 Tc(MIN.) = 18.09 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 16.00 = 1670.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 18.09 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 2.962 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.30 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.71 EFFECTIVE AREA(ACRES) = 15.36 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 15.8 PEAK FLOW RATE(CFS) = 40.99 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 51.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 245.00 ELEVATION DATA: UPSTREAM(FEET) = 241.50 DOWNSTREAM(FEET) = 240.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 Page 18 PCEX100 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.248 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.644 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.84 0.40 0.100 52 8.25 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 3.48 TOTAL AREA(ACRES) = 0.84 PEAK FLOW RATE(CFS) = 3.48 **************************************************************************** FLOW PROCESS FROM NODE 51.00 TO NODE 52.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 238.00 DOWNSTREAM(FEET) = 237.50 FLOW LENGTH(FEET) = 125.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 4.43 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 3.48 PIPE TRAVEL TIME(MIN.) = 0.47 Tc(MIN.) = 8.72 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 52.00 = 370.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 52.00 TO NODE 52.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 8.72 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.499 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.28 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.28 SUBAREA RUNOFF(CFS) = 5.14 EFFECTIVE AREA(ACRES) = 2.12 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.1 PEAK FLOW RATE(CFS) = 8.51 **************************************************************************** FLOW PROCESS FROM NODE 52.00 TO NODE 53.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 237.50 DOWNSTREAM(FEET) = 236.50 FLOW LENGTH(FEET) = 330.00 MANNING'S N = 0.011 Page 19 PCEX100 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 10.83 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 8.51 PIPE TRAVEL TIME(MIN.) = 0.51 Tc(MIN.) = 9.23 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 53.00 = 700.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 53.00 TO NODE 53.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 9.23 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.356 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.63 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.63 SUBAREA RUNOFF(CFS) = 6.33 EFFECTIVE AREA(ACRES) = 3.75 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.8 PEAK FLOW RATE(CFS) = 14.57 **************************************************************************** FLOW PROCESS FROM NODE 53.00 TO NODE 54.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 236.50 DOWNSTREAM(FEET) = 236.30 FLOW LENGTH(FEET) = 30.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 18.54 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 14.57 PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 9.25 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 54.00 = 730.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 54.00 TO NODE 54.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 9.25 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.348 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.49 0.40 0.100 52 Page 20 PCEX100 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.49 SUBAREA RUNOFF(CFS) = 1.90 EFFECTIVE AREA(ACRES) = 4.24 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.2 PEAK FLOW RATE(CFS) = 16.44 **************************************************************************** FLOW PROCESS FROM NODE 54.00 TO NODE 55.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 236.30 DOWNSTREAM(FEET) = 235.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 160.00 CHANNEL SLOPE = 0.0050 CHANNEL FLOW THRU SUBAREA(CFS) = 16.44 FLOW VELOCITY(FEET/SEC) = 2.01 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.33 Tc(MIN.) = 10.58 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 55.00 = 890.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 55.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 10.58 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.027 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.31 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.31 SUBAREA RUNOFF(CFS) = 1.11 EFFECTIVE AREA(ACRES) = 4.55 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.5 PEAK FLOW RATE(CFS) = 16.44 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 55.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 10.58 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.027 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.19 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.19 SUBAREA RUNOFF(CFS) = 0.63 Page 21 PCEX100 EFFECTIVE AREA(ACRES) = 4.74 AREA-AVERAGED Fm(INCH/HR) = 0.05 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.13 TOTAL AREA(ACRES) = 4.7 PEAK FLOW RATE(CFS) = 16.96 **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 16.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 235.50 DOWNSTREAM(FEET) = 234.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 255.00 CHANNEL SLOPE = 0.0055 CHANNEL FLOW THRU SUBAREA(CFS) = 16.96 FLOW VELOCITY(FEET/SEC) = 2.12 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 2.00 Tc(MIN.) = 12.58 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 16.00 = 1145.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 12.58 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.647 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.29 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.29 SUBAREA RUNOFF(CFS) = 0.86 EFFECTIVE AREA(ACRES) = 5.03 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.17 TOTAL AREA(ACRES) = 5.0 PEAK FLOW RATE(CFS) = 16.96 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 16.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 16.96 12.58 3.647 0.40( 0.07) 0.17 5.0 50.00 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 16.00 = 1145.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 40.50 16.52 3.119 0.40( 0.08) 0.20 14.4 10.00 2 40.95 17.62 3.006 0.40( 0.08) 0.19 15.1 20.00 Page 22 PCEX100 3 40.99 18.09 2.962 0.40( 0.08) 0.19 15.4 30.00 4 40.71 18.93 2.886 0.40( 0.08) 0.19 15.7 43.00 5 39.58 19.96 2.799 0.40( 0.08) 0.19 15.8 40.00 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 16.00 = 1670.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 53.14 12.58 3.647 0.40( 0.08) 0.19 16.0 50.00 2 54.96 16.52 3.119 0.40( 0.08) 0.19 19.4 10.00 3 54.87 17.62 3.006 0.40( 0.08) 0.19 20.1 20.00 4 54.70 18.09 2.962 0.40( 0.07) 0.19 20.4 30.00 5 54.06 18.93 2.886 0.40( 0.07) 0.19 20.7 43.00 6 52.52 19.96 2.799 0.40( 0.07) 0.19 20.8 40.00 TOTAL AREA(ACRES) = 20.8 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 54.96 Tc(MIN.) = 16.521 EFFECTIVE AREA(ACRES) = 19.38 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 20.8 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 16.00 = 1670.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 17.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 234.10 DOWNSTREAM(FEET) = 233.20 FLOW LENGTH(FEET) = 55.00 MANNING'S N = 0.013 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 8.75 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 2 PIPE-FLOW(CFS) = 54.96 PIPE TRAVEL TIME(MIN.) = 0.10 Tc(MIN.) = 16.63 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 17.00 = 1725.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 17.00 TO NODE 17.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 16.63 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.108 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.53 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.53 SUBAREA RUNOFF(CFS) = 1.32 Page 23 PCEX100 EFFECTIVE AREA(ACRES) = 19.91 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.21 TOTAL AREA(ACRES) = 21.3 PEAK FLOW RATE(CFS) = 54.96 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 81.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 320.00 ELEVATION DATA: UPSTREAM(FEET) = 243.30 DOWNSTREAM(FEET) = 240.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.672 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.841 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) PUBLIC PARK A 0.54 0.40 0.850 52 12.19 COMMERCIAL A 0.12 0.40 0.100 52 7.67 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.714 SUBAREA RUNOFF(CFS) = 2.71 TOTAL AREA(ACRES) = 0.66 PEAK FLOW RATE(CFS) = 2.71 **************************************************************************** FLOW PROCESS FROM NODE 81.00 TO NODE 82.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.10 DOWNSTREAM ELEVATION(FEET) = 238.80 STREET LENGTH(FEET) = 150.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 28.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.13 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET) = 11.30 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.24 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.79 STREET FLOW TRAVEL TIME(MIN.) = 1.11 Tc(MIN.) = 8.79 Page 24 PCEX100 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.479 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.11 0.40 0.850 52 COMMERCIAL A 0.11 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.475 SUBAREA AREA(ACRES) = 0.22 SUBAREA RUNOFF(CFS) = 0.85 EFFECTIVE AREA(ACRES) = 0.88 AREA-AVERAGED Fm(INCH/HR) = 0.26 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.65 TOTAL AREA(ACRES) = 0.9 PEAK FLOW RATE(CFS) = 3.34 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 11.63 FLOW VELOCITY(FEET/SEC.) = 2.27 DEPTH*VELOCITY(FT*FT/SEC.) = 0.81 LONGEST FLOWPATH FROM NODE 80.00 TO NODE 82.00 = 470.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 82.00 TO NODE 83.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 238.80 DOWNSTREAM ELEVATION(FEET) = 238.50 STREET LENGTH(FEET) = 90.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 84.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 30.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.62 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.44 HALFSTREET FLOOD WIDTH(FEET) = 14.31 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.62 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.72 STREET FLOW TRAVEL TIME(MIN.) = 0.93 Tc(MIN.) = 9.71 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.229 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.16 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.16 SUBAREA RUNOFF(CFS) = 0.56 EFFECTIVE AREA(ACRES) = 1.04 AREA-AVERAGED Fm(INCH/HR) = 0.27 Page 25 PCEX100 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.68 TOTAL AREA(ACRES) = 1.0 PEAK FLOW RATE(CFS) = 3.70 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.45 HALFSTREET FLOOD WIDTH(FEET) = 14.42 FLOW VELOCITY(FEET/SEC.) = 1.63 DEPTH*VELOCITY(FT*FT/SEC.) = 0.73 LONGEST FLOWPATH FROM NODE 80.00 TO NODE 83.00 = 560.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 90.00 TO NODE 91.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 280.00 ELEVATION DATA: UPSTREAM(FEET) = 241.90 DOWNSTREAM(FEET) = 240.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.937 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.436 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.64 0.40 0.100 52 8.94 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.53 TOTAL AREA(ACRES) = 0.64 PEAK FLOW RATE(CFS) = 2.53 **************************************************************************** FLOW PROCESS FROM NODE 91.00 TO NODE 92.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.90 DOWNSTREAM ELEVATION(FEET) = 239.50 STREET LENGTH(FEET) = 270.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 25.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.43 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.39 HALFSTREET FLOOD WIDTH(FEET) = 13.06 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.88 Page 26 PCEX100 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.73 STREET FLOW TRAVEL TIME(MIN.) = 2.39 Tc(MIN.) = 11.33 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.872 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.52 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.52 SUBAREA RUNOFF(CFS) = 1.79 EFFECTIVE AREA(ACRES) = 1.16 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 4.00 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.40 HALFSTREET FLOOD WIDTH(FEET) = 13.94 FLOW VELOCITY(FEET/SEC.) = 1.94 DEPTH*VELOCITY(FT*FT/SEC.) = 0.79 LONGEST FLOWPATH FROM NODE 90.00 TO NODE 92.00 = 550.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 92.00 TO NODE 92.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 295.00 ELEVATION DATA: UPSTREAM(FEET) = 241.90 DOWNSTREAM(FEET) = 240.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.221 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.357 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.79 0.40 0.100 52 9.22 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 3.07 TOTAL AREA(ACRES) = 0.79 PEAK FLOW RATE(CFS) = 3.07 **************************************************************************** FLOW PROCESS FROM NODE 101.00 TO NODE 92.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 9.22 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.357 Page 27 PCEX100 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.44 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.44 SUBAREA RUNOFF(CFS) = 1.71 EFFECTIVE AREA(ACRES) = 1.23 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 4.78 **************************************************************************** FLOW PROCESS FROM NODE 92.00 TO NODE 92.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 4.78 9.22 4.357 0.40( 0.04) 0.10 1.2 100.00 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 92.00 = 295.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 4.00 11.33 3.872 0.40( 0.04) 0.10 1.2 90.00 LONGEST FLOWPATH FROM NODE 90.00 TO NODE 92.00 = 550.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 8.45 9.22 4.357 0.40( 0.04) 0.10 2.2 100.00 2 8.24 11.33 3.872 0.40( 0.04) 0.10 2.4 90.00 TOTAL AREA(ACRES) = 2.4 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 8.45 Tc(MIN.) = 9.221 EFFECTIVE AREA(ACRES) = 2.17 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.4 LONGEST FLOWPATH FROM NODE 90.00 TO NODE 92.00 = 550.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 92.00 TO NODE 93.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 239.50 DOWNSTREAM ELEVATION(FEET) = 239.10 STREET LENGTH(FEET) = 100.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 Page 28 PCEX100 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 25.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 8.63 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.52 HALFSTREET FLOOD WIDTH(FEET) = 20.90 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.13 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.11 STREET FLOW TRAVEL TIME(MIN.) = 0.78 Tc(MIN.) = 10.00 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.159 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.10 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.10 SUBAREA RUNOFF(CFS) = 0.37 EFFECTIVE AREA(ACRES) = 2.27 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.5 PEAK FLOW RATE(CFS) = 8.45 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.52 HALFSTREET FLOOD WIDTH(FEET) = 20.71 FLOW VELOCITY(FEET/SEC.) = 2.11 DEPTH*VELOCITY(FT*FT/SEC.) = 1.10 LONGEST FLOWPATH FROM NODE 90.00 TO NODE 93.00 = 650.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 94.00 TO NODE 95.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 190.00 ELEVATION DATA: UPSTREAM(FEET) = 242.10 DOWNSTREAM(FEET) = 240.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.165 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.488 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.39 0.40 0.100 52 6.16 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.91 Page 29 PCEX100 TOTAL AREA(ACRES) = 0.39 PEAK FLOW RATE(CFS) = 1.91 **************************************************************************** FLOW PROCESS FROM NODE 96.00 TO NODE 97.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 200.00 ELEVATION DATA: UPSTREAM(FEET) = 241.30 DOWNSTREAM(FEET) = 240.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.165 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.035 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.52 0.40 0.100 52 7.16 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.34 TOTAL AREA(ACRES) = 0.52 PEAK FLOW RATE(CFS) = 2.34 **************************************************************************** FLOW PROCESS FROM NODE 98.00 TO NODE 99.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 160.00 ELEVATION DATA: UPSTREAM(FEET) = 241.40 DOWNSTREAM(FEET) = 240.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.860 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.162 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.06 0.40 0.100 52 6.86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 4.89 TOTAL AREA(ACRES) = 1.06 PEAK FLOW RATE(CFS) = 4.89 **************************************************************************** FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 150.00 ELEVATION DATA: UPSTREAM(FEET) = 242.40 DOWNSTREAM(FEET) = 241.30 Page 30 PCEX100 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.029 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.558 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.27 0.40 0.100 52 6.03 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.34 TOTAL AREA(ACRES) = 0.27 PEAK FLOW RATE(CFS) = 1.34 ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.3 TC(MIN.) = 6.03 EFFECTIVE AREA(ACRES) = 0.27 AREA-AVERAGED Fm(INCH/HR)= 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 1.34 ============================================================================ ============================================================================ END OF RATIONAL METHOD ANALYSIS Page 31 HYDROLOGY REPORT August 2017 Pacific Center City of Anaheim, CA APPENDIX 3 10-Year Hydrology Study, Proposed Condition PCPD10 ____________________________________________________________________________ **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2014 Advanced Engineering Software (aes) Ver. 21.0 Release Date: 06/01/2014 License ID 1355 Analysis prepared by: Fuscoe Engineering 16795 Von Karman Ave Suite 100 Irvine CA, 92606 ************************** DESCRIPTION OF STUDY ************************** * PACIFIC CENTER - ANAHEIM * * PROPOSED DEVELOPMENT HYDROLOGY * * 10 YEAR EVENT * ************************************************************************** FILE NAME: PCPD10.DAT TIME/DATE OF STUDY: 11:33 07/31/2017 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) === ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.50 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)*(Velocity) Constraint = 5.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< Page 1 PCPD10 ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 370.00 ELEVATION DATA: UPSTREAM(FEET) = 243.30 DOWNSTREAM(FEET) = 239.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.410 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.014 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) APARTMENTS A 0.89 0.40 0.200 32 8.41 PUBLIC PARK A 0.21 0.40 0.850 32 12.54 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.324 SUBAREA RUNOFF(CFS) = 2.86 TOTAL AREA(ACRES) = 1.10 PEAK FLOW RATE(CFS) = 2.86 **************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 275.00 ELEVATION DATA: UPSTREAM(FEET) = 243.00 DOWNSTREAM(FEET) = 240.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.615 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.190 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) APARTMENTS A 0.58 0.40 0.200 32 7.61 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.200 SUBAREA RUNOFF(CFS) = 1.62 TOTAL AREA(ACRES) = 0.58 PEAK FLOW RATE(CFS) = 1.62 **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 7.61 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.190 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Page 2 PCPD10 LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A 0.37 0.40 0.200 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.200 SUBAREA AREA(ACRES) = 0.37 SUBAREA RUNOFF(CFS) = 1.04 EFFECTIVE AREA(ACRES) = 0.95 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 TOTAL AREA(ACRES) = 0.9 PEAK FLOW RATE(CFS) = 2.66 **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.10 DOWNSTREAM ELEVATION(FEET) = 238.80 STREET LENGTH(FEET) = 150.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.96 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET) = 11.08 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.20 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.76 STREET FLOW TRAVEL TIME(MIN.) = 1.14 Tc(MIN.) = 8.75 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.945 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A 0.23 0.40 0.200 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.200 SUBAREA AREA(ACRES) = 0.23 SUBAREA RUNOFF(CFS) = 0.59 EFFECTIVE AREA(ACRES) = 1.18 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 3.04 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET) = 11.22 FLOW VELOCITY(FEET/SEC.) = 2.21 DEPTH*VELOCITY(FT*FT/SEC.) = 0.77 LONGEST FLOWPATH FROM NODE 12.00 TO NODE 14.00 = 425.00 FEET. **************************************************************************** Page 3 PCPD10 FLOW PROCESS FROM NODE 14.00 TO NODE 11.10 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 238.80 DOWNSTREAM ELEVATION(FEET) = 238.50 STREET LENGTH(FEET) = 90.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 84.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 30.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.06 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.42 HALFSTREET FLOOD WIDTH(FEET) = 13.30 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.56 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.66 STREET FLOW TRAVEL TIME(MIN.) = 0.96 Tc(MIN.) = 9.71 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.775 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.01 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.01 SUBAREA RUNOFF(CFS) = 0.02 EFFECTIVE AREA(ACRES) = 1.19 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 3.04 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.42 HALFSTREET FLOOD WIDTH(FEET) = 13.30 FLOW VELOCITY(FEET/SEC.) = 1.55 DEPTH*VELOCITY(FT*FT/SEC.) = 0.66 LONGEST FLOWPATH FROM NODE 12.00 TO NODE 11.10 = 515.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 11.10 TO NODE 11.10 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 3.04 9.71 2.775 0.40( 0.08) 0.20 1.2 12.00 Page 4 PCPD10 LONGEST FLOWPATH FROM NODE 12.00 TO NODE 11.10 = 515.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 2.86 8.41 3.014 0.40( 0.13) 0.32 1.1 10.00 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 11.10 = 370.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 5.72 8.41 3.014 0.40( 0.11) 0.26 2.1 10.00 2 5.66 9.71 2.775 0.40( 0.10) 0.26 2.3 12.00 TOTAL AREA(ACRES) = 2.3 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 5.72 Tc(MIN.) = 8.410 EFFECTIVE AREA(ACRES) = 2.13 AREA-AVERAGED Fm(INCH/HR) = 0.11 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.26 TOTAL AREA(ACRES) = 2.3 LONGEST FLOWPATH FROM NODE 12.00 TO NODE 11.10 = 515.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 11.10 TO NODE 11.10 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 320.00 ELEVATION DATA: UPSTREAM(FEET) = 242.90 DOWNSTREAM(FEET) = 238.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.540 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.208 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) APARTMENTS A 0.86 0.40 0.200 32 7.54 PUBLIC PARK A 0.38 0.40 0.850 32 11.24 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.399 SUBAREA RUNOFF(CFS) = 3.40 TOTAL AREA(ACRES) = 1.24 PEAK FLOW RATE(CFS) = 3.40 **************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 56 ---------------------------------------------------------------------------- Page 5 PCPD10 >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 238.10 DOWNSTREAM(FEET) = 237.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 150.00 CHANNEL SLOPE = 0.0040 GIVEN CHANNEL BASE(FEET) = 4.00 CHANNEL FREEBOARD(FEET) = 1.0 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.015 *ESTIMATED CHANNEL HEIGHT(FEET) = 1.35 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.008 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.20 0.40 0.100 32 PUBLIC PARK A 0.16 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.433 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.86 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.79 AVERAGE FLOW DEPTH(FEET) = 0.35 TRAVEL TIME(MIN.) = 0.90 Tc(MIN.) = 8.44 SUBAREA AREA(ACRES) = 0.36 SUBAREA RUNOFF(CFS) = 0.92 EFFECTIVE AREA(ACRES) = 1.60 AREA-AVERAGED Fm(INCH/HR) = 0.16 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.41 TOTAL AREA(ACRES) = 1.6 PEAK FLOW RATE(CFS) = 4.10 GIVEN CHANNEL BASE(FEET) = 4.00 CHANNEL FREEBOARD(FEET) = 1.0 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.015 *ESTIMATED CHANNEL HEIGHT(FEET) = 1.36 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.36 FLOW VELOCITY(FEET/SEC.) = 2.83 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 470.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 31.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 380.00 ELEVATION DATA: UPSTREAM(FEET) = 243.00 DOWNSTREAM(FEET) = 239.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.176 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.063 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) Page 6 PCPD10 COMMERCIAL A 1.66 0.40 0.100 32 8.18 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 4.52 TOTAL AREA(ACRES) = 1.66 PEAK FLOW RATE(CFS) = 4.52 **************************************************************************** FLOW PROCESS FROM NODE 31.00 TO NODE 22.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 239.10 DOWNSTREAM NODE ELEVATION(FEET) = 237.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 360.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 1.00 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.540 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.91 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 6.67 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.90 AVERAGE FLOW DEPTH(FEET) = 0.34 FLOOD WIDTH(FEET) = 25.86 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 3.16 Tc(MIN.) = 11.33 SUBAREA AREA(ACRES) = 1.91 SUBAREA RUNOFF(CFS) = 4.30 EFFECTIVE AREA(ACRES) = 3.57 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.6 PEAK FLOW RATE(CFS) = 8.03 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.36 FLOOD WIDTH(FEET) = 27.94 FLOW VELOCITY(FEET/SEC.) = 1.97 DEPTH*VELOCITY(FT*FT/SEC) = 0.71 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 22.00 = 740.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 8.03 11.33 2.540 0.40( 0.04) 0.10 3.6 30.00 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 22.00 = 740.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER Page 7 PCPD10 NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 4.10 8.44 3.008 0.40( 0.16) 0.41 1.6 20.00 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 470.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 11.20 8.44 3.008 0.40( 0.09) 0.22 4.3 20.00 2 11.46 11.33 2.540 0.40( 0.08) 0.19 5.2 30.00 TOTAL AREA(ACRES) = 5.2 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 11.46 Tc(MIN.) = 11.334 EFFECTIVE AREA(ACRES) = 5.17 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.22 TOTAL AREA(ACRES) = 5.2 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 22.00 = 740.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 237.50 DOWNSTREAM(FEET) = 236.80 CHANNEL LENGTH THRU SUBAREA(FEET) = 70.00 CHANNEL SLOPE = 0.0100 CHANNEL BASE(FEET) = 4.00 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 1.00 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.513 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.08 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 11.53 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 5.51 AVERAGE FLOW DEPTH(FEET) = 0.52 TRAVEL TIME(MIN.) = 0.21 Tc(MIN.) = 11.55 SUBAREA AREA(ACRES) = 0.08 SUBAREA RUNOFF(CFS) = 0.16 EFFECTIVE AREA(ACRES) = 5.25 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 TOTAL AREA(ACRES) = 5.2 PEAK FLOW RATE(CFS) = 11.49 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.52 FLOW VELOCITY(FEET/SEC.) = 5.51 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 23.00 = 810.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 2 <<<<< ============================================================================ Page 8 PCPD10 **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 41.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 300.00 ELEVATION DATA: UPSTREAM(FEET) = 241.50 DOWNSTREAM(FEET) = 240.60 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.513 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.808 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.69 0.40 0.100 32 9.51 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.72 TOTAL AREA(ACRES) = 0.69 PEAK FLOW RATE(CFS) = 1.72 **************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 42.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.60 DOWNSTREAM ELEVATION(FEET) = 239.50 STREET LENGTH(FEET) = 300.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.14 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 11.58 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.46 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.52 STREET FLOW TRAVEL TIME(MIN.) = 3.41 Tc(MIN.) = 12.93 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.356 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.40 0.40 0.100 32 Page 9 PCPD10 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) = 0.83 EFFECTIVE AREA(ACRES) = 1.09 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.1 PEAK FLOW RATE(CFS) = 2.27 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 11.87 FLOW VELOCITY(FEET/SEC.) = 1.49 DEPTH*VELOCITY(FT*FT/SEC.) = 0.54 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 600.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 42.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 45.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 330.00 ELEVATION DATA: UPSTREAM(FEET) = 241.50 DOWNSTREAM(FEET) = 240.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.358 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.835 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.72 0.40 0.100 32 9.36 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 4.33 TOTAL AREA(ACRES) = 1.72 PEAK FLOW RATE(CFS) = 4.33 **************************************************************************** FLOW PROCESS FROM NODE 45.00 TO NODE 42.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 240.20 DOWNSTREAM NODE ELEVATION(FEET) = 239.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 160.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.608 SUBAREA LOSS RATE DATA(AMC II): Page 10 PCPD10 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.15 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.66 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.82 AVERAGE FLOW DEPTH(FEET) = 0.32 FLOOD WIDTH(FEET) = 24.25 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.46 Tc(MIN.) = 10.82 SUBAREA AREA(ACRES) = 1.15 SUBAREA RUNOFF(CFS) = 2.66 EFFECTIVE AREA(ACRES) = 2.87 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.9 PEAK FLOW RATE(CFS) = 6.63 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.34 FLOOD WIDTH(FEET) = 25.93 FLOW VELOCITY(FEET/SEC.) = 1.88 DEPTH*VELOCITY(FT*FT/SEC) = 0.64 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 42.00 = 490.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 42.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 6.63 10.82 2.608 0.40( 0.04) 0.10 2.9 50.00 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 42.00 = 490.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 2.27 12.93 2.356 0.40( 0.04) 0.10 1.1 40.00 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 600.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 8.74 10.82 2.608 0.40( 0.04) 0.10 3.8 50.00 2 8.25 12.93 2.356 0.40( 0.04) 0.10 4.0 40.00 TOTAL AREA(ACRES) = 4.0 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 8.74 Tc(MIN.) = 10.822 EFFECTIVE AREA(ACRES) = 3.78 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.0 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 600.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 43.00 IS CODE = 91 Page 11 PCPD10 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 239.50 DOWNSTREAM NODE ELEVATION(FEET) = 239.20 CHANNEL LENGTH THRU SUBAREA(FEET) = 50.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.559 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.40 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 9.20 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.29 AVERAGE FLOW DEPTH(FEET) = 0.36 FLOOD WIDTH(FEET) = 27.76 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 0.36 Tc(MIN.) = 11.19 SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) = 0.91 EFFECTIVE AREA(ACRES) = 4.18 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.4 PEAK FLOW RATE(CFS) = 9.48 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.36 FLOOD WIDTH(FEET) = 28.06 FLOW VELOCITY(FEET/SEC.) = 2.31 DEPTH*VELOCITY(FT*FT/SEC) = 0.83 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 43.00 = 650.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 43.00 TO NODE 23.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 237.20 DOWNSTREAM(FEET) = 236.80 FLOW LENGTH(FEET) = 450.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 12.07 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 9.48 PIPE TRAVEL TIME(MIN.) = 0.62 Tc(MIN.) = 11.81 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 23.00 = 1100.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 2 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ Page 12 PCPD10 ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 9.48 11.81 2.481 0.40( 0.04) 0.10 4.2 50.00 2 8.94 13.96 2.254 0.40( 0.04) 0.10 4.4 40.00 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 23.00 = 1100.00 FEET. ** MEMORY BANK # 2 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 11.22 8.65 2.965 0.40( 0.09) 0.23 4.3 20.00 2 11.49 11.55 2.513 0.40( 0.08) 0.20 5.2 30.00 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 23.00 = 810.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 19.55 8.65 2.965 0.40( 0.07) 0.17 7.4 20.00 2 20.88 11.55 2.513 0.40( 0.06) 0.16 9.3 30.00 3 20.82 11.81 2.481 0.40( 0.06) 0.16 9.4 50.00 4 19.20 13.96 2.254 0.40( 0.06) 0.16 9.6 40.00 TOTAL AREA(ACRES) = 9.6 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 20.88 Tc(MIN.) = 11.546 EFFECTIVE AREA(ACRES) = 9.34 AREA-AVERAGED Fm(INCH/HR) = 0.06 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.16 TOTAL AREA(ACRES) = 9.6 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 23.00 = 1100.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 24.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 236.80 DOWNSTREAM(FEET) = 235.80 CHANNEL LENGTH THRU SUBAREA(FEET) = 250.00 CHANNEL SLOPE = 0.0040 CHANNEL BASE(FEET) = 7.00 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 1.50 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.406 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A 2.78 0.40 0.200 32 PUBLIC PARK A 0.29 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.261 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 24.06 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 4.57 AVERAGE FLOW DEPTH(FEET) = 0.75 TRAVEL TIME(MIN.) = 0.91 Tc(MIN.) = 12.46 SUBAREA AREA(ACRES) = 3.07 SUBAREA RUNOFF(CFS) = 6.36 Page 13 PCPD10 EFFECTIVE AREA(ACRES) = 12.41 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.18 TOTAL AREA(ACRES) = 12.7 PEAK FLOW RATE(CFS) = 26.05 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.80 FLOW VELOCITY(FEET/SEC.) = 4.67 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 24.00 = 1350.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 25.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 235.80 DOWNSTREAM(FEET) = 235.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 135.00 CHANNEL SLOPE = 0.0052 CHANNEL BASE(FEET) = 7.00 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 1.00 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.358 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.15 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 26.19 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 5.09 AVERAGE FLOW DEPTH(FEET) = 0.74 TRAVEL TIME(MIN.) = 0.44 Tc(MIN.) = 12.90 SUBAREA AREA(ACRES) = 0.15 SUBAREA RUNOFF(CFS) = 0.27 EFFECTIVE AREA(ACRES) = 12.56 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 12.8 PEAK FLOW RATE(CFS) = 26.05 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.73 FLOW VELOCITY(FEET/SEC.) = 5.10 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 25.00 = 1485.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 25.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 12.90 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.358 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.53 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.53 SUBAREA RUNOFF(CFS) = 3.19 Page 14 PCPD10 EFFECTIVE AREA(ACRES) = 14.09 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.18 TOTAL AREA(ACRES) = 14.4 PEAK FLOW RATE(CFS) = 28.98 **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 26.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 235.10 DOWNSTREAM(FEET) = 234.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 205.00 CHANNEL SLOPE = 0.0049 CHANNEL FLOW THRU SUBAREA(CFS) = 28.98 FLOW VELOCITY(FEET/SEC) = 2.32 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.47 Tc(MIN.) = 14.37 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 26.00 = 1690.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 14.37 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.217 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.29 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.29 SUBAREA RUNOFF(CFS) = 0.49 EFFECTIVE AREA(ACRES) = 14.38 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 TOTAL AREA(ACRES) = 14.6 PEAK FLOW RATE(CFS) = 28.98 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 14.37 RAINFALL INTENSITY(INCH/HR) = 2.22 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 EFFECTIVE STREAM AREA(ACRES) = 14.38 TOTAL STREAM AREA(ACRES) = 14.65 PEAK FLOW RATE(CFS) AT CONFLUENCE = 28.98 **************************************************************************** Page 15 PCPD10 FLOW PROCESS FROM NODE 50.00 TO NODE 51.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 245.00 ELEVATION DATA: UPSTREAM(FEET) = 241.50 DOWNSTREAM(FEET) = 240.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.248 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.047 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.88 0.40 0.100 32 8.25 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.38 TOTAL AREA(ACRES) = 0.88 PEAK FLOW RATE(CFS) = 2.38 **************************************************************************** FLOW PROCESS FROM NODE 51.00 TO NODE 52.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 238.00 DOWNSTREAM(FEET) = 237.50 FLOW LENGTH(FEET) = 125.00 MANNING'S N = 0.011 DEPTH OF FLOW IN 12.0 INCH PIPE IS 9.3 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 3.65 GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 2.38 PIPE TRAVEL TIME(MIN.) = 0.57 Tc(MIN.) = 8.82 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 52.00 = 370.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 52.00 TO NODE 52.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 8.82 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.933 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.21 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.21 SUBAREA RUNOFF(CFS) = 3.15 EFFECTIVE AREA(ACRES) = 2.09 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.1 PEAK FLOW RATE(CFS) = 5.44 Page 16 PCPD10 **************************************************************************** FLOW PROCESS FROM NODE 52.00 TO NODE 53.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 237.50 DOWNSTREAM(FEET) = 236.30 FLOW LENGTH(FEET) = 330.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 6.93 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 5.44 PIPE TRAVEL TIME(MIN.) = 0.79 Tc(MIN.) = 9.61 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 53.00 = 700.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 53.00 TO NODE 53.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 9.61 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.791 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.63 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.63 SUBAREA RUNOFF(CFS) = 4.04 EFFECTIVE AREA(ACRES) = 3.72 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.7 PEAK FLOW RATE(CFS) = 9.21 **************************************************************************** FLOW PROCESS FROM NODE 53.00 TO NODE 54.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 236.50 DOWNSTREAM(FEET) = 236.30 FLOW LENGTH(FEET) = 30.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 11.73 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 9.21 PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 9.66 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 54.00 = 730.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 54.00 TO NODE 54.00 IS CODE = 81 ---------------------------------------------------------------------------- Page 17 PCPD10 >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 9.66 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.784 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.51 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.51 SUBAREA RUNOFF(CFS) = 1.26 EFFECTIVE AREA(ACRES) = 4.23 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.2 PEAK FLOW RATE(CFS) = 10.45 **************************************************************************** FLOW PROCESS FROM NODE 54.00 TO NODE 55.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 236.30 DOWNSTREAM(FEET) = 235.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 160.00 CHANNEL SLOPE = 0.0050 CHANNEL FLOW THRU SUBAREA(CFS) = 10.45 FLOW VELOCITY(FEET/SEC) = 1.79 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.49 Tc(MIN.) = 11.15 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 55.00 = 890.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 55.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 11.15 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.564 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.18 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.18 SUBAREA RUNOFF(CFS) = 0.36 EFFECTIVE AREA(ACRES) = 4.41 AREA-AVERAGED Fm(INCH/HR) = 0.05 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.13 TOTAL AREA(ACRES) = 4.4 PEAK FLOW RATE(CFS) = 10.45 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 55.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 11.15 Page 18 PCPD10 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.564 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.31 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.31 SUBAREA RUNOFF(CFS) = 0.70 EFFECTIVE AREA(ACRES) = 4.72 AREA-AVERAGED Fm(INCH/HR) = 0.05 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.13 TOTAL AREA(ACRES) = 4.7 PEAK FLOW RATE(CFS) = 10.67 **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 26.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 235.50 DOWNSTREAM(FEET) = 234.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 255.00 CHANNEL SLOPE = 0.0055 CHANNEL FLOW THRU SUBAREA(CFS) = 10.67 FLOW VELOCITY(FEET/SEC) = 1.88 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 2.26 Tc(MIN.) = 13.40 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 26.00 = 1145.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 13.40 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.307 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.30 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.53 EFFECTIVE AREA(ACRES) = 5.02 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.17 TOTAL AREA(ACRES) = 5.0 PEAK FLOW RATE(CFS) = 10.67 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 13.40 Page 19 PCPD10 RAINFALL INTENSITY(INCH/HR) = 2.31 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.17 EFFECTIVE STREAM AREA(ACRES) = 5.02 TOTAL STREAM AREA(ACRES) = 5.02 PEAK FLOW RATE(CFS) AT CONFLUENCE = 10.67 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 28.96 11.49 2.520 0.40( 0.08) 0.21 12.4 20.00 1 28.98 14.37 2.217 0.40( 0.08) 0.20 14.4 30.00 1 28.83 14.64 2.193 0.40( 0.08) 0.20 14.5 50.00 1 26.65 16.86 2.023 0.40( 0.08) 0.19 14.6 40.00 2 10.67 13.40 2.307 0.40( 0.07) 0.17 5.0 50.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 38.98 11.49 2.520 0.40( 0.08) 0.20 16.7 20.00 2 39.65 13.40 2.307 0.40( 0.08) 0.19 18.7 50.00 3 39.22 14.37 2.217 0.40( 0.08) 0.19 19.4 30.00 4 38.96 14.64 2.193 0.40( 0.08) 0.19 19.5 50.00 5 35.97 16.86 2.023 0.40( 0.08) 0.19 19.7 40.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 39.65 Tc(MIN.) = 13.40 EFFECTIVE AREA(ACRES) = 18.75 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 19.7 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 26.00 = 1690.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 27.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 234.10 DOWNSTREAM(FEET) = 233.20 FLOW LENGTH(FEET) = 55.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.1 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 9.52 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 2 PIPE-FLOW(CFS) = 39.65 PIPE TRAVEL TIME(MIN.) = 0.10 Tc(MIN.) = 13.50 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 27.00 = 1745.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 27.00 IS CODE = 81 Page 20 PCPD10 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 13.50 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.298 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.51 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.51 SUBAREA RUNOFF(CFS) = 0.90 EFFECTIVE AREA(ACRES) = 19.26 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.21 TOTAL AREA(ACRES) = 20.2 PEAK FLOW RATE(CFS) = 39.65 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 70.00 TO NODE 71.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 280.00 ELEVATION DATA: UPSTREAM(FEET) = 241.90 DOWNSTREAM(FEET) = 240.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.937 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.910 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.69 0.40 0.100 32 8.94 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.78 TOTAL AREA(ACRES) = 0.69 PEAK FLOW RATE(CFS) = 1.78 **************************************************************************** FLOW PROCESS FROM NODE 71.00 TO NODE 72.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.90 DOWNSTREAM ELEVATION(FEET) = 239.90 STREET LENGTH(FEET) = 200.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 25.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 Page 21 PCPD10 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.22 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.35 HALFSTREET FLOOD WIDTH(FEET) = 11.01 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.67 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.58 STREET FLOW TRAVEL TIME(MIN.) = 2.00 Tc(MIN.) = 10.93 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.593 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.38 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.38 SUBAREA RUNOFF(CFS) = 0.87 EFFECTIVE AREA(ACRES) = 1.07 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.1 PEAK FLOW RATE(CFS) = 2.46 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 11.49 FLOW VELOCITY(FEET/SEC.) = 1.71 DEPTH*VELOCITY(FT*FT/SEC.) = 0.61 LONGEST FLOWPATH FROM NODE 70.00 TO NODE 72.00 = 480.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 72.00 TO NODE 73.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 239.90 DOWNSTREAM ELEVATION(FEET) = 239.10 STREET LENGTH(FEET) = 175.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 25.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.78 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.37 HALFSTREET FLOOD WIDTH(FEET) = 12.28 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.71 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.63 Page 22 PCPD10 STREET FLOW TRAVEL TIME(MIN.) = 1.71 Tc(MIN.) = 12.64 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.386 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.30 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.63 EFFECTIVE AREA(ACRES) = 1.37 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.4 PEAK FLOW RATE(CFS) = 2.89 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.38 HALFSTREET FLOOD WIDTH(FEET) = 12.47 FLOW VELOCITY(FEET/SEC.) = 1.73 DEPTH*VELOCITY(FT*FT/SEC.) = 0.65 LONGEST FLOWPATH FROM NODE 70.00 TO NODE 73.00 = 655.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 74.00 TO NODE 75.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 230.00 ELEVATION DATA: UPSTREAM(FEET) = 242.10 DOWNSTREAM(FEET) = 240.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.657 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.180 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.64 0.40 0.100 32 7.66 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.81 TOTAL AREA(ACRES) = 0.64 PEAK FLOW RATE(CFS) = 1.81 **************************************************************************** FLOW PROCESS FROM NODE 76.00 TO NODE 77.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 230.00 ELEVATION DATA: UPSTREAM(FEET) = 242.50 DOWNSTREAM(FEET) = 241.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.536 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.209 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc Page 23 PCPD10 LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.51 0.40 0.100 32 7.54 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.45 TOTAL AREA(ACRES) = 0.51 PEAK FLOW RATE(CFS) = 1.45 **************************************************************************** FLOW PROCESS FROM NODE 78.00 TO NODE 79.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 200.00 ELEVATION DATA: UPSTREAM(FEET) = 242.50 DOWNSTREAM(FEET) = 240.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.357 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.538 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.12 0.40 0.100 32 6.36 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 3.53 TOTAL AREA(ACRES) = 1.12 PEAK FLOW RATE(CFS) = 3.53 **************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 81.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 160.00 ELEVATION DATA: UPSTREAM(FEET) = 242.40 DOWNSTREAM(FEET) = 240.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.890 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.696 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.87 0.40 0.100 32 5.89 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.86 TOTAL AREA(ACRES) = 0.87 PEAK FLOW RATE(CFS) = 2.86 **************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 82.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< Page 24 PCPD10 >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 150.00 ELEVATION DATA: UPSTREAM(FEET) = 242.40 DOWNSTREAM(FEET) = 241.30 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.029 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 3.647 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.27 0.40 0.100 32 6.03 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 0.88 TOTAL AREA(ACRES) = 0.27 PEAK FLOW RATE(CFS) = 0.88 ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.3 TC(MIN.) = 6.03 EFFECTIVE AREA(ACRES) = 0.27 AREA-AVERAGED Fm(INCH/HR)= 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 0.88 ============================================================================ ============================================================================ END OF RATIONAL METHOD ANALYSIS Page 25 HYDROLOGY REPORT August 2017 Pacific Center City of Anaheim, CA APPENDIX 3.1 25-Year Hydrology Study, Proposed Condition PCPD25 ____________________________________________________________________________ **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2014 Advanced Engineering Software (aes) Ver. 21.0 Release Date: 06/01/2014 License ID 1355 Analysis prepared by: Fuscoe Engineering 16795 Von Karman Ave Suite 100 Irvine CA, 92606 ************************** DESCRIPTION OF STUDY ************************** * PACIFIC CENTER - ANAHEIM * * PROPOSED HYDROLOGY * * 25 YEAR EVENT * ************************************************************************** FILE NAME: PCPD25.DAT TIME/DATE OF STUDY: 13:37 07/31/2017 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) === ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.50 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)*(Velocity) Constraint = 5.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< Page 1 PCPD25 ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 370.00 ELEVATION DATA: UPSTREAM(FEET) = 243.30 DOWNSTREAM(FEET) = 239.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.410 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.594 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) APARTMENTS A 0.89 0.40 0.200 32 8.41 PUBLIC PARK A 0.21 0.40 0.850 32 12.54 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.324 SUBAREA RUNOFF(CFS) = 3.43 TOTAL AREA(ACRES) = 1.10 PEAK FLOW RATE(CFS) = 3.43 **************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 275.00 ELEVATION DATA: UPSTREAM(FEET) = 243.00 DOWNSTREAM(FEET) = 240.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.615 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.802 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) APARTMENTS A 0.58 0.40 0.200 32 7.61 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.200 SUBAREA RUNOFF(CFS) = 1.94 TOTAL AREA(ACRES) = 0.58 PEAK FLOW RATE(CFS) = 1.94 **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 7.61 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.802 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Page 2 PCPD25 LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A 0.37 0.40 0.200 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.200 SUBAREA AREA(ACRES) = 0.37 SUBAREA RUNOFF(CFS) = 1.24 EFFECTIVE AREA(ACRES) = 0.95 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 TOTAL AREA(ACRES) = 0.9 PEAK FLOW RATE(CFS) = 3.18 **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.10 DOWNSTREAM ELEVATION(FEET) = 238.80 STREET LENGTH(FEET) = 150.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.54 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.37 HALFSTREET FLOOD WIDTH(FEET) = 11.94 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.29 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.84 STREET FLOW TRAVEL TIME(MIN.) = 1.09 Tc(MIN.) = 8.71 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.524 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A 0.23 0.40 0.200 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.200 SUBAREA AREA(ACRES) = 0.23 SUBAREA RUNOFF(CFS) = 0.71 EFFECTIVE AREA(ACRES) = 1.18 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 3.66 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.37 HALFSTREET FLOOD WIDTH(FEET) = 12.09 FLOW VELOCITY(FEET/SEC.) = 2.32 DEPTH*VELOCITY(FT*FT/SEC.) = 0.85 LONGEST FLOWPATH FROM NODE 12.00 TO NODE 14.00 = 425.00 FEET. **************************************************************************** Page 3 PCPD25 FLOW PROCESS FROM NODE 14.00 TO NODE 11.10 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 238.80 DOWNSTREAM ELEVATION(FEET) = 238.50 STREET LENGTH(FEET) = 90.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 84.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 30.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.67 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.45 HALFSTREET FLOOD WIDTH(FEET) = 14.37 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.63 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.73 STREET FLOW TRAVEL TIME(MIN.) = 0.92 Tc(MIN.) = 9.63 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.329 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.01 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.01 SUBAREA RUNOFF(CFS) = 0.03 EFFECTIVE AREA(ACRES) = 1.19 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 3.66 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.45 HALFSTREET FLOOD WIDTH(FEET) = 14.37 FLOW VELOCITY(FEET/SEC.) = 1.62 DEPTH*VELOCITY(FT*FT/SEC.) = 0.72 LONGEST FLOWPATH FROM NODE 12.00 TO NODE 11.10 = 515.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 11.10 TO NODE 11.10 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 3.66 9.63 3.329 0.40( 0.08) 0.20 1.2 12.00 Page 4 PCPD25 LONGEST FLOWPATH FROM NODE 12.00 TO NODE 11.10 = 515.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 3.43 8.41 3.594 0.40( 0.13) 0.32 1.1 10.00 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 11.10 = 370.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 6.89 8.41 3.594 0.40( 0.11) 0.26 2.1 10.00 2 6.83 9.63 3.329 0.40( 0.10) 0.26 2.3 12.00 TOTAL AREA(ACRES) = 2.3 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 6.89 Tc(MIN.) = 8.410 EFFECTIVE AREA(ACRES) = 2.14 AREA-AVERAGED Fm(INCH/HR) = 0.11 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.26 TOTAL AREA(ACRES) = 2.3 LONGEST FLOWPATH FROM NODE 12.00 TO NODE 11.10 = 515.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 11.10 TO NODE 11.10 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 320.00 ELEVATION DATA: UPSTREAM(FEET) = 242.90 DOWNSTREAM(FEET) = 238.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.540 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.823 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) APARTMENTS A 0.86 0.40 0.200 32 7.54 PUBLIC PARK A 0.38 0.40 0.850 32 11.24 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.399 SUBAREA RUNOFF(CFS) = 4.09 TOTAL AREA(ACRES) = 1.24 PEAK FLOW RATE(CFS) = 4.09 **************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 56 ---------------------------------------------------------------------------- Page 5 PCPD25 >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 238.10 DOWNSTREAM(FEET) = 237.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 150.00 CHANNEL SLOPE = 0.0040 GIVEN CHANNEL BASE(FEET) = 4.00 CHANNEL FREEBOARD(FEET) = 1.0 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.015 *ESTIMATED CHANNEL HEIGHT(FEET) = 1.39 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.600 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.20 0.40 0.100 32 PUBLIC PARK A 0.16 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.433 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.64 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.96 AVERAGE FLOW DEPTH(FEET) = 0.39 TRAVEL TIME(MIN.) = 0.84 Tc(MIN.) = 8.38 SUBAREA AREA(ACRES) = 0.36 SUBAREA RUNOFF(CFS) = 1.11 EFFECTIVE AREA(ACRES) = 1.60 AREA-AVERAGED Fm(INCH/HR) = 0.16 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.41 TOTAL AREA(ACRES) = 1.6 PEAK FLOW RATE(CFS) = 4.95 GIVEN CHANNEL BASE(FEET) = 4.00 CHANNEL FREEBOARD(FEET) = 1.0 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.015 *ESTIMATED CHANNEL HEIGHT(FEET) = 1.41 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.41 FLOW VELOCITY(FEET/SEC.) = 3.04 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 470.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 31.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 380.00 ELEVATION DATA: UPSTREAM(FEET) = 243.00 DOWNSTREAM(FEET) = 239.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.176 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.652 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) Page 6 PCPD25 COMMERCIAL A 1.66 0.40 0.100 32 8.18 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 5.40 TOTAL AREA(ACRES) = 1.66 PEAK FLOW RATE(CFS) = 5.40 **************************************************************************** FLOW PROCESS FROM NODE 31.00 TO NODE 22.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 239.10 DOWNSTREAM NODE ELEVATION(FEET) = 237.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 360.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 1.00 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.051 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.91 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 7.99 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.96 AVERAGE FLOW DEPTH(FEET) = 0.36 FLOOD WIDTH(FEET) = 27.94 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 3.06 Tc(MIN.) = 11.23 SUBAREA AREA(ACRES) = 1.91 SUBAREA RUNOFF(CFS) = 5.18 EFFECTIVE AREA(ACRES) = 3.57 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.6 PEAK FLOW RATE(CFS) = 9.67 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.38 FLOOD WIDTH(FEET) = 30.20 FLOW VELOCITY(FEET/SEC.) = 2.05 DEPTH*VELOCITY(FT*FT/SEC) = 0.78 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 22.00 = 740.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 9.67 11.23 3.051 0.40( 0.04) 0.10 3.6 30.00 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 22.00 = 740.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER Page 7 PCPD25 NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 4.95 8.38 3.600 0.40( 0.16) 0.41 1.6 20.00 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 470.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 13.49 8.38 3.600 0.40( 0.09) 0.22 4.3 20.00 2 13.83 11.23 3.051 0.40( 0.08) 0.19 5.2 30.00 TOTAL AREA(ACRES) = 5.2 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 13.83 Tc(MIN.) = 11.232 EFFECTIVE AREA(ACRES) = 5.17 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.22 TOTAL AREA(ACRES) = 5.2 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 22.00 = 740.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 237.50 DOWNSTREAM(FEET) = 236.80 CHANNEL LENGTH THRU SUBAREA(FEET) = 70.00 CHANNEL SLOPE = 0.0100 CHANNEL BASE(FEET) = 4.00 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 1.00 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.021 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.08 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 13.93 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 5.88 AVERAGE FLOW DEPTH(FEET) = 0.59 TRAVEL TIME(MIN.) = 0.20 Tc(MIN.) = 11.43 SUBAREA AREA(ACRES) = 0.08 SUBAREA RUNOFF(CFS) = 0.19 EFFECTIVE AREA(ACRES) = 5.25 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 TOTAL AREA(ACRES) = 5.2 PEAK FLOW RATE(CFS) = 13.89 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.59 FLOW VELOCITY(FEET/SEC.) = 5.88 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 23.00 = 810.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 2 <<<<< ============================================================================ Page 8 PCPD25 **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 41.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 300.00 ELEVATION DATA: UPSTREAM(FEET) = 241.50 DOWNSTREAM(FEET) = 240.60 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.513 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.352 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.69 0.40 0.100 32 9.51 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.06 TOTAL AREA(ACRES) = 0.69 PEAK FLOW RATE(CFS) = 2.06 **************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 42.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.60 DOWNSTREAM ELEVATION(FEET) = 239.50 STREET LENGTH(FEET) = 300.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.56 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.38 HALFSTREET FLOOD WIDTH(FEET) = 12.45 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.54 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.58 STREET FLOW TRAVEL TIME(MIN.) = 3.26 Tc(MIN.) = 12.77 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.837 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.40 0.40 0.100 32 Page 9 PCPD25 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) = 1.01 EFFECTIVE AREA(ACRES) = 1.09 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.1 PEAK FLOW RATE(CFS) = 2.74 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.38 HALFSTREET FLOOD WIDTH(FEET) = 12.81 FLOW VELOCITY(FEET/SEC.) = 1.56 DEPTH*VELOCITY(FT*FT/SEC.) = 0.60 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 600.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 42.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 45.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 330.00 ELEVATION DATA: UPSTREAM(FEET) = 241.50 DOWNSTREAM(FEET) = 240.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.358 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.383 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.72 0.40 0.100 32 9.36 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 5.17 TOTAL AREA(ACRES) = 1.72 PEAK FLOW RATE(CFS) = 5.17 **************************************************************************** FLOW PROCESS FROM NODE 45.00 TO NODE 42.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 240.20 DOWNSTREAM NODE ELEVATION(FEET) = 239.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 160.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.126 SUBAREA LOSS RATE DATA(AMC II): Page 10 PCPD25 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.15 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 6.78 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.90 AVERAGE FLOW DEPTH(FEET) = 0.34 FLOOD WIDTH(FEET) = 26.08 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.40 Tc(MIN.) = 10.76 SUBAREA AREA(ACRES) = 1.15 SUBAREA RUNOFF(CFS) = 3.19 EFFECTIVE AREA(ACRES) = 2.87 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.9 PEAK FLOW RATE(CFS) = 7.97 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.36 FLOOD WIDTH(FEET) = 27.91 FLOW VELOCITY(FEET/SEC.) = 1.96 DEPTH*VELOCITY(FT*FT/SEC) = 0.71 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 42.00 = 490.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 42.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 7.97 10.76 3.126 0.40( 0.04) 0.10 2.9 50.00 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 42.00 = 490.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 2.74 12.77 2.837 0.40( 0.04) 0.10 1.1 40.00 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 600.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 10.52 10.76 3.126 0.40( 0.04) 0.10 3.8 50.00 2 9.97 12.77 2.837 0.40( 0.04) 0.10 4.0 40.00 TOTAL AREA(ACRES) = 4.0 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 10.52 Tc(MIN.) = 10.762 EFFECTIVE AREA(ACRES) = 3.79 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.0 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 600.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 43.00 IS CODE = 91 Page 11 PCPD25 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 239.50 DOWNSTREAM NODE ELEVATION(FEET) = 239.20 CHANNEL LENGTH THRU SUBAREA(FEET) = 50.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.070 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.40 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 11.07 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.39 AVERAGE FLOW DEPTH(FEET) = 0.38 FLOOD WIDTH(FEET) = 29.89 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 0.35 Tc(MIN.) = 11.11 SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) = 1.09 EFFECTIVE AREA(ACRES) = 4.19 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.4 PEAK FLOW RATE(CFS) = 11.42 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.38 FLOOD WIDTH(FEET) = 30.35 FLOW VELOCITY(FEET/SEC.) = 2.39 DEPTH*VELOCITY(FT*FT/SEC) = 0.92 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 43.00 = 650.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 43.00 TO NODE 23.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 237.20 DOWNSTREAM(FEET) = 236.80 FLOW LENGTH(FEET) = 450.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 14.54 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 11.42 PIPE TRAVEL TIME(MIN.) = 0.52 Tc(MIN.) = 11.63 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 23.00 = 1100.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 2 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ Page 12 PCPD25 ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 11.42 11.63 2.992 0.40( 0.04) 0.10 4.2 50.00 2 10.81 13.67 2.730 0.40( 0.04) 0.10 4.4 40.00 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 23.00 = 1100.00 FEET. ** MEMORY BANK # 2 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 13.54 8.58 3.552 0.40( 0.09) 0.23 4.3 20.00 2 13.89 11.43 3.021 0.40( 0.08) 0.20 5.2 30.00 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 23.00 = 810.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 23.57 8.58 3.552 0.40( 0.07) 0.17 7.4 20.00 2 25.23 11.43 3.021 0.40( 0.06) 0.16 9.4 30.00 3 25.17 11.63 2.992 0.40( 0.06) 0.16 9.4 50.00 4 23.32 13.67 2.730 0.40( 0.06) 0.16 9.6 40.00 TOTAL AREA(ACRES) = 9.6 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 25.23 Tc(MIN.) = 11.430 EFFECTIVE AREA(ACRES) = 9.37 AREA-AVERAGED Fm(INCH/HR) = 0.06 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.16 TOTAL AREA(ACRES) = 9.6 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 23.00 = 1100.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 24.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 236.80 DOWNSTREAM(FEET) = 235.80 CHANNEL LENGTH THRU SUBAREA(FEET) = 250.00 CHANNEL SLOPE = 0.0040 CHANNEL BASE(FEET) = 7.00 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 1.50 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.900 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A 2.78 0.40 0.200 32 PUBLIC PARK A 0.29 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.261 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 29.09 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 4.88 AVERAGE FLOW DEPTH(FEET) = 0.85 TRAVEL TIME(MIN.) = 0.85 Tc(MIN.) = 12.28 SUBAREA AREA(ACRES) = 3.07 SUBAREA RUNOFF(CFS) = 7.72 Page 13 PCPD25 EFFECTIVE AREA(ACRES) = 12.44 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.18 TOTAL AREA(ACRES) = 12.7 PEAK FLOW RATE(CFS) = 31.64 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.90 FLOW VELOCITY(FEET/SEC.) = 5.01 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 24.00 = 1350.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 25.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 235.80 DOWNSTREAM(FEET) = 235.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 135.00 CHANNEL SLOPE = 0.0052 CHANNEL BASE(FEET) = 7.00 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 1.00 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.847 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.15 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 31.81 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 5.48 AVERAGE FLOW DEPTH(FEET) = 0.83 TRAVEL TIME(MIN.) = 0.41 Tc(MIN.) = 12.69 SUBAREA AREA(ACRES) = 0.15 SUBAREA RUNOFF(CFS) = 0.34 EFFECTIVE AREA(ACRES) = 12.59 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 12.8 PEAK FLOW RATE(CFS) = 31.64 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.83 FLOW VELOCITY(FEET/SEC.) = 5.45 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 25.00 = 1485.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 25.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 12.69 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.847 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.53 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.53 SUBAREA RUNOFF(CFS) = 3.86 Page 14 PCPD25 EFFECTIVE AREA(ACRES) = 14.12 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.18 TOTAL AREA(ACRES) = 14.4 PEAK FLOW RATE(CFS) = 35.25 **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 26.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 235.10 DOWNSTREAM(FEET) = 234.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 205.00 CHANNEL SLOPE = 0.0049 CHANNEL FLOW THRU SUBAREA(CFS) = 35.25 FLOW VELOCITY(FEET/SEC) = 2.45 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.40 Tc(MIN.) = 14.09 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 26.00 = 1690.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 14.09 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.683 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.29 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.29 SUBAREA RUNOFF(CFS) = 0.61 EFFECTIVE AREA(ACRES) = 14.41 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 TOTAL AREA(ACRES) = 14.6 PEAK FLOW RATE(CFS) = 35.25 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 14.09 RAINFALL INTENSITY(INCH/HR) = 2.68 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 EFFECTIVE STREAM AREA(ACRES) = 14.41 TOTAL STREAM AREA(ACRES) = 14.65 PEAK FLOW RATE(CFS) AT CONFLUENCE = 35.25 **************************************************************************** Page 15 PCPD25 FLOW PROCESS FROM NODE 50.00 TO NODE 51.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 245.00 ELEVATION DATA: UPSTREAM(FEET) = 241.50 DOWNSTREAM(FEET) = 240.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.248 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.634 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.88 0.40 0.100 32 8.25 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.85 TOTAL AREA(ACRES) = 0.88 PEAK FLOW RATE(CFS) = 2.85 **************************************************************************** FLOW PROCESS FROM NODE 51.00 TO NODE 52.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 238.00 DOWNSTREAM(FEET) = 237.50 FLOW LENGTH(FEET) = 125.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 3.62 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 2.85 PIPE TRAVEL TIME(MIN.) = 0.57 Tc(MIN.) = 8.82 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 52.00 = 370.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 52.00 TO NODE 52.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 8.82 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.498 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.21 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.21 SUBAREA RUNOFF(CFS) = 3.77 EFFECTIVE AREA(ACRES) = 2.09 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.1 PEAK FLOW RATE(CFS) = 6.50 Page 16 PCPD25 **************************************************************************** FLOW PROCESS FROM NODE 52.00 TO NODE 53.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 237.50 DOWNSTREAM(FEET) = 236.30 FLOW LENGTH(FEET) = 330.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 8.28 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 6.50 PIPE TRAVEL TIME(MIN.) = 0.66 Tc(MIN.) = 9.49 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 53.00 = 700.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 53.00 TO NODE 53.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 9.49 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.357 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.63 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.63 SUBAREA RUNOFF(CFS) = 4.87 EFFECTIVE AREA(ACRES) = 3.72 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.7 PEAK FLOW RATE(CFS) = 11.10 **************************************************************************** FLOW PROCESS FROM NODE 53.00 TO NODE 54.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 236.50 DOWNSTREAM(FEET) = 236.30 FLOW LENGTH(FEET) = 30.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 14.14 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 11.10 PIPE TRAVEL TIME(MIN.) = 0.04 Tc(MIN.) = 9.52 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 54.00 = 730.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 54.00 TO NODE 54.00 IS CODE = 81 Page 17 PCPD25 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 9.52 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.350 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.51 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.51 SUBAREA RUNOFF(CFS) = 1.52 EFFECTIVE AREA(ACRES) = 4.23 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.2 PEAK FLOW RATE(CFS) = 12.60 **************************************************************************** FLOW PROCESS FROM NODE 54.00 TO NODE 55.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 236.30 DOWNSTREAM(FEET) = 235.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 160.00 CHANNEL SLOPE = 0.0050 CHANNEL FLOW THRU SUBAREA(CFS) = 12.60 FLOW VELOCITY(FEET/SEC) = 1.88 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.42 Tc(MIN.) = 10.95 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 55.00 = 890.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 55.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 10.95 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.096 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.18 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.18 SUBAREA RUNOFF(CFS) = 0.45 EFFECTIVE AREA(ACRES) = 4.41 AREA-AVERAGED Fm(INCH/HR) = 0.05 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.13 TOTAL AREA(ACRES) = 4.4 PEAK FLOW RATE(CFS) = 12.60 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 55.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ Page 18 PCPD25 MAINLINE Tc(MIN.) = 10.95 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.096 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.31 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.31 SUBAREA RUNOFF(CFS) = 0.85 EFFECTIVE AREA(ACRES) = 4.72 AREA-AVERAGED Fm(INCH/HR) = 0.05 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.13 TOTAL AREA(ACRES) = 4.7 PEAK FLOW RATE(CFS) = 12.93 **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 26.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 235.50 DOWNSTREAM(FEET) = 234.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 255.00 CHANNEL SLOPE = 0.0055 CHANNEL FLOW THRU SUBAREA(CFS) = 12.93 FLOW VELOCITY(FEET/SEC) = 1.98 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 2.15 Tc(MIN.) = 13.09 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 26.00 = 1145.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 13.09 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.797 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.30 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.66 EFFECTIVE AREA(ACRES) = 5.02 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.17 TOTAL AREA(ACRES) = 5.0 PEAK FLOW RATE(CFS) = 12.93 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: Page 19 PCPD25 TIME OF CONCENTRATION(MIN.) = 13.09 RAINFALL INTENSITY(INCH/HR) = 2.80 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.17 EFFECTIVE STREAM AREA(ACRES) = 5.02 TOTAL STREAM AREA(ACRES) = 5.02 PEAK FLOW RATE(CFS) AT CONFLUENCE = 12.93 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 35.16 11.26 3.046 0.40( 0.08) 0.21 12.5 20.00 1 35.25 14.09 2.683 0.40( 0.08) 0.20 14.4 30.00 1 35.10 14.29 2.662 0.40( 0.08) 0.20 14.5 50.00 1 32.58 16.40 2.463 0.40( 0.08) 0.19 14.6 40.00 2 12.93 13.09 2.797 0.40( 0.07) 0.17 5.0 50.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 47.30 11.26 3.046 0.40( 0.08) 0.20 16.8 20.00 2 48.15 13.09 2.797 0.40( 0.08) 0.19 18.7 50.00 3 47.64 14.09 2.683 0.40( 0.08) 0.19 19.4 30.00 4 47.40 14.29 2.662 0.40( 0.08) 0.19 19.5 50.00 5 43.92 16.40 2.463 0.40( 0.08) 0.19 19.7 40.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 48.15 Tc(MIN.) = 13.09 EFFECTIVE AREA(ACRES) = 18.75 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 19.7 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 26.00 = 1690.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 27.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 234.10 DOWNSTREAM(FEET) = 233.20 FLOW LENGTH(FEET) = 55.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 24.0 INCH PIPE IS 17.4 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 9.85 GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 2 PIPE-FLOW(CFS) = 48.15 PIPE TRAVEL TIME(MIN.) = 0.09 Tc(MIN.) = 13.19 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 27.00 = 1745.00 FEET. **************************************************************************** Page 20 PCPD25 FLOW PROCESS FROM NODE 27.00 TO NODE 27.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 13.19 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.786 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.51 0.40 0.850 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.51 SUBAREA RUNOFF(CFS) = 1.12 EFFECTIVE AREA(ACRES) = 19.26 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.21 TOTAL AREA(ACRES) = 20.2 PEAK FLOW RATE(CFS) = 48.15 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 70.00 TO NODE 71.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 280.00 ELEVATION DATA: UPSTREAM(FEET) = 241.90 DOWNSTREAM(FEET) = 240.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.937 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.472 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.69 0.40 0.100 32 8.94 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.13 TOTAL AREA(ACRES) = 0.69 PEAK FLOW RATE(CFS) = 2.13 **************************************************************************** FLOW PROCESS FROM NODE 71.00 TO NODE 72.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.90 DOWNSTREAM ELEVATION(FEET) = 239.90 STREET LENGTH(FEET) = 200.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 25.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 Page 21 PCPD25 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 2.66 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.36 HALFSTREET FLOOD WIDTH(FEET) = 11.88 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.74 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.63 STREET FLOW TRAVEL TIME(MIN.) = 1.92 Tc(MIN.) = 10.86 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.110 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.38 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.38 SUBAREA RUNOFF(CFS) = 1.05 EFFECTIVE AREA(ACRES) = 1.07 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.1 PEAK FLOW RATE(CFS) = 2.96 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.37 HALFSTREET FLOOD WIDTH(FEET) = 12.37 FLOW VELOCITY(FEET/SEC.) = 1.79 DEPTH*VELOCITY(FT*FT/SEC.) = 0.67 LONGEST FLOWPATH FROM NODE 70.00 TO NODE 72.00 = 480.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 72.00 TO NODE 73.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 239.90 DOWNSTREAM ELEVATION(FEET) = 239.10 STREET LENGTH(FEET) = 175.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 25.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.34 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.39 HALFSTREET FLOOD WIDTH(FEET) = 13.25 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.78 Page 22 PCPD25 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.70 STREET FLOW TRAVEL TIME(MIN.) = 1.64 Tc(MIN.) = 12.49 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.873 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.30 0.40 0.100 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.76 EFFECTIVE AREA(ACRES) = 1.37 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.4 PEAK FLOW RATE(CFS) = 3.49 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.40 HALFSTREET FLOOD WIDTH(FEET) = 13.54 FLOW VELOCITY(FEET/SEC.) = 1.79 DEPTH*VELOCITY(FT*FT/SEC.) = 0.71 LONGEST FLOWPATH FROM NODE 70.00 TO NODE 73.00 = 655.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 74.00 TO NODE 75.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 230.00 ELEVATION DATA: UPSTREAM(FEET) = 242.10 DOWNSTREAM(FEET) = 240.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.657 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.790 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.64 0.40 0.100 32 7.66 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.16 TOTAL AREA(ACRES) = 0.64 PEAK FLOW RATE(CFS) = 2.16 **************************************************************************** FLOW PROCESS FROM NODE 76.00 TO NODE 77.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 230.00 ELEVATION DATA: UPSTREAM(FEET) = 242.50 DOWNSTREAM(FEET) = 241.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.536 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.824 SUBAREA Tc AND LOSS RATE DATA(AMC II): Page 23 PCPD25 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.51 0.40 0.100 32 7.54 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.74 TOTAL AREA(ACRES) = 0.51 PEAK FLOW RATE(CFS) = 1.74 **************************************************************************** FLOW PROCESS FROM NODE 78.00 TO NODE 79.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 200.00 ELEVATION DATA: UPSTREAM(FEET) = 242.50 DOWNSTREAM(FEET) = 240.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.357 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.211 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.12 0.40 0.100 32 6.36 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 4.20 TOTAL AREA(ACRES) = 1.12 PEAK FLOW RATE(CFS) = 4.20 **************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 81.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 160.00 ELEVATION DATA: UPSTREAM(FEET) = 242.40 DOWNSTREAM(FEET) = 240.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.890 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.397 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.87 0.40 0.100 32 5.89 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 3.41 TOTAL AREA(ACRES) = 0.87 PEAK FLOW RATE(CFS) = 3.41 **************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 82.00 IS CODE = 21 ---------------------------------------------------------------------------- Page 24 PCPD25 >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 150.00 ELEVATION DATA: UPSTREAM(FEET) = 242.40 DOWNSTREAM(FEET) = 241.30 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.029 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.339 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.27 0.40 0.100 32 6.03 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.04 TOTAL AREA(ACRES) = 0.27 PEAK FLOW RATE(CFS) = 1.04 ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.3 TC(MIN.) = 6.03 EFFECTIVE AREA(ACRES) = 0.27 AREA-AVERAGED Fm(INCH/HR)= 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 1.04 ============================================================================ ============================================================================ END OF RATIONAL METHOD ANALYSIS Page 25 HYDROLOGY REPORT August 2017 Pacific Center City of Anaheim, CA APPENDIX 3.2 100-Year Hydrology Study, Proposed Condition PCPD100 ____________________________________________________________________________ **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2014 Advanced Engineering Software (aes) Ver. 21.0 Release Date: 06/01/2014 License ID 1355 Analysis prepared by: Fuscoe Engineering 16795 Von Karman Ave Suite 100 Irvine CA, 92606 ************************** DESCRIPTION OF STUDY ************************** * PACIFIC CENTER - ANAHEIM * * PROPOSED HYDROLOGY * * 100 YEAR EVENT * ************************************************************************** FILE NAME: PCPD100.DAT TIME/DATE OF STUDY: 13:57 07/31/2017 ============================================================================ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ============================================================================ --*TIME-OF-CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* *USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) === ===== ========= ================= ====== ===== ====== ===== ======= 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.50 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)*(Velocity) Constraint = 5.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< Page 1 PCPD100 ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 370.00 ELEVATION DATA: UPSTREAM(FEET) = 243.30 DOWNSTREAM(FEET) = 239.00 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.410 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.593 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) APARTMENTS A 0.89 0.40 0.200 52 8.41 PUBLIC PARK A 0.21 0.40 0.850 52 12.54 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.324 SUBAREA RUNOFF(CFS) = 4.42 TOTAL AREA(ACRES) = 1.10 PEAK FLOW RATE(CFS) = 4.42 **************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 275.00 ELEVATION DATA: UPSTREAM(FEET) = 243.00 DOWNSTREAM(FEET) = 240.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.615 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.862 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) APARTMENTS A 0.58 0.40 0.200 52 7.61 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.200 SUBAREA RUNOFF(CFS) = 2.50 TOTAL AREA(ACRES) = 0.58 PEAK FLOW RATE(CFS) = 2.50 **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 7.61 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.862 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Page 2 PCPD100 LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A 0.37 0.40 0.200 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.200 SUBAREA AREA(ACRES) = 0.37 SUBAREA RUNOFF(CFS) = 1.59 EFFECTIVE AREA(ACRES) = 0.95 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 TOTAL AREA(ACRES) = 0.9 PEAK FLOW RATE(CFS) = 4.09 **************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.10 DOWNSTREAM ELEVATION(FEET) = 238.80 STREET LENGTH(FEET) = 150.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.55 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.39 HALFSTREET FLOOD WIDTH(FEET) = 13.17 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.45 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.96 STREET FLOW TRAVEL TIME(MIN.) = 1.02 Tc(MIN.) = 8.63 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.525 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A 0.23 0.40 0.200 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.200 SUBAREA AREA(ACRES) = 0.23 SUBAREA RUNOFF(CFS) = 0.92 EFFECTIVE AREA(ACRES) = 1.18 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 4.72 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.39 HALFSTREET FLOOD WIDTH(FEET) = 13.39 FLOW VELOCITY(FEET/SEC.) = 2.47 DEPTH*VELOCITY(FT*FT/SEC.) = 0.97 LONGEST FLOWPATH FROM NODE 12.00 TO NODE 14.00 = 425.00 FEET. **************************************************************************** Page 3 PCPD100 FLOW PROCESS FROM NODE 14.00 TO NODE 11.10 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 238.80 DOWNSTREAM ELEVATION(FEET) = 238.50 STREET LENGTH(FEET) = 90.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 84.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 30.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.74 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.48 HALFSTREET FLOOD WIDTH(FEET) = 15.99 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.73 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.82 STREET FLOW TRAVEL TIME(MIN.) = 0.87 Tc(MIN.) = 9.50 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.283 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.01 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.01 SUBAREA RUNOFF(CFS) = 0.04 EFFECTIVE AREA(ACRES) = 1.19 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 TOTAL AREA(ACRES) = 1.2 PEAK FLOW RATE(CFS) = 4.72 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.48 HALFSTREET FLOOD WIDTH(FEET) = 15.94 FLOW VELOCITY(FEET/SEC.) = 1.73 DEPTH*VELOCITY(FT*FT/SEC.) = 0.82 LONGEST FLOWPATH FROM NODE 12.00 TO NODE 11.10 = 515.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 11.10 TO NODE 11.10 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 4.72 9.50 4.283 0.40( 0.08) 0.20 1.2 12.00 Page 4 PCPD100 LONGEST FLOWPATH FROM NODE 12.00 TO NODE 11.10 = 515.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 4.42 8.41 4.593 0.40( 0.13) 0.32 1.1 10.00 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 11.10 = 370.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 8.90 8.41 4.593 0.40( 0.11) 0.26 2.2 10.00 2 8.83 9.50 4.283 0.40( 0.10) 0.26 2.3 12.00 TOTAL AREA(ACRES) = 2.3 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 8.90 Tc(MIN.) = 8.410 EFFECTIVE AREA(ACRES) = 2.15 AREA-AVERAGED Fm(INCH/HR) = 0.11 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.26 TOTAL AREA(ACRES) = 2.3 LONGEST FLOWPATH FROM NODE 12.00 TO NODE 11.10 = 515.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 11.10 TO NODE 11.10 IS CODE = 12 ---------------------------------------------------------------------------- >>>>>CLEAR MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 320.00 ELEVATION DATA: UPSTREAM(FEET) = 242.90 DOWNSTREAM(FEET) = 238.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.540 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.890 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) APARTMENTS A 0.86 0.40 0.200 52 7.54 PUBLIC PARK A 0.38 0.40 0.850 52 11.24 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.399 SUBAREA RUNOFF(CFS) = 5.28 TOTAL AREA(ACRES) = 1.24 PEAK FLOW RATE(CFS) = 5.28 **************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 56 ---------------------------------------------------------------------------- Page 5 PCPD100 >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 238.10 DOWNSTREAM(FEET) = 237.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 150.00 CHANNEL SLOPE = 0.0040 GIVEN CHANNEL BASE(FEET) = 4.00 CHANNEL FREEBOARD(FEET) = 1.0 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.015 *ESTIMATED CHANNEL HEIGHT(FEET) = 1.46 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.625 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.20 0.40 0.100 52 PUBLIC PARK A 0.16 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.433 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 6.00 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 3.26 AVERAGE FLOW DEPTH(FEET) = 0.46 TRAVEL TIME(MIN.) = 0.77 Tc(MIN.) = 8.31 SUBAREA AREA(ACRES) = 0.36 SUBAREA RUNOFF(CFS) = 1.44 EFFECTIVE AREA(ACRES) = 1.60 AREA-AVERAGED Fm(INCH/HR) = 0.16 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.41 TOTAL AREA(ACRES) = 1.6 PEAK FLOW RATE(CFS) = 6.43 GIVEN CHANNEL BASE(FEET) = 4.00 CHANNEL FREEBOARD(FEET) = 1.0 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.015 *ESTIMATED CHANNEL HEIGHT(FEET) = 1.48 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.48 FLOW VELOCITY(FEET/SEC.) = 3.32 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 470.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 30.00 TO NODE 31.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 380.00 ELEVATION DATA: UPSTREAM(FEET) = 243.00 DOWNSTREAM(FEET) = 239.10 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.176 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.668 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) Page 6 PCPD100 COMMERCIAL A 1.66 0.40 0.100 52 8.18 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 6.91 TOTAL AREA(ACRES) = 1.66 PEAK FLOW RATE(CFS) = 6.91 **************************************************************************** FLOW PROCESS FROM NODE 31.00 TO NODE 22.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 239.10 DOWNSTREAM NODE ELEVATION(FEET) = 237.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 360.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 1.00 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.925 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.91 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 10.25 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.08 AVERAGE FLOW DEPTH(FEET) = 0.39 FLOOD WIDTH(FEET) = 30.90 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 2.89 Tc(MIN.) = 11.07 SUBAREA AREA(ACRES) = 1.91 SUBAREA RUNOFF(CFS) = 6.68 EFFECTIVE AREA(ACRES) = 3.57 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.6 PEAK FLOW RATE(CFS) = 12.48 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.41 FLOOD WIDTH(FEET) = 33.33 FLOW VELOCITY(FEET/SEC.) = 2.18 DEPTH*VELOCITY(FT*FT/SEC) = 0.90 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 22.00 = 740.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 22.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 12.48 11.07 3.925 0.40( 0.04) 0.10 3.6 30.00 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 22.00 = 740.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER Page 7 PCPD100 NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 6.43 8.31 4.625 0.40( 0.16) 0.41 1.6 20.00 LONGEST FLOWPATH FROM NODE 20.00 TO NODE 22.00 = 470.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 17.49 8.31 4.625 0.40( 0.09) 0.21 4.3 20.00 2 17.90 11.07 3.925 0.40( 0.08) 0.19 5.2 30.00 TOTAL AREA(ACRES) = 5.2 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 17.90 Tc(MIN.) = 11.066 EFFECTIVE AREA(ACRES) = 5.17 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.21 TOTAL AREA(ACRES) = 5.2 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 22.00 = 740.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 237.50 DOWNSTREAM(FEET) = 236.80 CHANNEL LENGTH THRU SUBAREA(FEET) = 70.00 CHANNEL SLOPE = 0.0100 CHANNEL BASE(FEET) = 4.00 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 1.00 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.888 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.08 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 18.03 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 6.39 AVERAGE FLOW DEPTH(FEET) = 0.70 TRAVEL TIME(MIN.) = 0.18 Tc(MIN.) = 11.25 SUBAREA AREA(ACRES) = 0.08 SUBAREA RUNOFF(CFS) = 0.26 EFFECTIVE AREA(ACRES) = 5.25 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.20 TOTAL AREA(ACRES) = 5.2 PEAK FLOW RATE(CFS) = 17.98 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.70 FLOW VELOCITY(FEET/SEC.) = 6.38 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 23.00 = 810.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 2 <<<<< ============================================================================ Page 8 PCPD100 **************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 41.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 300.00 ELEVATION DATA: UPSTREAM(FEET) = 241.50 DOWNSTREAM(FEET) = 240.60 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.513 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.280 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.69 0.40 0.100 52 9.51 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.63 TOTAL AREA(ACRES) = 0.69 PEAK FLOW RATE(CFS) = 2.63 **************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 42.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.60 DOWNSTREAM ELEVATION(FEET) = 239.50 STREET LENGTH(FEET) = 300.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 40.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.28 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.40 HALFSTREET FLOOD WIDTH(FEET) = 13.75 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.63 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.66 STREET FLOW TRAVEL TIME(MIN.) = 3.06 Tc(MIN.) = 12.57 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.648 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.40 0.40 0.100 52 Page 9 PCPD100 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) = 1.30 EFFECTIVE AREA(ACRES) = 1.09 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.1 PEAK FLOW RATE(CFS) = 3.54 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.41 HALFSTREET FLOOD WIDTH(FEET) = 14.18 FLOW VELOCITY(FEET/SEC.) = 1.66 DEPTH*VELOCITY(FT*FT/SEC.) = 0.68 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 600.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 42.00 IS CODE = 10 ---------------------------------------------------------------------------- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 3 <<<<< ============================================================================ **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 45.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 330.00 ELEVATION DATA: UPSTREAM(FEET) = 241.50 DOWNSTREAM(FEET) = 240.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.358 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.320 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.72 0.40 0.100 52 9.36 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 6.63 TOTAL AREA(ACRES) = 1.72 PEAK FLOW RATE(CFS) = 6.63 **************************************************************************** FLOW PROCESS FROM NODE 45.00 TO NODE 42.00 IS CODE = 91 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 240.20 DOWNSTREAM NODE ELEVATION(FEET) = 239.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 160.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.001 SUBAREA LOSS RATE DATA(AMC III): Page 10 PCPD100 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.15 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 8.68 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.99 AVERAGE FLOW DEPTH(FEET) = 0.37 FLOOD WIDTH(FEET) = 28.97 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.34 Tc(MIN.) = 10.70 SUBAREA AREA(ACRES) = 1.15 SUBAREA RUNOFF(CFS) = 4.10 EFFECTIVE AREA(ACRES) = 2.87 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.9 PEAK FLOW RATE(CFS) = 10.23 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.39 FLOOD WIDTH(FEET) = 30.96 FLOW VELOCITY(FEET/SEC.) = 2.06 DEPTH*VELOCITY(FT*FT/SEC) = 0.80 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 42.00 = 490.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 42.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 3 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 10.23 10.70 4.001 0.40( 0.04) 0.10 2.9 50.00 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 42.00 = 490.00 FEET. ** MEMORY BANK # 3 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 3.54 12.57 3.648 0.40( 0.04) 0.10 1.1 40.00 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 600.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 13.54 10.70 4.001 0.40( 0.04) 0.10 3.8 50.00 2 12.86 12.57 3.648 0.40( 0.04) 0.10 4.0 40.00 TOTAL AREA(ACRES) = 4.0 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 13.54 Tc(MIN.) = 10.698 EFFECTIVE AREA(ACRES) = 3.80 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.0 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 42.00 = 600.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 43.00 IS CODE = 91 Page 11 PCPD100 ---------------------------------------------------------------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA<<<<< ============================================================================ UPSTREAM NODE ELEVATION(FEET) = 239.50 DOWNSTREAM NODE ELEVATION(FEET) = 239.20 CHANNEL LENGTH THRU SUBAREA(FEET) = 50.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.080 PAVEMENT LIP(FEET) = 0.030 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.932 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.40 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 14.24 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.53 AVERAGE FLOW DEPTH(FEET) = 0.41 FLOOD WIDTH(FEET) = 33.09 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 0.33 Tc(MIN.) = 11.03 SUBAREA AREA(ACRES) = 0.40 SUBAREA RUNOFF(CFS) = 1.40 EFFECTIVE AREA(ACRES) = 4.20 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.4 PEAK FLOW RATE(CFS) = 14.70 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.42 FLOOD WIDTH(FEET) = 33.54 FLOW VELOCITY(FEET/SEC.) = 2.54 DEPTH*VELOCITY(FT*FT/SEC) = 1.05 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 43.00 = 650.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 43.00 TO NODE 23.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 237.20 DOWNSTREAM(FEET) = 236.80 FLOW LENGTH(FEET) = 450.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 18.72 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 14.70 PIPE TRAVEL TIME(MIN.) = 0.40 Tc(MIN.) = 11.43 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 23.00 = 1100.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 23.00 IS CODE = 11 ---------------------------------------------------------------------------- >>>>>CONFLUENCE MEMORY BANK # 2 WITH THE MAIN-STREAM MEMORY<<<<< ============================================================================ Page 12 PCPD100 ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 14.70 11.43 3.853 0.40( 0.04) 0.10 4.2 50.00 2 13.94 13.33 3.528 0.40( 0.04) 0.10 4.4 40.00 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 23.00 = 1100.00 FEET. ** MEMORY BANK # 2 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 17.57 8.49 4.568 0.40( 0.09) 0.23 4.4 20.00 2 17.98 11.25 3.888 0.40( 0.08) 0.20 5.2 30.00 LONGEST FLOWPATH FROM NODE 30.00 TO NODE 23.00 = 810.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 30.54 8.49 4.568 0.40( 0.07) 0.17 7.5 20.00 2 32.59 11.25 3.888 0.40( 0.06) 0.16 9.4 30.00 3 32.52 11.43 3.853 0.40( 0.06) 0.16 9.4 50.00 4 30.22 13.33 3.528 0.40( 0.06) 0.16 9.6 40.00 TOTAL AREA(ACRES) = 9.6 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 32.59 Tc(MIN.) = 11.248 EFFECTIVE AREA(ACRES) = 9.38 AREA-AVERAGED Fm(INCH/HR) = 0.06 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.16 TOTAL AREA(ACRES) = 9.6 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 23.00 = 1100.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 24.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 236.80 DOWNSTREAM(FEET) = 235.80 CHANNEL LENGTH THRU SUBAREA(FEET) = 250.00 CHANNEL SLOPE = 0.0040 CHANNEL BASE(FEET) = 7.00 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 1.50 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.741 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN APARTMENTS A 2.78 0.40 0.200 52 PUBLIC PARK A 0.29 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.261 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 37.62 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 5.32 AVERAGE FLOW DEPTH(FEET) = 1.01 TRAVEL TIME(MIN.) = 0.78 Tc(MIN.) = 12.03 SUBAREA AREA(ACRES) = 3.07 SUBAREA RUNOFF(CFS) = 10.05 Page 13 PCPD100 EFFECTIVE AREA(ACRES) = 12.45 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.18 TOTAL AREA(ACRES) = 12.7 PEAK FLOW RATE(CFS) = 41.10 END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 1.07 FLOW VELOCITY(FEET/SEC.) = 5.48 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 24.00 = 1350.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 25.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 235.80 DOWNSTREAM(FEET) = 235.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 135.00 CHANNEL SLOPE = 0.0052 CHANNEL BASE(FEET) = 7.00 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.015 MAXIMUM DEPTH(FEET) = 1.00 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.676 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.15 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 41.32 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 5.98 AVERAGE FLOW DEPTH(FEET) = 0.99 TRAVEL TIME(MIN.) = 0.38 Tc(MIN.) = 12.41 SUBAREA AREA(ACRES) = 0.15 SUBAREA RUNOFF(CFS) = 0.45 EFFECTIVE AREA(ACRES) = 12.60 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 12.8 PEAK FLOW RATE(CFS) = 41.10 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE END OF SUBAREA CHANNEL FLOW HYDRAULICS: DEPTH(FEET) = 0.98 FLOW VELOCITY(FEET/SEC.) = 5.98 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 25.00 = 1485.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 25.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 12.41 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.676 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.53 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.53 SUBAREA RUNOFF(CFS) = 5.01 Page 14 PCPD100 EFFECTIVE AREA(ACRES) = 14.13 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.18 TOTAL AREA(ACRES) = 14.4 PEAK FLOW RATE(CFS) = 45.82 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 45.84 9.66 4.243 0.40( 0.08) 0.19 12.2 20.00 2 45.82 12.41 3.676 0.40( 0.07) 0.18 14.1 30.00 3 45.65 12.59 3.645 0.40( 0.07) 0.18 14.2 50.00 4 42.48 14.52 3.359 0.40( 0.07) 0.18 14.4 40.00 NEW PEAK FLOW DATA ARE: PEAK FLOW RATE(CFS) = 45.84 Tc(MIN.) = 9.66 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 EFFECTIVE AREA(ACRES) = 12.23 **************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 26.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 235.10 DOWNSTREAM(FEET) = 234.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 205.00 CHANNEL SLOPE = 0.0049 CHANNEL FLOW THRU SUBAREA(CFS) = 45.84 FLOW VELOCITY(FEET/SEC) = 2.64 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.30 Tc(MIN.) = 10.95 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 26.00 = 1690.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 10.95 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.948 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.29 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.29 SUBAREA RUNOFF(CFS) = 0.94 EFFECTIVE AREA(ACRES) = 12.52 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.21 TOTAL AREA(ACRES) = 14.6 PEAK FLOW RATE(CFS) = 45.84 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< ============================================================================ Page 15 PCPD100 TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 10.95 RAINFALL INTENSITY(INCH/HR) = 3.95 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.21 EFFECTIVE STREAM AREA(ACRES) = 12.52 TOTAL STREAM AREA(ACRES) = 14.65 PEAK FLOW RATE(CFS) AT CONFLUENCE = 45.84 **************************************************************************** FLOW PROCESS FROM NODE 50.00 TO NODE 51.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 245.00 ELEVATION DATA: UPSTREAM(FEET) = 241.50 DOWNSTREAM(FEET) = 240.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.248 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.644 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.88 0.40 0.100 52 8.25 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 3.65 TOTAL AREA(ACRES) = 0.88 PEAK FLOW RATE(CFS) = 3.65 **************************************************************************** FLOW PROCESS FROM NODE 51.00 TO NODE 52.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 238.00 DOWNSTREAM(FEET) = 237.50 FLOW LENGTH(FEET) = 125.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 4.64 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 3.65 PIPE TRAVEL TIME(MIN.) = 0.45 Tc(MIN.) = 8.70 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 52.00 = 370.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 52.00 TO NODE 52.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ Page 16 PCPD100 MAINLINE Tc(MIN.) = 8.70 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.506 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.21 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.21 SUBAREA RUNOFF(CFS) = 4.86 EFFECTIVE AREA(ACRES) = 2.09 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.1 PEAK FLOW RATE(CFS) = 8.40 **************************************************************************** FLOW PROCESS FROM NODE 52.00 TO NODE 53.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 237.50 DOWNSTREAM(FEET) = 236.30 FLOW LENGTH(FEET) = 330.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 10.69 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 8.40 PIPE TRAVEL TIME(MIN.) = 0.51 Tc(MIN.) = 9.21 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 53.00 = 700.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 53.00 TO NODE 53.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 9.21 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.360 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 1.63 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.63 SUBAREA RUNOFF(CFS) = 6.34 EFFECTIVE AREA(ACRES) = 3.72 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.7 PEAK FLOW RATE(CFS) = 14.46 **************************************************************************** FLOW PROCESS FROM NODE 53.00 TO NODE 54.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ Page 17 PCPD100 ELEVATION DATA: UPSTREAM(FEET) = 236.50 DOWNSTREAM(FEET) = 236.30 FLOW LENGTH(FEET) = 30.00 MANNING'S N = 0.011 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 18.41 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 14.46 PIPE TRAVEL TIME(MIN.) = 0.03 Tc(MIN.) = 9.24 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 54.00 = 730.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 54.00 TO NODE 54.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 9.24 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.352 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.51 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.51 SUBAREA RUNOFF(CFS) = 1.98 EFFECTIVE AREA(ACRES) = 4.23 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.2 PEAK FLOW RATE(CFS) = 16.42 **************************************************************************** FLOW PROCESS FROM NODE 54.00 TO NODE 55.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 236.30 DOWNSTREAM(FEET) = 235.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 160.00 CHANNEL SLOPE = 0.0050 CHANNEL FLOW THRU SUBAREA(CFS) = 16.42 FLOW VELOCITY(FEET/SEC) = 2.01 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 1.33 Tc(MIN.) = 10.57 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 55.00 = 890.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 55.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 10.57 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.030 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.18 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 Page 18 PCPD100 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.18 SUBAREA RUNOFF(CFS) = 0.60 EFFECTIVE AREA(ACRES) = 4.41 AREA-AVERAGED Fm(INCH/HR) = 0.05 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.13 TOTAL AREA(ACRES) = 4.4 PEAK FLOW RATE(CFS) = 16.42 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 55.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 10.57 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.030 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.31 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.31 SUBAREA RUNOFF(CFS) = 1.11 EFFECTIVE AREA(ACRES) = 4.72 AREA-AVERAGED Fm(INCH/HR) = 0.05 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.13 TOTAL AREA(ACRES) = 4.7 PEAK FLOW RATE(CFS) = 16.90 **************************************************************************** FLOW PROCESS FROM NODE 55.00 TO NODE 26.00 IS CODE = 52 ---------------------------------------------------------------------------- >>>>>COMPUTE NATURAL VALLEY CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 235.50 DOWNSTREAM(FEET) = 234.10 CHANNEL LENGTH THRU SUBAREA(FEET) = 255.00 CHANNEL SLOPE = 0.0055 CHANNEL FLOW THRU SUBAREA(CFS) = 16.90 FLOW VELOCITY(FEET/SEC) = 2.12 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) TRAVEL TIME(MIN.) = 2.00 Tc(MIN.) = 12.57 LONGEST FLOWPATH FROM NODE 50.00 TO NODE 26.00 = 1145.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 12.57 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.649 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.30 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.89 EFFECTIVE AREA(ACRES) = 5.02 AREA-AVERAGED Fm(INCH/HR) = 0.07 Page 19 PCPD100 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.17 TOTAL AREA(ACRES) = 5.0 PEAK FLOW RATE(CFS) = 16.90 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 26.00 IS CODE = 1 ---------------------------------------------------------------------------- >>>>>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ============================================================================ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 12.57 RAINFALL INTENSITY(INCH/HR) = 3.65 AREA-AVERAGED Fm(INCH/HR) = 0.07 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.17 EFFECTIVE STREAM AREA(ACRES) = 5.02 TOTAL STREAM AREA(ACRES) = 5.02 PEAK FLOW RATE(CFS) AT CONFLUENCE = 16.90 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 45.84 10.95 3.948 0.40( 0.08) 0.21 12.5 20.00 1 45.82 13.70 3.472 0.40( 0.08) 0.20 14.4 30.00 1 45.65 13.89 3.446 0.40( 0.08) 0.20 14.5 50.00 1 42.48 15.84 3.195 0.40( 0.08) 0.19 14.6 40.00 2 16.90 12.57 3.649 0.40( 0.07) 0.17 5.0 50.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 61.80 10.95 3.948 0.40( 0.08) 0.20 16.9 20.00 2 62.73 12.57 3.649 0.40( 0.08) 0.19 18.7 50.00 3 61.89 13.70 3.472 0.40( 0.08) 0.19 19.4 30.00 4 61.59 13.89 3.446 0.40( 0.08) 0.19 19.5 50.00 5 57.24 15.84 3.195 0.40( 0.08) 0.19 19.7 40.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 62.73 Tc(MIN.) = 12.57 EFFECTIVE AREA(ACRES) = 18.66 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.19 TOTAL AREA(ACRES) = 19.7 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 26.00 = 1690.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 27.00 IS CODE = 41 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< Page 20 PCPD100 >>>>>USING USER-SPECIFIED PIPESIZE (EXISTING ELEMENT)<<<<< ============================================================================ ELEVATION DATA: UPSTREAM(FEET) = 234.10 DOWNSTREAM(FEET) = 233.20 FLOW LENGTH(FEET) = 55.00 MANNING'S N = 0.013 ASSUME FULL-FLOWING PIPELINE PIPE-FLOW VELOCITY(FEET/SEC.) = 9.98 PIPE FLOW VELOCITY = (TOTAL FLOW)/(PIPE CROSS SECTION AREA) GIVEN PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 2 PIPE-FLOW(CFS) = 62.73 PIPE TRAVEL TIME(MIN.) = 0.09 Tc(MIN.) = 12.66 LONGEST FLOWPATH FROM NODE 40.00 TO NODE 27.00 = 1745.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 27.00 IS CODE = 81 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ============================================================================ MAINLINE Tc(MIN.) = 12.66 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.633 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN PUBLIC PARK A 0.51 0.40 0.850 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.850 SUBAREA AREA(ACRES) = 0.51 SUBAREA RUNOFF(CFS) = 1.51 EFFECTIVE AREA(ACRES) = 19.17 AREA-AVERAGED Fm(INCH/HR) = 0.08 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.21 TOTAL AREA(ACRES) = 20.2 PEAK FLOW RATE(CFS) = 62.73 NOTE: PEAK FLOW RATE DEFAULTED TO UPSTREAM VALUE **************************************************************************** FLOW PROCESS FROM NODE 70.00 TO NODE 71.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 280.00 ELEVATION DATA: UPSTREAM(FEET) = 241.90 DOWNSTREAM(FEET) = 240.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.937 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.436 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.69 0.40 0.100 52 8.94 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.73 TOTAL AREA(ACRES) = 0.69 PEAK FLOW RATE(CFS) = 2.73 **************************************************************************** Page 21 PCPD100 FLOW PROCESS FROM NODE 71.00 TO NODE 72.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 240.90 DOWNSTREAM ELEVATION(FEET) = 239.90 STREET LENGTH(FEET) = 200.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 25.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.41 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.39 HALFSTREET FLOOD WIDTH(FEET) = 13.15 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.84 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.72 STREET FLOW TRAVEL TIME(MIN.) = 1.81 Tc(MIN.) = 10.75 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.991 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.38 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.38 SUBAREA RUNOFF(CFS) = 1.35 EFFECTIVE AREA(ACRES) = 1.07 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.1 PEAK FLOW RATE(CFS) = 3.81 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.40 HALFSTREET FLOOD WIDTH(FEET) = 13.74 FLOW VELOCITY(FEET/SEC.) = 1.90 DEPTH*VELOCITY(FT*FT/SEC.) = 0.76 LONGEST FLOWPATH FROM NODE 70.00 TO NODE 72.00 = 480.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 72.00 TO NODE 73.00 IS CODE = 61 ---------------------------------------------------------------------------- >>>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >>>>>(STANDARD CURB SECTION USED)<<<<< ============================================================================ UPSTREAM ELEVATION(FEET) = 239.90 DOWNSTREAM ELEVATION(FEET) = 239.10 STREET LENGTH(FEET) = 175.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 25.00 Page 22 PCPD100 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0150 Manning's FRICTION FACTOR for Back-of-Walk Flow Section = 0.0200 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.30 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.42 HALFSTREET FLOOD WIDTH(FEET) = 14.72 AVERAGE FLOW VELOCITY(FEET/SEC.) = 1.88 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.79 STREET FLOW TRAVEL TIME(MIN.) = 1.55 Tc(MIN.) = 12.30 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.695 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL A 0.30 0.40 0.100 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.99 EFFECTIVE AREA(ACRES) = 1.37 AREA-AVERAGED Fm(INCH/HR) = 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.4 PEAK FLOW RATE(CFS) = 4.51 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.42 HALFSTREET FLOOD WIDTH(FEET) = 14.91 FLOW VELOCITY(FEET/SEC.) = 1.92 DEPTH*VELOCITY(FT*FT/SEC.) = 0.82 LONGEST FLOWPATH FROM NODE 70.00 TO NODE 73.00 = 655.00 FEET. **************************************************************************** FLOW PROCESS FROM NODE 74.00 TO NODE 75.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 230.00 ELEVATION DATA: UPSTREAM(FEET) = 242.10 DOWNSTREAM(FEET) = 240.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.657 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.847 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.64 0.40 0.100 52 7.66 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.77 TOTAL AREA(ACRES) = 0.64 PEAK FLOW RATE(CFS) = 2.77 Page 23 PCPD100 **************************************************************************** FLOW PROCESS FROM NODE 76.00 TO NODE 77.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 230.00 ELEVATION DATA: UPSTREAM(FEET) = 242.50 DOWNSTREAM(FEET) = 241.20 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.536 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.891 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.51 0.40 0.100 52 7.54 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.23 TOTAL AREA(ACRES) = 0.51 PEAK FLOW RATE(CFS) = 2.23 **************************************************************************** FLOW PROCESS FROM NODE 78.00 TO NODE 79.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 200.00 ELEVATION DATA: UPSTREAM(FEET) = 242.50 DOWNSTREAM(FEET) = 240.50 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.357 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.392 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 1.12 0.40 0.100 52 6.36 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 5.39 TOTAL AREA(ACRES) = 1.12 PEAK FLOW RATE(CFS) = 5.39 **************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 81.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 160.00 ELEVATION DATA: UPSTREAM(FEET) = 242.40 DOWNSTREAM(FEET) = 240.90 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 5.890 Page 24 PCPD100 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.633 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.87 0.40 0.100 52 5.89 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 4.38 TOTAL AREA(ACRES) = 0.87 PEAK FLOW RATE(CFS) = 4.38 **************************************************************************** FLOW PROCESS FROM NODE 80.00 TO NODE 82.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ============================================================================ INITIAL SUBAREA FLOW-LENGTH(FEET) = 150.00 ELEVATION DATA: UPSTREAM(FEET) = 242.40 DOWNSTREAM(FEET) = 241.30 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.029 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.558 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL A 0.27 0.40 0.100 52 6.03 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.40 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.34 TOTAL AREA(ACRES) = 0.27 PEAK FLOW RATE(CFS) = 1.34 ============================================================================ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.3 TC(MIN.) = 6.03 EFFECTIVE AREA(ACRES) = 0.27 AREA-AVERAGED Fm(INCH/HR)= 0.04 AREA-AVERAGED Fp(INCH/HR) = 0.40 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 1.34 ============================================================================ ============================================================================ END OF RATIONAL METHOD ANALYSIS Page 25 HYDROLOGY REPORT August 2017 Pacific Center City of Anaheim, CA APPENDIX 4 Soils Map Excerpt HYDROLOGY REPORT August 2017 Pacific Center City of Anaheim, CA APPENDIX 5 Hydrology Maps Existing and Proposed Condition – In Pocket HYDROLOGY REPORT August 2017 Pacific Center City of Anaheim, CA APPENDIX 6 FEMA Map HYDROLOGY REPORT August 2017 Pacific Center City of Anaheim, CA APPENDIX 7 Basin Impact Analysis Appendix G – Preliminary Water Quality Management Plan PRELIMINARY WATER QUALITY MANAGEMENT PLAN (WQMP) PACIFIC CENTER East La Palma Avenue & North Tustin Avenue, Anaheim, California Parcel 1 of PM 253-41 Parcel 1, 2, & 6 of PM 316-7 APN 345-181-03, 08, 09, 12, 17, & 18 OTH2017-00XXX Prepared For HINES 4000 MacArthur Boulevard, Suite 110 Newport Beach, CA 92660 949.313.2200 Prepared By Fuscoe Engineering, Inc. 16795 Von Karman, Suite 100 Irvine, California 92606 949.474.1960 www.fuscoe.com Mark Nero, PE Date Prepared: August 3, 2017 Job Number: 1253.002.01 PR E L I M I N A R Y W A T E R Q U A L I T Y M A N A G E M E N T P L A N ( W Q M P ) PA C I F I C C E N T E R Au g u s t 3 , 2 0 1 7 PR E L I M I N A R Y W A T E R Q U A L I T Y M A N A G E M E N T P L A N ( W Q M P ) PA C I F I C C E N T E R Au g u s t 3 , 2 0 1 7 PR E L I M I N A R Y W A T E R Q U A L I T Y M A N A G E M E N T P L A N ( W Q M P ) PA C I F I C C E N T E R Au g u s t 3 , 2 0 1 7 1253.002.01 1253.002.01 1253.002.01 PRELIMINARY WATER QUALITY MANAGEMENT PLAN (WQMP) PACIFIC CENTER East La Palma Avenue & North Tustin Avenue, Anaheim, County of Orange PARCEL 1 OF PM 253-41 PARCELS 1, 2, & 6 OF PM 316-7 APN 345-181-03, 08, 09, 12, 17, & 18 OTH2017-00XXX Prepared for: HINES 4000 MacArthur Boulevard, Suite 110 Newport Beach, CA 92660 949.313.2200 Prepared by: FUSCOE ENGINEERING, INC. 16795 Von Karman, Suite 100 Irvine, CA 92618 949.474.1960 Mark Nero, PE Date Prepared: February 17, 2017 Date Revised: August 3, 2017 P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER HINES I OWNER’S CERTIFICATION PROJECT OWNER’S CERTIFICATION Permit/Application No.: OTH2017-00XXX Grading Permit No.: Pending Tract/Parcel Map and Lot(s)No.: Parcel 1 of PM 253-41 Parcels 1, 2, & 6 of PM 316-7 Building Permit No.: Pending Address of Project Site and APN: East La Palma Avenue & North Tustin Avenue APN 345-181-03, 08, 09, 12, 17, & 18 This Water Quality Management Plan (WQMP) has been prepared for HINES by FUSCOE ENGINEERING, INC. The WQMP is intended to comply with the requirements of the County of Orange NPDES Stormwater Program requiring the preparation of the plan. The undersigned, while it owns the subject property, is responsible for the implementation of the provisions of this plan , including the ongoing operation and maintenance of all best management practices (BMPs), and will ensure that this plan is amended as appropriate to reflect up-to-date conditions on the site consistent with the current Orange County Drainage Area Management Plan (DAMP) and the intent of the non-point source NPDES Permit for Waste Discharge Requirements for the County of Orange, Orange County Flood Control District and the incorporated Cities of Orange County within the Santa Ana Region. Once the undersigned transfers its interest in the property, its successors-in-interest shall bear the aforementioned responsibility to implement and amend the WQMP. An appropriate number of approved and signed copies of this document shall be available on the subject site in perpetuity. OWNER: Name: TBD – to be provided in the Final WQMP Title: TBD – to be provided in the Final WQMP Company: Hines Address: 4000 MacArthur Boulevard, Suite 110 Email: Telephone #: 949.313.2200 I understand my responsibility to implement the provisions of this WQMP including the ongoing operation and maintenance of the best management practices (BMPs) described herein. Owner Signature: Date: P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER HINES II OWNER’S CERTIFICATION PREPARER (ENGINEER): Name: Mark Nero, PE PE Registration # 80066 Title: Project Manager Company: Fuscoe Engineering, Inc. Address: 16795 Von Karman Ave. Suite 100, Irvine, CA 92606 Email: mnero@fuscoe.com Telephone # 949.474.1960 I hereby certify that this Water Quality Management Plan is in compliance with, and meets the requirements set forth in, Order No. R9-2009-0002/NPDES No. CAS0108740, of the San Diego Regional Water Quality Control Board. Preparer Signature: Date: Place Stamp Here P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES III TABLE OF CONTENTS TABLE OF CONTENTS SECTION I DISCRETIONARY PERMITS AND WATER QUALITY CONDITIONS ........................... 1 SECTION II PROJECT DESCRIPTION ................................................................................... 2 II.1 Project Description ..................................................................................................... 2 II.2 Potential Storm Water Pollutants .................................................................................. 5 II.3 Hydrologic Conditions of Concern ............................................................................... 6 II.4 Post Development Drainage Characteristics ................................................................... 6 II.5 Property Ownership/Management ................................................................................ 7 SECTION III SITE DESCRIPTION ....................................................................................... 8 III.1 Physical Setting .......................................................................................................... 8 III.2 Site Characteristics ..................................................................................................... 8 III.3 Watershed Description .............................................................................................. 10 SECTION IV BEST MANAGEMENT PRACTICES (BMPs) ....................................................... 11 IV.1 Project Performance Criteria ...................................................................................... 11 IV.2 Site Design and Drainage Plan .................................................................................. 12 IV.2.1 Site Design BMPs............................................................................................... 12 IV.2.2 Drainage Management Areas ............................................................................. 13 IV.3 LID BMP Selection and Project Conformance Analysis ................................................... 14 IV.3.1 Hydrologic Source Controls (HSCs) ..................................................................... 14 IV.3.2 Infiltration BMPs ................................................................................................ 15 IV.3.3 Evapotranspiration & Rainwater Harvesting BMPs .................................................. 18 IV.3.4 Biotreatment BMPs ............................................................................................ 19 IV.3.5 Hydromodification Control BMPs......................................................................... 20 IV.3.6 Regional/Sub-Regional LID BMPs ........................................................................ 20 IV.3.7 Treatment Control BMPs .................................................................................... 20 IV.3.8 Non-Structural Source Control BMPs ................................................................... 21 IV.3.9 Structural Source Control BMPs ........................................................................... 23 IV.4 Alternative Compliance Plan ...................................................................................... 25 IV.4.1 Water Quality Credits ........................................................................................ 25 IV.4.2 Alternative Compliance Plan Information .............................................................. 26 SECTION V INSPECTION/MAINTENANCE RESPONSIBILITY FOR BMPs .................................. 27 SECTION VI SITE PLAN AND DRAINAGE PLAN ................................................................. 34 SECTION VII EDUCATIONAL MATERIALS ......................................................................... 36 APPENDICES .................................................................................................................... 37 P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES IV TABLE OF CONTENTS APPENDICES Appendix A ............................................................................................. Supporting Calculations Appendix B .............................................................................. Notice of Transfer of Responsibility Appendix C ................................................................................................. Educational Materials Appendix D ................................................................. BMP Maintenance Supplement / O&M Plan Appendix E .............................................................................................. Conditions of Approval Appendix F ................................................................................................ Infiltration Test Results EXHIBITS & BMP DETAILS (INCLUDED IN SECTION VI) Vicinity Map Site Plan WQMP Exhibit Typical Cross Sections EDUCATIONAL MATERIALS (INCLUDED IN APPENDIX C) The Ocean Begins at Your Front Door Household Tips Proper Disposal of Household Hazardous Waste Recycle at Your Local Used Oil Collection Center (Central County) Tips for Landscaping and Gardening Tips for Pet Care Tips for Pool Maintenance Tips for Protecting Your Watershed Proper Maintenance Practices for Your Business DF-1 Drainage System Operation & Maintenance R-5 Disposal of Pet Waste R-6 Disposal of Green Waste R-8 Water Conservation SD-10 Site Design & Landscape Planning SD-12 Efficient Irrigation SD-13 Storm Drain Signage SD-32 Trash Storage Areas P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 1 DISCRETIONARY PERMITS & WATER QUALITY CONDITIONS SECTION I DISCRETIONARY PERMITS AND WATER QUALITY CONDITIONS PROJECT INFORMATION Permit/Application No.: OTH2017-00XXX Grading or Building Permit No.: Pending Address of Project Site (or Tract Map and Lot Number if no address) and APN: East La Palma Avenue & North Tustin Avenue APN 345-181-03, 08, 09, 12, 17, & 18 WATER QUALITY CONDITIONS OF APPROVAL OR ISSUANCE Discretionary Permit(s): Pending Water Quality Conditions of Approval or Issuance applied to this project: (Please list verbatim.) Pending – to be provided in Final WQMP CONCEPTUAL WQMP Was a Conceptual Water Quality Management Plan previously approved for this project? Not applicable WATERSHED-BASED PLAN CONDITIONS Applicable conditions from watershed - based plans including WIHMPs and TMDLs: None P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 2 PROJECT DESCRIPTION SECTION II PROJECT DESCRIPTION II.1 PROJECT DESCRIPTION The proposed Pacific Center project site encompasses approximately 9.97 acres in the City of Anaheim. The project site is bounded by East La Palma Avenue to the north, North Tustin Avenue to the East, Riverside Freeway (California State Route 91) to the South, and the AT&RR Railroad to the west. A Vicinity Map is included in Section VI. Under existing conditions, the project site is mostly developed as existing commercial building and parking lot, with an undeveloped parcel of land at the corner of PacifiCenter Drive and East La Palma Avenue. Adjacent land uses include commercial to the north and east, a hotel to the south, and residential apartments to the west. The table below summarizes the proposed project. DESCRIPTION OF PROPOSED PROJECT Development Category (Model WQMP, Table 7.11-2; or 7.11-3): Category 8 All significant redevelopment projects, where significant redevelopment is defined as the addition or replacement of 5,000 or more square feet of impervious surface on an already developed site. Redevelopment does not include routine maintenance activities that are conducted to maintain original line and grade, hydraulic capacity, original purpose of the facility, or emergency redevelopment activity required to protect public health and safety. Project Area (ft2): 434,367 ft2 (9.97 acres) # of Dwelling Units: 406 units SIC Code: TBD – to be provided in the Final WQMP Narrative Project Description: Under existing conditions, the project site is mostly developed as commercial and parking lots, with a portion of undeveloped land at the corner of PacifiCenter Drive and East La Palma Avenue. The project site is split into three separate sections, where existing development will be demolished to develop two apartment building complexes within the two sections of the project site next to the railroad, and retail space in the third. The northernmost section labeled “Site A” borders La Palma Avenue and the railroad, and will be a 6- story wrap-around apartment complex. The southernmost section next to the railroad and closest to the Riverside Freeway is labeled “Site B” and will consist of a 5-story wrap-around apartment complex. The third section at the northeastern corner at La Palma Avenue and Tustin Avenue will include development of a retail store with approximately 5,000 ft2 of retail and reconfiguration of the existing at-grade parking lot. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 3 PROJECT DESCRIPTION DESCRIPTION OF PROPOSED PROJECT Project Area: Pervious Area Pervious Area Percentage Impervious Area Impervious Area Percentage Pre-Project Conditions: 2.99 ac 30% 6.98 ac 70% Post-Project Conditions: 1.50 ac 15% 8.47ac 85% Drainage Patterns/ Connections: Under existing conditions, any runoff not naturally infiltrated into the soil in the northern portion of Site A and the entire retail development site will drain in a northerly direction towards La Palma Avenue where it will be intercepted by a catch basin. Flows will continue eastwards along public storm drain lines along La Palma Avenue before draining in a southerly direction towards the Santa Ana River. The remaining portions of Site A and the entire Site B will drain in a southerly direction, comingling with runoff from existing parcels not-a-part of the project site. The comingled runoff drains into a flood control basin located at the southwestern corner of the AT&RR railroad and Riverside Freeway before continuing in a southerly direction towards the Santa Ana River via storm drain outlet. All flows from the entire project site ultimately drains from the Santa Ana River out to the Pacific Ocean. Under proposed conditions, runoff will be conveyed in a manner similar to existing conditions. Runoff from the northern portion of Site A will flow in a northerly direction towards its respective proposed bioretention planter without underdrain where low flows will receive infiltration treatment. Runoff from DMA 2A will flow in a northerly direction where low flows will be treated via pervious pavements, DMA 2B will flow towards the center island for low flow treatment via bioretention planter, and DMA 2C will flow towards the center parking aisle for low flow treatment via pervious pavement. All high flows will overflow and connect to the existing public storm drain line along La Palma Avenue. Runoff from the remaining southern half of Site A and the entire Site B will comingle with off-site drainage and continue to flow in a southerly direction towards the existing flood control basin that will be retrofitted into an infiltration basin for treatment. A forebay will receive the comingled runoff flows and will spill over into the infiltration basin for treatment of low flows. High flows will overflow and continue to drain towards the Santa Ana River. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 4 PROJECT DESCRIPTION PROJECT FEATURES Building Summary: Residential Site A will consist of a 6-story parking structure with a 5-story apartment complex containing 192 units. Site B will consist of a 5-story parking structure with a 5-story apartment complex containing 214 units. Commercial One 5,000 ft2 building is proposed for the retail development site. Specific details to be provided in the Final WQMP. Amenities: The two residential complexes in Site A & B will include recreational courtyards for amenities such as a pool, spa, fireplace BBQ areas, horseshoe pit, and open lawn areas. Both sites will also include a fitness room, club, and leasing room. Details subject to change and will be provided in the Final WQMP. Landscaped Areas: Approximately 15% of the project site will be landscaped, with landscaping proposed adjacent to buildings, parking lots, and within the proposed courtyards in the apartment complexes. Details subject to change and will be provided in the Final WQMP. Parking Facilities: A total of 945 parking spaces are provided for the project site. 361 spots are provided for the apartment complex on Site A, 389 spots are provided for the apartment complex on Site B, and 195 spots are provided for the retail and at- grade parking lot development. Details subject to change and will be provided in the Final WQMP. Other Project Features: The property will include one trash enclosure located at the retail and at-grade parking development. It will be located at the at the planter island within the parking lot. The trash enclosure will be walled on 3 sides with an access gate comprising the remaining side, and covered to preclude precipitation and runoff consistent with local design standards. The two apartment complexes will not have trash enclosures; instead, trash will be managed internally via trash rooms located in the parking garage. The site will not have any loading docks, outdoor storage areas, vehicle/ community car wash racks, vehicle/equipment wash areas, or commercial kitchens/food preparation areas. Outdoor Activities: Outdoor areas throughout the apartment development sites will be used for recreational and open space purposes. Site A will have three courtyards while Site B will have one courtyard for amenities such as a pool, spa, fireplace BBQ areas, horseshoe pit, and open lawn areas. All other outdoor areas for both apartment development sites and the retail site will be used for walkways, common areas and landscaping, and other passive recreational purposes. Details subject to change and will be provided in the Final WQMP. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 5 PROJECT DESCRIPTION PROJECT FEATURES Materials Stored: Materials anticipated to be stored on-site include those associated with a commercial retail and apartment complex building (i.e. cleaning products, storage, etc.); however, no hazardous wastes will be stored on-site. No outdoor storage of materials is anticipated (materials will be stored indoors). Wastes Generated: The project is not anticipated to generate any wastes other than landscape clippings, typical trash, debris and refuse from the tenants. Outdoor trash receptacles will be provided throughout the common areas of the site for the tenants to dispose of their refuse in a proper manner, and property maintenance will provide trash and waste material removal to maintain a trash- free property. All wastes shall be collected and properly disposed of off-site. II.2 POTENTIAL STORM WATER POLLUTANTS The table below, derived from Table 2 of the Countywide Model WQMP Technical Guidance Document (May 2011), summarizes the categories of land use or project features of concern and the general pollutant categories associated with them. Priority Project Categories and/or Features: Attached Residential Development & Commercial Development POLLUTANTS OF CONCERN Pollutant E = Expected to be of concern N =Not Expected to be of concern Additional Information and Comments Suspended Solid/ Sediment E Nutrients E Heavy Metals E Pathogens (Bacteria/Virus) E 303(d) listed impairment Pesticides E Oil & Grease E Toxic Organic Compounds E Trash & Debris E P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 6 PROJECT DESCRIPTION II.3 HYDROLOGIC CONDITIONS OF CONCERN The purpose of this section is to identify any hydrologic conditions of concern (HCOC) with respect to downstream flooding, erosion potential of natural channels downstream, impacts of increased flows on natural habitat, etc. As specified in Section 2.3.3 of the 2011 Model WQMP, projects must identify and mitigate any HCOCs. A HCOC is a combination of upland hydrologic conditions and stream biological and physical conditions that presents a condition of concern for physical and/or biological degradation of streams. In the North Orange County permit area, HCOCs are considered to exist if any streams located downstream from the project are determined to be potentially susceptible to hydromodification impacts and either of the following conditions exists: Post-development runoff volume for the 2-yr, 24-hr storm exceeds the pre-development runoff volume for the 2-yr, 24-hr storm by more than 5 percent or Time of concentration (Tc) of post-development runoff for the 2-yr, 24-hr storm event exceeds the time of concentration of the pre-development condition for the 2-yr, 24-hr storm event by more than 5 percent. If these conditions do not exist or streams are not potentially susceptible to hydromodification impacts, an HCOC does not exist and hydromodification does not need to be considered further. In the North Orange County permit area, downstream channels are considered not susceptible to hydromodification, and therefore do not have the potential for a HCOC, if all downstream conveyance channels that will receive runoff from the project are engineered, hardened, and regularly maintained to ensure design flow capacity, and no sensitive habitat areas will be affected. Is the proposed project potentially susceptible to hydromodification impacts? Yes No (show map) According to Figure XVI-3a within the Technical Guidance Document, the proposed project falls within an area not susceptible to hydromodification impacts. All runoff from the site ultimately drains to the Santa Ana River, which is improved and maintained by the Orange County Flood Control District. A copy of Figure XVI-3c is included in Appendix A. II.4 POST DEVELOPMENT DRAINAGE CHARACTERISTICS Under proposed conditions, runoff will be conveyed in a manner similar to existing conditions. Runoff from the northern portion of Site A will flow in a northerly direction towards its respective proposed bioretention planter without underdrain where low flows will receive infiltration treatment. Runoff from DMA 2A will flow in a northerly direction where low flows will be treated via pervious pavements, DMA 2B will flow towards the center island for low flow treatment via bioretention planter, and DMA 2C will flow towards the center parking aisle for low flow treatment via pervious pavement. All high flows will overflow and connect to the existing public storm drain line along La Palma Avenue. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 7 PROJECT DESCRIPTION Runoff from the remaining southern half of Site A and the entire Site B will comingle with off-site drainage and continue to flow in a southerly direction towards the existing flood control basin that will be retrofitted into an infiltration basin for treatment. A forebay will receive the comingled runoff flows and will spill over into the infiltration basin for treatment of low flows. High flows will overflow and continue to drain towards the Santa Ana River. II.5 PROPERTY OWNERSHIP/MANAGEMENT PROPERTY OWNERSHIP/MANAGEMENT Private Streets: Hines Landscaped Areas: Hines Open Space: Hines Easements: Hines Buildings: Hines Structural BMPs: Hines The Owner, Hines shall assume all BMP maintenance and inspection responsibilities for the proposed project. Inspection and maintenance responsibilities are outlined in Section V of this report. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 8 SITE DESCRIPTION SECTION III SITE DESCRIPTION III.1 PHYSICAL SETTING Planning Area/ Community Name: Pacific Center Address: East La Palma Avenue & North Tustin Avenue Project Area Description: The project site is bounded by East La Palma Avenue to the north, North Tustin Avenue to the East, Riverside Freeway (California State Route 91) to the South, and the AT&RR Railroad to the west. A Vicinity Map is included in Section VI. Land Use: Mixed Use Zoning: SP2015-1 – Anaheim Canyon Acreage: 9.97 Predominant Soil Type: HSG Type A (refer to TGD Figure XVI-2a in Appendix A) Impervious Conditions: Existing Impervious: 70% (30% Pervious) Proposed Impervious: 85% (15% Pervious) City of Anaheim Drainage District No.: Drainage District No. 30 III.2 SITE CHARACTERISTICS Precipitation Zone: 0.90 in/hr (refer to TGD Figure XVI-1 in Appendix A) Topography: The project site is relatively flat. Existing Drainage Patterns/ Connections: Under existing conditions, any runoff not naturally infiltrated into the soil in the northern portion of Site A and the entire retail development site will drain in a northerly direction towards La Palma Avenue where it will be intercepted by a catch basin. Flows will continue eastwards along public storm drain lines along La Palma Avenue before draining in a southerly direction towards the Santa Ana River. The remaining portions of Site A and the entire Site B will drain in a southerly direction, comingling with runoff from existing parcels not-a-part of the project site. The comingled runoff drains into a flood control basin located at the southwestern corner of the AT&RR railroad and Riverside Freeway before draining continuing in a southerly direction towards the Santa Ana River. All flows from the entire project site ultimately drains from the Santa Ana River out to the Pacific Ocean. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 9 SITE DESCRIPTION Proposed Drainage Patterns/ Connections: Under proposed conditions, runoff will be conveyed in a manner similar to existing conditions. Runoff from the northern portion of Site A will flow in a northerly direction towards its respective proposed bioretention planter without underdrain where low flows will receive infiltration treatment. Runoff from DMA 2A will flow in a northerly direction where low flows will be treated via pervious pavements, DMA 2B will flow towards the center island for low flow treatment via bioretention planter, and DMA 2C will flow towards the center parking aisle for low flow treatment via pervious pavement. All high flows will overflow and connect to the existing public storm drain line along La Palma Avenue. Runoff from the remaining southern half of Site A and the entire Site B will comingle with off-site drainage and continue to flow in a southerly direction towards the existing flood control basin that will be retrofitted into an infiltration basin for treatment. A forebay will receive the comingled runoff flows and will spill over into the infiltration basin for treatment of low flows. High flows will overflow and continue to drain towards the Santa Ana River. Soil Type, Geology, and Infiltration Properties: A geotechnical study was performed by Nova, but no formal geotechnical report has been prepared yet. A report will be included in the Final WQMP. Based on preliminary testing done by Nova, the site consisted mainly loose to medium dense silty sands generally in the upper 5 feet where the soil is graded to a fine to medium sand to the bottom of excavations. Hydrogeologic (Groundwater) Conditions: A site-specific groundwater depth will be provided in the Final WQMP alongside the formal geotechnical report. Groundwater levels are estimated to be greater than 30 feet below ground surface (bgs) per TGD Figure XVI-2s. Geotechnical Conditions (relevant to infiltration): An infiltration test was performed by Nova, which provided five boring hole test sites along with design infiltration rates between 1 and 9.5 in/hr, with a Safety Factor of 2 already included in the infiltration rate. Three of the infiltration rates were used for infiltration BMP calculation, based on proximity of the proposed BMP to location of the infiltration test sites, namely infiltration rates of 4.4 in/hr, 5.3 in/hr, and 7 in/hr. Additionally, a new Safety Factor was applied for a more conservative estimate of the design infiltration rate. Off-Site Drainage: Under existing conditions, Site A & B receives run-on from the railroad. Off-site drainage from surrounding existing developments also comingles with runoff from Site A & B. The retail and at-grade parking lot development site also receives a portion of runoff from the existing buildings. Refer to WQMP exhibit for drainage area boundaries that include off-side drainage. A total of 14.19 acres of generates run-on that will comingle with the project site runoff. Utility and Infrastructure Information: Dry and wet utilities will be incorporated into the proposed project and will tie into existing facilities associated with the existing development. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 10 SITE DESCRIPTION III.3 WATERSHED DESCRIPTION Receiving Waters: Santa Ana River, Reach 2 & 1 303(d) Listed Impairments: Santa Ana River, Reach 2: indicator bacteria Santa Ana River, Reach 1: none Applicable TMDLs: None Pollutants of Concern for the Project: Suspended Solids/Sediment Nutrients Heavy Metals Pathogens (Bacteria/Virus) 303(d) Listed Impairment for Pathogens Pesticides Oil & Grease Toxic Organic Compounds Trash & Debris Hydrologic Conditions of Concern (HCOCs): There are no Environmentally Sensitive Areas (ESAs) or Areas of Special Biological Significance (ASBS) within the project site or within the project’s vicinity. The project is not subject to CA Coastal Commission jurisdiction. Environmentally Sensitive and Special Biological Significant Areas: There are no on-site contaminations located within 1,000 feet of the project site. Existing Water Quality Conditions: No LUST cleanup sites are located within 250 feet of the proposed infiltration BMP locations. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 11 BEST MANAGEMENT PRACTICES SECTION IV BEST MANAGEMENT PRACTICES (BMPs) IV.1 PROJECT PERFORMANCE CRITERIA Is there an approved WIHMP or equivalent for the project area that includes more stringent LID feasibility criteria or if there are opportunities identified for implementing LID on regional or sub- regional basis? Yes No PROJECT PERFORMANCE CRITERIA Hydromodification Control Performance Criteria: (Model WQMP Section 7.II-2.4.2.2) If a hydrologic condition of concern (HCOC) exists, priority projects shall implement onsite or regional hydromodification controls such that: Post-development runoff volume for the two-year frequency storm does not exceed that of the predevelopment condition by more than five percent, and Time of concentration of post-development runoff for the two-year storm event is not less than that for the predevelopment condition by more than five percent. Where the Project WQMP documents that excess runoff volume from the two-year runoff event cannot feasibly be retained and where in-stream controls cannot be used to otherwise mitigate HCOCs, the project shall implement on-site or regional hydromodification controls to: Retain the excess volume from the two-year runoff event to the MEP, and Implement on-site or regional hydromodification controls such that the post-development runoff two-year peak flow rate is no greater than 110 percent of the predevelopment runoff two-year peak flow rate. LID Performance Criteria: (Model WQMP Section 7.II-2.4.3) Infiltrate, harvest and use, evapotranspire, or biotreat/biofilter, the 85th percentile, 24-hour storm event (Design Capture Volume). LID BMPs must be designed to retain, on-site, (infiltrate, harvest and use, or evapotranspire) storm water runoff up to 80 percent average annual capture efficiency. Treatment Control BMP Performance Criteria: (Model WQMP Section 7.II-3.2.2) If it is not feasible to meet LID performance criteria through retention and/or biotreatment provided on-site or at a sub-regional/regional scale, then treatment control BMPs shall be provided on-site or offsite prior to discharge to waters of the US. Sizing of treatment control BMP(s) shall be based on either the unmet volume after claiming applicable water quality credits, if appropriate. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 12 BEST MANAGEMENT PRACTICES PROJECT PERFORMANCE CRITERIA LID Design Storm Capture Volume: DCV = C × d × A × 43560 sf/ac × 1/12 in/ft Where: DCV = design storm capture volume, cu-ft C = runoff coefficient = (0.75 × imp + 0.15) Imp = impervious fraction of drainage area (ranges from 0 to 1) d = storm depth (inches) A = tributary area (acres) Imp = 90% d = 0.90 inches A = 24.16 acres DCV = (0.75 x 0.90 +0.15) x 0.90 inches x 24.16 ac x 43560 sf/ac x 1/12 in/ft = 65,110 ft3 Refer to Section IV.2.2 for specific Drainage Manage Area (DMA) breakdown and Appendix A for detailed calculations (Worksheet B). Drainage area for DCV includes areas of off-site drainage. Refer to WQMP exhibit in Section VI for further detail. IV.2 SITE DESIGN AND DRAINAGE PLAN The following section describes the site design BMPs used in this project and the methods used to incorporate them. Careful consideration of site design is a critical first step in storm water pollution prevention from new developments and redevelopments. IV.2.1 Site Design BMPs Minimize Impervious Area Impervious surfaces have been minimized by incorporating landscaped areas throughout the site surrounding the proposed building. Landscaping will be provided throughout the site within the common areas as well as around the perimeter of the building. Maximize Natural Infiltration Capacity Infiltration is deemed feasible for the project site and is maximized via infiltration basin, pervious pavement, and bioretention without underdrain treatment for the entire drainage area. Refer to Section IV.3.2 for further information. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 13 BEST MANAGEMENT PRACTICES Preserve Existing Drainage Patterns and Time of Concentration Runoff from the site will continue to flow similar to existing conditions. Low-flows and first-flush runoff will drain to infiltration basin, pervious pavement, and bioretention planter without drains for water quality treatment via infiltration. Disconnect Impervious Areas Landscaping will be provided adjacent to sidewalks and between the proposed buildings. Low-flows and first-flush runoff will drain to infiltration basin, pervious pavement, and bioretention planter without underdrains for water quality treatment via infiltration. Refer to Section IV.3.2 for further details. Protect Existing Vegetation and Sensitive Areas, and Revegetate Disturbed Areas There are no existing vegetated or sensitive areas to preserve on the project site. All disturbed areas will either be paved or landscaped. Xeriscape Landscaping Xeriscape landscaping is not proposed for the project. However, native and/or tolerant landscaping will be incorporated into the site design consistent with City guidelines. IV.2.2 Drainage Management Areas In accordance with the MS4 permit and the 2011 Model WQMP, the project site has been divided into Drainage Management Areas (DMAs) to be utilized for defining drainage areas and sizing LID and other treatment control BMPs. DMAs have been delineated based on the proposed site grading patterns, drainage patterns, storm drain and catch basin locations. The design capture volumes (DCV) and treatment flow rates (QDesign) for each DMA are summarized in the table below. These have been derived utilizing the “Simple Method” in accordance with the TGD Section III.1.1. Actual BMP sizing requirements, including 80 percent capture design volumes, flow rates, depths, and other design details for the specific BMPs proposed are provided in Section IV.3.2 below. Locations of DMAs and associated LID and treatment BMPs are identified on the exhibits in Section VI. Additional calculations and TGD Worksheets are provided in Appendix A. DRAINAGE MANAGEMENT AREAS (DMAs) DMA/ Drainage Area ID(1) Tributary Drainage Area (ft2) Tributary Drainage Area (ac) % Imp. Design Storm Depth(2) (in) Estimated Tc (min) Rainfall Intensity(3) (in/hr) Simple Method DCV(4) (ft3) QDesign (5) (cfs) DMA 1 78,795.0 1.81 85% 0.90 5 0.26 4,657 0.371 DMA 2A 50,094.0 1.15 90% 0.90 5 0.26 3,100 0.247 DMA 2B 48,787.2 1.12 95% 0.90 5 0.26 3,158 0.251 DMA 2C 37,897.2 0.87 90% 0.90 5 0.26 2,345 0.187 P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 14 BEST MANAGEMENT PRACTICES DMA 3 836,700.0 19.21 90% 0.90 5 0.26 51,771 4.120 TOTAL 1,052,273 24.16 90% 0.90 5 0.26 65,110 5.182 Notes: 1. Refer to exhibits in Section VI for locations of each DMA. 2. Per Figure XVI-1 of the Technical Guidance Document, dated May 19, 2011. See also Appendix A. 3. Per Figure III.4 of the Technical Guidance Document, dated May 19, 2011. See also Appendix A. 4. Per Section III.1.1 of the Technical Guidance Document. 5. Per Section III.3.3 and Worksheet D of the Technical Guidance Document. As previously noted, the drainage areas include areas of off-site drainage that will be treated by proposed project site BMPs. Refer to WQMP exhibit in Section VI for further information. IV.3 LID BMP SELECTION AND PROJECT CONFORMANCE ANALYSIS Low Impact Development (LID) BMPs are required in addition to site design measures and source controls to reduce pollutants in storm water discharges. LID BMPs are engineered facilities that are designed to retain or biotreat runoff on the project site. The 4th Term MS4 Storm Water Permit (Order R8-2009-0030) requires the evaluation and use of LID features using the following hierarchy of treatment: infiltration, evapotranspiration, harvest/reuse, and biotreatment. The following sections summarize the LID BMPs proposed for the project in accordance with the permit hierarchy and performance criteria outlined in Section IV.1. IV.3.1 Hydrologic Source Controls (HSCs) Hydrologic source controls (HSCs) can be considered to be a hybrid between site design practices and LID BMPs. HSCs are distinguished from site design BMPs in that they do not reduce the tributary area or reduce the imperviousness of a drainage area; rather they reduce the runoff volume that would result from a drainage area with a given imperviousness compared to what would result if HSCs were not used. HYDROLOGIC SOURCE CONTROLS ID Name Included? HSC-1 Localized on-lot infiltration HSC-2 Impervious area dispersion (e.g. roof top disconnection) HSC-3 Street trees (canopy interception) HSC-4 Residential rain barrels (not actively managed) HSC-5 Green roofs/Brown roofs HSC-6 Blue roofs HSC-7 Impervious area reduction (e.g. permeable pavers, site design) P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 15 BEST MANAGEMENT PRACTICES HSCs were not incorporated into the project’s design at this stage in the project’s development. Any HSC’s will be accounted for during final design and the cumulative volume of the HSC’s will be subtracted from the required treatment volume in the Final WQMP. IV.3.2 Infiltration BMPs Infiltration BMPs are LID BMPs that capture, store and infiltrate storm water runoff. These BMPs are engineered to store a specified volume of water and have no design surface discharge (underdrain or outlet structure) until this volume is exceeded. Examples of infiltration BMPs include infiltration trenches, bioretention without underdrains, drywells, permeable pavement, and underground infiltration galleries. INFILTRATION ID Name Included? INF-3 INF-4 Bioretention Without Underdrains Rain Gardens Porous Landscaping Infiltration Planters Retention Swales INF-2 Infiltration Trenches INF-1 Infiltration Basins INF-5 Drywells INF-7 Subsurface Infiltration Galleries -- French Drains INF-6 Permeable Asphalt Permeable Concrete Permeable Concrete Pavers Other: Infiltration was deemed feasible based on preliminary tests performed by Nova, with design infiltration rates ranging between 1 in/hr and 9.5 in/hr, with a Safety Factor of 2 already included in the rate. Three infiltration rates (7 in/hr, 4.4 in/hr, and 5.3 in/hr) were chosen for sizing purposes, based on the location of testing site to the location of the proposed BMPs. Respectively, these rates have a measured infiltration rate of 14 in/hr, 8.8 in/hr, and 10.6 in/hr and will be using a more conservative Safety Factor of 3.13 for the design infiltration rate. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 16 BEST MANAGEMENT PRACTICES Bioretention Planters without Underdrain Bioretention planters without underdrains will be integrated into the landscaping areas to filter/treat runoff from the proposed building and hardscape areas prior to discharging off-site. Bioretention planters without underdrains are plant-based infiltration systems that typically consist of a ponding area, mulch layer, planting soils and plants. As storm water passes down through the planting soil, pollutants are filtered, adsorbed, biodegraded and sequestered by the soil and plants. Treated runoff will then continue to percolate through the native soils to recharge the groundwater basin below. An underdrain Two bioretention planters are proposed for the project site, with one located at the corner of the railroad and La Palma Avenue to treat runoff from DMA 1, and another located at the center planter island to treat DMA 2B. Flows from DMA 1 will flow in a northerly direction towards the bioretention planter, where low flows will receive infiltration treatment, while flows from DMA 2B will flow towards the planter in the center of DMA 2B for low flow treatment. High flows beyond the ponding depth in DMA 1 will overflow into a riser pipe and connect directly to the existing public storm drain line along La Palma Avenue. High flows beyond the ponding depth in DMA 2B will overflow from the planter as surface flows and drain towards the existing catch basin along La Palma Avenue. Both bioretention planters will have 6 inches of ponding depth, 2 feet of media layer, and 1 foot of gravel. In accordance with the Model WQMP and TGD, the bioretention/infiltration BMPs will be sized to treat runoff from the Design Capture Storm (85th percentile, 24-hour). The bioretention planters have been sized utilizing the “Capture Efficiency Method for Volume-Based, Constant Drawdown BMPs” in accordance with TGD Section III.3.2 and Worksheet C, to achieve the target capture efficiency of 80%. Two bioretention planters will be installed in the landscaped areas and each bioretention planter will have an effective depth of 6 inches. Detailed calculations and associated TGD Worksheets are included in Appendix A. Refer to Water Quality Management Plan Site Map located in Section 6, for locations. Operation and maintenance details are included in Section V and Appendix D (O&M Plan). BIORETENTION PLANTER DESIGN SUMMARY DMA(1) and BMP used Drain age Area (ac) Design Infiltration Rate (in/hr) 80% Capture Efficiency Method DCV(2,3) (ft3) BMP Effective Depth(2) Effective Depth Draw- down (hr) BMP Footprint Provided (ft2) Total BMP Volume capacity (ft3) GIS Coordinate DMA 1 1.81 4.47 1,164 1.3 3.49 900 1,170 33.855259, -117.838846 DMA 2B 1.12 2.81 1,168 1.3 5.55 1,178 1,531 33.854785, -117.838237 Notes: 1. Refer to WQMP Exhibit in Section VI for locations of DMA and BMPs. 2. Per Figure III.2 of the TGD. 3. Per Worksheet C, “Determining Capture Efficiency of Volume Based, Constant Drawdown BMP based on Design Volume. Copies are included in Appendix A. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 17 BEST MANAGEMENT PRACTICES Infiltration Basin An infiltration basin is a shallow impoundment that is designed to infiltrate stormwater. Infiltration basins use the natural filtering ability of the soil to remove pollutants in stormwater runoff. Infiltration facilities store runoff until it gradually exfiltrates through the soil and eventually into the water table. This practice has high pollutant removal efficiency and can also help recharge groundwater, thus helping to maintain low flows in stream systems. One infiltration basin is proposed to treat DMA 3 and will be located at the corner of the railroad and Riverside Freeway, where the existing flood control basin will be converted into an infiltration basin. Runoff from DMA 3 will sheet flow in a southerly direction towards two forebays prior to spilling over into the infiltration basin. The basin will have a ponding depth of 2 feet below the outlet feeding into the basin, and a footprint of 10,900 ft2. Any high flows beyond the ponding depth will spill over into the existing receiving outlet that connects to the Santa Ana River. In accordance with the Model WQMP and TGD, the infiltration basin BMP will be sized to treat runoff from the Design Capture Storm (85th percentile, 24-hour). The bioretention planters have been sized utilizing the “Capture Efficiency Method for Volume-Based, Constant Drawdown BMPs” in accordance with TGD Section III.3.2 and Worksheet C, to achieve the target capture efficiency of 80%. Detailed calculations and associated TGD Worksheets are included in Appendix A. Refer to Water Quality Management Plan Site Map located in Section 6, for locations. Operation and maintenance details are included in Section V and Appendix D (O&M Plan). INFILTRATION BASIN DESIGN SUMMARY DMA(1) and BMP used Drain age Area (ac) Design Infiltration Rate (in/hr) 80% Capture Efficiency Method DCV(2,3) (ft3) BMP Effective Depth(2) Effective Depth Draw- down (hr) BMP Footprint Provided (ft2) Total BMP Volume capacity (ft3) GIS Coordinate DMA 3 19.21 3.39 21,744 2 3.49 10,900 21,800 33.851982, -117.840929 Notes: 4. Refer to WQMP Exhibit in Section VI for locations of DMA and BMPs. 5. Per Figure III.2 of the TGD. 6. Per Worksheet C, “Determining Capture Efficiency of Volume Based, Constant Drawdown BMP based on Design Volume. Copies are included in Appendix A. Pervious Pavement Pervious pavement provides a surface suitable for light-loads and parking areas in which water can drain through pore spaces to an underlying rock reservoir underneath. The sub-surface base allows for physical and microbial filtering processes to take place thereby removing pollutants such as particulates, organics, hydrocarbons and total suspended sediments, including attached heavy metals. Pervious pavement will be installed in one parking aisle each for DMA 2A & C. Surface flows from DMA 2A will be conveyed in a northerly direction towards the BMP, while surface flows from DMA 2C will converge towards the center parking aisle where low flows will be infiltrated for treatment. High P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 18 BEST MANAGEMENT PRACTICES flows not infiltrated will overflow as surface runoff and drain towards the existing catch basin along La Palma Avenue. The pervious pavement will have a depth of 1 foot at 40% porosity to treat the drainage area’s 80& Capture Efficiency DCV. At an infiltration rate of 2.81 in/hr and BMP effective depth of 0.4 foot, the drawdown time is approximately 1.71 hours. Since drawdown times will be less than 48 hours, the pervious pavement has been sized utilizing the “Capture Efficiency Method for Volume-Based, Constant Drawdown BMPs” in accordance with TGD Section III.3.2 and Worksheet C, to achieve the target capture efficiency of 80%. Additionally, a conservative estimate of 3-hour drawdown time was utilized to calculate the adjusted 80% capture efficiency DCV. Detailed calculations and associated TGD Worksheets are included in Appendix A. BMP sizing is summarized below. PERVIOUS PAVEMENT DESIGN SUMMARY DMA(1) and BMP used Drain age Area (ac) Design Infiltration Rate (in/hr) 80% Capture Efficiency Method DCV(2,3) (ft3) BMP Effective Depth(2) Effective Depth Draw- down (hr)(4) BMP Footprint Provided (ft2) Total BMP Volume capacity (ft3) GIS Coordinate DMA 2A 1.15 2.81 775 0.4 3 3,052 1,221 33.855275, -117.838146 DMA 2C 0.87 3 586 0.4 3 1,521 608 33.854832, -117.837927 Notes: 1. Refer to WQMP Exhibit in Section VI for locations of DMA and BMPs. 2. Per Figure III.2 of the TGD. 3. Per Worksheet C, “Determining Capture Efficiency of Volume Based, Constant Drawdown BMP based on Design Volume. Copies are included in Appendix A. 4. Actual infiltration rate of 1.71 hours calculated, however, conservative 3 hours is used for calculation for capture efficiency. IV.3.3 Evapotranspiration & Rainwater Harvesting BMPs Evapotranspiration (ET) BMPs are a class of retention BMPs that discharges stored volume predominately to ET, though some infiltration may occur. ET includes both evaporation and transpiration, and ET BMPs may incorporate one or more of these processes. BMPs must be designed to achieve the maximum feasible ET, where required to demonstrate that the maximum amount of water has been retained on-site. Since ET is not the sole process in these BMPs, specific design and sizing criteria have not been developed for ET-based BMPs. EVAPOTRANSPIRATION ID Name Included? -- HSCs, see Section IV.3.1 -- Surface-based infiltration BMPs -- Biotreatment BMPs, see Section VI.3.4 P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 19 BEST MANAGEMENT PRACTICES EVAPOTRANSPIRATION ID Name Included? Other: Since infiltration will be utilized for retaining the design capture volume on-site, evapotranspiration BMPs were not incorporated into the project’s design. Harvest and use (aka. Rainwater Harvesting) BMPs are LID BMPs that capture and store storm water runoff for later use. These BMPs are engineered to store a specified volume of water and have no design surface discharge until this volume is exceeded. Harvest and use BMPs include both above- ground and below-ground cisterns. Examples of uses for harvested water include irrigation, toilet and urinal flushing, vehicle washing, evaporative cooling, industrial processes and other non-potable uses. HARVEST & REUSE / RAINWATER HARVESTING ID Name Included? HU-1 Above-ground cisterns and basins HU-2 Underground detention -- Other: Since infiltration will be utilized for retaining the design capture volume on-site, harvest and re-use BMPs were not incorporated into the project’s design. IV.3.4 Biotreatment BMPs Biotreatment BMPs are a broad class of LID BMPs that reduce storm water volume to the maximum extent practicable, treat storm water using a suite of treatment mechanisms characteristic of biologically active systems, and discharge water to the downstream storm drain system or directly to receiving waters. Treatment mechanisms include media filtration (though biologically-active media), vegetative filtration (straining, sedimentation, interception, and stabilization of particles resulting from shallow flow through vegetation), general sorption processes (i.e., absorption, adsorption, ion- exchange, precipitation, surface complexation), biologically-mediated transformations, and other processes to address both suspended and dissolved constituents. Examples of biotreatment BMPs include bioretention with underdrains, vegetated swales, constructed wetlands, and proprietary biotreatment systems. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 20 BEST MANAGEMENT PRACTICES BIOTREATMENT ID Name Included? BIO-1 Bioretention with underdrains Storm Water planter boxes with underdrains Rain gardens with underdrains BIO-5 Constructed wetlands BIO-2 Vegetated swales BIO-3 Vegetated filter strips BIO-7 Proprietary vegetated biotreatment systems BIO-4 Wet extended detention basin BIO-6 Dry extended detention basins -- Other: Since infiltration will be utilized for retaining the design capture volume on-site, biotreatment BMPs were not incorporated into the project’s design. IV.3.5 Hydromodification Control BMPs Not applicable. Refer to Section II.3 for further information. IV.3.6 Regional/Sub-Regional LID BMPs Not applicable. LID BMPs (infiltration) will be utilized for water quality treatment on-site in accordance with the MS4 Permit hierarchy identified at the beginning of this Section. IV.3.7 Treatment Control BMPs Treatment control BMPs can only be considered if the project conformance analysis indicates that it is not feasible to retain the full design capture volume with LID BMPs. TREATMENT CONTROL BMPs ID Name Included? TRT-1 Sand Filters TRT-2 Cartridge Media Filter PRE-1 Hydrodynamic Separation Device P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 21 BEST MANAGEMENT PRACTICES TREATMENT CONTROL BMPs ID Name Included? PRE-2 Catch Basin Insert Other: Since infiltration will be utilized for retaining the design capture volume on-site, treatment control BMPs were not incorporated into the project’s design. IV.3.8 Non-Structural Source Control BMPs The table below indicates all BMPs to be incorporated in the project. For those designated as not applicable (N/A), a brief explanation why is provided. NON-STRUCTURAL SOURCE CONTROL BMPs ID Name Included? Not Applicable? If Not Applicable, Provide Brief Reason N1 Education for Property Owners, Tenants and Occupants N2 Activity Restrictions N3 Common Area Landscape Management N4 BMP Maintenance N5 Title 22 CCR Compliance (How development will comply) Non-industrial development. N6 Local Water Quality Permit Compliance Not Applicable. N7 Spill Contingency Plan Hazardous materials will not be stored on-site. N8 Underground Storage Tank Compliance Hazardous materials will not be stored on-site. N9 Hazardous Materials Disclosure Compliance Hazardous materials will not be stored on-site. N10 Uniform Fire Code Implementation Hazardous materials will not be stored on-site. N11 Common Area Litter Control N12 Employee Training P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 22 BEST MANAGEMENT PRACTICES NON-STRUCTURAL SOURCE CONTROL BMPs ID Name Included? Not Applicable? If Not Applicable, Provide Brief Reason N13 Housekeeping of Loading Docks No loading docks are proposed. N14 Common Area Catch Basin Inspection N15 Street Sweeping Private Streets and Parking Lots N16 Retail Gasoline Outlets No gasoline outlets are proposed. N1, Education for Property Owners, Tenants and Occupants Educational materials will be provided to tenants, including brochures and restrictions to reduce pollutants from reaching the storm drain system. Examples include tips for pet care, household tips, and proper household hazardous waste disposal. Tenants will be provided with these materials by the property management prior to occupancy, and periodically thereafter. Refer to Section VII for a list of materials available and attached to this WQMP. Additional materials are available through the County of Orange Stormwater Program website (http://ocwatersheds.com/PublicEd/) and the California Stormwater Quality Association’s (CASQA) BMP Handbooks (https://www.casqa.org/resources/bmp-handbooks). N2, Activity Restrictions The Owner shall develop ongoing activity restrictions that include those that have the potential to create adverse impacts on water quality. Activities include, but are not limited to: handling and disposal of contaminants, fertilizer and pesticide application restrictions, litter control and pick-up, and vehicle or equipment repair and maintenance in non-designated areas, as well as any other activities that may potentially contribute to water pollution. N3, Common Area Landscape Management Management programs will be designed and implemented by the Owner to maintain all the common areas within the project site. These programs will cover how to reduce the potential pollutant sources of fertilizer and pesticide uses, utilization of water-efficient landscaping practices and proper disposal of landscape wastes by the owner/developer and/or contractors. N4, BMP Maintenance The Owner will be responsible for the implementation and maintenance of each applicable non- structural BMP, as well as scheduling inspections and maintenance of all applicable structural BMP facilities through its staff, landscape contractor, and/or any other necessary maintenance contractors. Details on BMP maintenance are provided in Section V of this WQMP, and the O&M Plan is included in Appendix D. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 23 BEST MANAGEMENT PRACTICES N11, Common Area Litter Control The Owner will be responsible for performing trash pickup and sweeping of littered common areas on a weekly basis or whenever necessary. Responsibilities will also include noting improper disposal materials by the public and reporting such violations for investigation. N12, Employee Training All employees of the Owner and any contractors will require training to ensure that employees are aware of maintenance activities that may result in pollutants reaching the storm drain. Training will include, but not be limited to, spill cleanup procedures, proper waste disposal, housekeeping practices, etc. N14, Common Area Catch Basin Inspection All on-site catch basin inlets and drainage facilities shall be inspected and maintained by the Owner at least once a year, prior to the rainy season, no later than October 1st of each year. N15, Street Sweeping Private Streets and Parking Lots The Owner shall be responsible for sweeping all on-site streets and parking structures within the project on a quarterly basis. IV.3.9 Structural Source Control BMPs The table below indicates all BMPs to be incorporated in the project. For those designated as not applicable (N/A), a brief explanation why is provided. STRUCTURAL SOURCE CONTROL BMPs ID Name Included? Not Applicable? If Not Applicable, Provide Brief Reason S1 SD-13 Provide storm drain system stenciling and signage S2 SD-34 Design and construct outdoor material storage areas to reduce pollution introduction No outdoor storage area proposed S3 SD-32 Design and construct trash and waste storage areas to reduce pollution introduction S4 SD-12 Use efficient irrigation systems & landscape design, water conservation, smart controllers, and source control S5 Protect slopes and channels and provide energy dissipation No slopes proposed on site P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 24 BEST MANAGEMENT PRACTICES STRUCTURAL SOURCE CONTROL BMPs ID Name Included? Not Applicable? If Not Applicable, Provide Brief Reason S6 SD-31 Properly Design: Dock areas No dock areas proposed S7 SD-31 Properly Design: Maintenance bays No maintenance bays proposed S8 SD-33 Properly Design: Vehicle wash areas No vehicle wash areas proposed S9 SD-36 Properly Design: Outdoor processing areas No outdoor processing areas proposed S10 Properly Design: Equipment wash areas No equipment wash areas proposed S11 SD-30 Properly Design: Fueling areas No fueling areas proposed S12 SD-10 Properly Design: Hillside landscaping No hillside slopes on project site S13 Properly Design: Wash water control for food preparation areas No food preparation areas proposed S14 Properly Design: Community car wash racks No wash racks proposed S1/SD-13, Provide storm drain system stenciling and signage The phrase “NO DUMPING! DRAINS TO OCEAN”, or an equally effective phrase approved by the City, will be stenciled on all major storm drain inlets within the project site to alert the public to the destination of pollutants discharged into storm water. Stencils shall be in place prior to release of certificate of occupancy. Stencils shall be inspected for legibility on an annual basis and re-stenciled as necessary. S3/SD-32, Design and construct trash and waste storage areas to reduce pollution introduction All trash and waste shall be stored in containers that have lids or tarps to minimize direct precipitation into the containers. One trash enclosure will be located at the southeastern corner of the retail develop site. The trash storage areas will be designed to City standards, and will be walled, roofed, have gates and proper drainage per City standards. S4/SD-12, Use efficient irrigation systems & landscape design, water conservation, smart controllers, and source control The Owner will be responsible for the installation and maintenance of all common landscape areas utilizing similar planting materials with similar water requirements to reduce excess irrigation runoff. The Owner will be responsible for implementing all efficient irrigation systems for common area landscaping including, but not limited to, provisions for water sensors and programmable irrigation P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 25 BEST MANAGEMENT PRACTICES cycles. This includes smart timers, rain sensors, and moisture shut-off valves. The irrigation systems shall be in conformance with water efficiency guidelines. Systems shall be tested twice per year, and water used during testing/flushing shall not be discharged to the storm drain system. IV.4 ALTERNATIVE COMPLIANCE PLAN IV.4.1 Water Quality Credits Local jurisdictions may develop a water quality credit program that applies to certain types of development projects after they first evaluate the feasibility of meeting LID requirements on-site. If it is not feasible to meet the requirements for on-site LID, project proponents for specific project types can apply credits that would reduce project obligations for selecting and sizing other treatment BMPs or participating in other alternative programs. WATER QUALITY CREDITS Credit Applicable? Redevelopment projects that reduce the overall impervious footprint of the project site. Brownfield redevelopment, meaning redevelopment, expansion, or reuse of real property which may be complicated by the presence or potential presence of hazardous substances, pollutants or contaminants, and which have the potential to contribute to adverse ground or surface water quality if not redeveloped. Higher density development projects which include two distinct categories (credits can only be taken for one category): those with more than seven units per acre of development (lower credit allowance); vertical density developments, for example, those with a Floor to Area Ratio (FAR) of 2 or those having more than 18 units per acre (greater credit allowance) Mixed use development, such as a combination of residential, commercial, industrial, office, institutional, or other land uses which incorporate design principles that can demonstrate environmental benefits that would not be realized through single use projects (e.g. reduced vehicle trip traffic with the potential to reduce sources of water or air pollution). Transit-oriented developments, such as a mixed use residential or commercial area designed to maximize access to public transportation; similar to above criterion, but where the development center is within one half mile of a mass transit center (e.g. bus, rail, light rail or commuter train station). Such projects would not be able to take credit for both categories, but may have greater credit assigned Redevelopment projects in an established historic district, historic preservation area, or similar significant city area including core City Center areas (to be defined through mapping). Developments with dedication of undeveloped portions to parks, preservation areas and other pervious uses. Developments in a city center area. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 26 BEST MANAGEMENT PRACTICES WATER QUALITY CREDITS Credit Applicable? Developments in historic districts or historic preservation areas. Live-work developments, a variety of developments designed to support residential and vocational needs together – similar to criteria to mixed use development; would not be able to take credit for both categories. In-fill projects, the conversion of empty lots and other underused spaces into more beneficially used spaces, such as residential or commercial areas. Not applicable. Water quality credits will not be applied for the project. LID BMPs will be utilized for water quality treatment on-site in accordance with the MS4 Permit hierarchy identified at the beginning of this Section. IV.4.2 Alternative Compliance Plan Information Not applicable. LID BMPs (infiltration) will be utilized for water quality treatment on-site in accordance with the MS4 Permit hierarchy identified at the beginning of this Section. P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 27 BMP INSPECTION & MAINTENANCE SECTION V INSPECTION/MAINTENANCE RESPONSIBILITY FOR BMPs It has been determined that Hines shall assume all BMP inspection and maintenance responsibilities for the Pacific Center project. Contact Name: TBD – to be provided in the Final WQMP Title: TBD – to be provided in the Final WQMP Company: Hines Address: 4000 MacArthur Boulevard, Suite 110 Phone: 949.313.2200 Fax: Email: Should the maintenance responsibility be transferred at any time during the operational life of Pacific Center, such as when an HOA or POA is formed for a project, a formal notice of transfer shall be submitted to the City of Anaheim at the time responsibility of the property subject to this WQMP is transferred. The transfer of responsibility shall be incorporated into this WQMP as an amendment. The Owner shall verify BMP implementation and ongoing maintenance through inspection, self- certification, survey, or other equally effective measure. The certification shall verify that, at a minimum, the inspection and maintenance of all structural BMPs including inspection and performance of any required maintenance in the late summer / early fall, prior to the start of the rainy season. A form that may be used to record implementation, maintenance, and inspection of BMPs is included in Appendix D. The City of Anaheim may conduct verifications to assure that implementation and appropriate maintenance of structural and non-structural BMPs prescribed within this WQMP is taking place at the project site. The Owner shall retain operations, inspections and maintenance records of these BMPs and they will be made available to the City or County upon request. All records must be maintained for at least five (5) years after the recorded inspection date for the lifetime of the project. Long-term funding for BMP maintenance will be provided by Hines. The Operations and Maintenance (O&M) Plan can be found in Appendix D. P R E L I M I N A R Y W A T E R Q U A L I T Y M A N A G E M E N T P L A N ( W Q M P ) P AC I F I C C EN T E R A UG U S T 3, 20 1 7 H IN E S 28 B M P I NS P E C T I O N & M AI N T E N A N C E BM P I N S P E C T I O N & M A I N T E N A N C E R E S P O N S I B I L I T Y M A T R I X B M P I n s p e c t i o n / M a i n t e n a n c e A c t i v i t i e s Mi n i m u m Fr e q u e n c y Responsible Party IN F I L T R A T I O N B M P s IN F - 1 I n f i l t r a t i o n B a s i n In s p e c t i o n s s h o u l d o c c u r s e m i - a n n u a l l y t o i d e n t i f y po t e n t i a l p r o b l e m s s u c h a s e r o s i o n o f t h e b a s i n s i d e sl o p e s a n d i n v e r t , s t a n d i n g w a t e r , t r a s h a n d d e b r i s , se d i m e n t a c c u m u l a t i o n , a n d v e g e t a t i o n t r i m m i n g t o pr e v e n t e s t a b l i s h m e n t o f w o o d y v e g e t a t i o n . R e m o v e ac c u m u l a t e d s e d i m e n t a n d r e g r a d e w h e n t h e ac c u m u l a t e d s e d i m e n t v o l u m e e x c e e d s 1 0 % o f t h e ba s i n . I f e r o s i o n o c c u r s , r e v e g e t a t e i m m e d i a t e a n d st a b i l i z e w i t h a n e r o s i o n c o n t r o l m u l c h u n t i l ve g e t a t i o n c o v e r i s e s t a b l i s h e d . T o a v o i d r e v e r s i n g so i l d e v e l o p m e n t , s c a r i f i c a t i o n o r o t h e r d i s t u r b a n c e sh o u l d o n l y b e p e r f o r m e d w h e n t h e r e a r e a c t u a l si g n s o f c l o g g i n g , r a t h e r t h a n o n a r o u t i n e b a s i s . Al w a y s r e m o v e d e p o s i t e d s e d i m e n t s b e f o r e sc a r i f i c a t i o n , a n d u s e a h a n d - g u i d e d r o t a r y t i l l e r , if po s s i b l e , o r a d i s c h a r r o w p u l l e d b y a v e r y l i g h t tr a c t o r . 2x p e r y e a r H i n e s IN F - 3 Bi o r e t e n t i o n P l a n t e r w i t h o u t Un d e r d r a i n In s p e c t i o n s s h o u l d o c c u r s e m i - a n n u a l l y o r a f t e r m a j or st o r m e v e n t s t o c h e c k f o r t h e f o l l o w i n g a n d r e m o v e ac c o r d i n g l y : s t a n d i n g w a t e r , s e d i m e n t , a n d t r a s h & de b r i s . I n s p e c t i o n s s h o u l d a l s o l o o k f o r p o t e n t i a l cl o g g i n g a n d c l e a n p l a n t e r s o r , i f n e c e s s a r y , r e p l a ce th e e n t i r e f i l t e r b e d . I n s p e c t f o r w e e d s , a n d p r u n e an d / o r r e p l a c e p l a n t s i n a c c o r d a n c e w i t h r o u t i n e la n d s c a p e m a i n t e n a n c e a c t i v i t i e s . R e p l a c e m u l c h an d p r u n e s h r u b s a s n e c e s s a r y . 2x p e r y e a r H i n e s P R E L I M I N A R Y W A T E R Q U A L I T Y M A N A G E M E N T P L A N ( W Q M P ) P AC I F I C C EN T E R A UG U S T 3, 20 1 7 H IN E S 29 B M P I NS P E C T I O N & M AI N T E N A N C E BM P I N S P E C T I O N & M A I N T E N A N C E R E S P O N S I B I L I T Y M A T R I X B M P I n s p e c t i o n / M a i n t e n a n c e A c t i v i t i e s Mi n i m u m Fr e q u e n c y Responsible Party IN F - 6 P e r v i o u s p a v e r s Th e O w n e r s h a l l a r r a n g e f o r a v a c u u m c l e a n i n g o f th e p e r m e a b l e s u r f a c e s u s i n g c o m m e r c i a l l y a v a i l a b l e sw e e p i n g m a c h i n e s a t t h e f o l l o w i n g t i m e s : E n d o f wi n t e r ( A p r i l ) , m i d - s u m m e r ( J u l y / A u g u s t ) , a f t e r Au t u m n l e a f - f a l l ( N o v e m b e r ) . P a v e r s p a c i n g s s h o u l d ne v e r b e c o m e m o r e t h a n 1 0 % c l o g g e d w i t h d e b r i s up o n v i s u a l i n s p e c t i o n . I f s p a c i n g s b e c o m e f i l l e d , im m e d i a t e v a c u u m c l e a n i n g i s r e q u i r e d . P o w e r wa s h i n g i s n o t a d v i s e d . O c c a s i o n a l w e e d b u r n i n g ma y b e n e c e s s a r y , b a s e d o n v i s u a l i n s p e c t i o n . I f ro u t i n e c l e a n i n g d o e s n o t r e s t o r e i n f i l t r a t i o n r a t e s, th e n r e c o n s t r u c t i o n o f p a r t o f t h e w h o l e p e r v i o u s su r f a c e m a y b e r e q u i r e d . 3X p e r y e a r H i n e s NO N - S T R U C T U R A L S O U R C E C O N T R O L B M P s N1 Ed u c a t i o n f o r P r o p e r t y O w n e r s , Te n a n t s a n d O c c u p a n t s Ed u c a t i o n a l m a t e r i a l s w i l l b e p r o v i d e d t o t e n a n t s an n u a l l y . M a t e r i a l s t o b e d i s t r i b u t e d a r e f o u n d i n Ap p e n d i x C . T e n a n t s w i l l b e p r o v i d e d t h e s e m a t e r i a ls by t h e H O A p r i o r t o o c c u p a n c y a n d p e r i o d i c a l l y th e r e a f t e r . An n u a l l y H i n e s N2 A c t i v i t y R e s t r i c t i o n s Th e o w n e r a n d / o r d e v e l o p e r w i l l p r e s c r i b e a c t i v i t y re s t r i c t i o n s t o p r o t e c t s u r f a c e w a t e r q u a l i t y , t h r o ug h le a s e t e r m s o r o t h e r e q u a l l y e f f e c t i v e m e a s u r e , f o r t h e pr o p e r t y . R e s t r i c t i o n s i n c l u d e , b u t a r e n o t l i m i t e d t o , pr o h i b i t i n g v e h i c l e m a i n t e n a n c e o r v e h i c l e w a s h i n g . On g o i n g H i n e s P R E L I M I N A R Y W A T E R Q U A L I T Y M A N A G E M E N T P L A N ( W Q M P ) P AC I F I C C EN T E R A UG U S T 3, 20 1 7 H IN E S 30 B M P I NS P E C T I O N & M AI N T E N A N C E BM P I N S P E C T I O N & M A I N T E N A N C E R E S P O N S I B I L I T Y M A T R I X B M P I n s p e c t i o n / M a i n t e n a n c e A c t i v i t i e s Mi n i m u m Fr e q u e n c y Responsible Party N3 Co m m o n A r e a L a n d s c a p e Ma n a g e m e n t Ma i n t e n a n c e s h a l l b e c o n s i s t e n t w i t h C i t y re q u i r e m e n t s . F e r t i l i z e r a n d / o r p e s t i c i d e u s a g e s h al l be c o n s i s t e n t w i t h C o u n t y M a n a g e m e n t G u i d e l i n e s fo r U s e o f F e r t i l i z e r s ( O C D A M P S e c t i o n 5 . 5 ) a s w e l l as l o c a l r e q u i r e m e n t s . M a i n t e n a n c e i n c l u d e s mo w i n g , w e e d i n g , a n d d e b r i s r e m o v a l o n a w e e k l y ba s i s . T r i m m i n g , r e p l a n t i n g , a n d r e p l a c e m e n t o f mu l c h s h a l l b e p e r f o r m e d o n a n a s - n e e d e d b a s i s t o pr e v e n t e x p o s u r e o f e r o d i b l e s u r f a c e s . T r i m m i n g s , cl i p p i n g s , a n d o t h e r l a n d s c a p e w a s t e s s h a l l b e pr o p e r l y d i s p o s e d o f i n a c c o r d a n c e w i t h l o c a l re g u l a t i o n s . M a t e r i a l s t e m p o r a r i l y s t o c k p i l e d d u r i ng ma i n t e n a n c e a c t i v i t i e s s h a l l b e p l a c e d a w a y f r o m wa t e r c o u r s e s a n d s t o r m d r a i n i n l e t s . Mo n t h l y H i n e s N4 B M P M a i n t e n a n c e Ma i n t e n a n c e o f s t r u c t u r a l B M P s i m p l e m e n t e d a t t h e pr o j e c t s i t e s h a l l b e p e r f o r m e d a t t h e f r e q u e n c y pr e s c r i b e d i n t h e O & M P l a n i n c l u d e d i n t h i s W Q M P (A p p e n d i x D ) . R e c o r d s o f i n s p e c t i o n s a n d B M P ma i n t e n a n c e s h a l l b e k e p t b y t h e o w n e r / d e v e l o p e r an d s h a l l b e a v a i l a b l e f o r r e v i e w u p o n r e q u e s t . On g o i n g H i n e s N5 Ti t l e 2 2 C C R C o m p l i a n c e ( H o w de v e l o p m e n t w i l l c o m p l y ) No t A p p l i c a b l e N6 L o c a l I n d u s t r i a l P e r m i t C o m p l i a n c e No t A p p l i c a b l e N7 S p i l l C o n t i n g e n c y P l a n No t A p p l i c a b l e N8 Un d e r g r o u n d S t o r a g e T a n k Co m p l i a n c e No t A p p l i c a b l e N9 Ha z a r d o u s M a t e r i a l s D i s c l o s u r e Co m p l i a n c e No t A p p l i c a b l e P R E L I M I N A R Y W A T E R Q U A L I T Y M A N A G E M E N T P L A N ( W Q M P ) P AC I F I C C EN T E R A UG U S T 3, 20 1 7 H IN E S 31 B M P I NS P E C T I O N & M AI N T E N A N C E BM P I N S P E C T I O N & M A I N T E N A N C E R E S P O N S I B I L I T Y M A T R I X B M P I n s p e c t i o n / M a i n t e n a n c e A c t i v i t i e s Mi n i m u m Fr e q u e n c y Responsible Party N1 0 U n i f o r m F i r e C o d e I m p l e m e n t a t i o n No t A p p l i c a b l e N1 1 C o m m o n A r e a L i t t e r C o n t r o l Li t t e r p a t r o l , v i o l a t i o n s i n v e s t i g a t i o n s , r e p o r t i n g a n d ot h e r l i t t e r c o n t r o l a c t i v i t i e s s h a l l b e p e r f o r m e d on a we e k l y b a s i s a n d i n c o n j u n c t i o n w i t h r o u t i n e ma i n t e n a n c e a c t i v i t i e s . We e k l y H i n e s N1 2 E m p l o y e e T r a i n i n g Ed u c a t e a l l n e w e m p l o y e e s / m a n a g e r s o n s t o r m wa t e r p o l l u t i o n p r e v e n t i o n , p a r t i c u l a r l y g o o d ho u s e k e e p i n g p r a c t i c e s , p r i o r t o t h e s t a r t o f t h e r ai n y se a s o n ( O c t o b e r 1 ) . R e f r e s h e r c o u r s e s s h a l l b e co n d u c t e d o n a n a s n e e d e d b a s i s . An n u a l l y H i n e s N1 3 H o u s e k e e p i n g o f L o a d i n g D o c k s No t A p p l i c a b l e N1 4 Co m m o n A r e a C a t c h B a s i n In s p e c t i o n Ca t c h b a s i n i n l e t s a n d o t h e r d r a i n a g e f a c i l i t i e s s h al l be i n s p e c t e d a f t e r e a c h s t o r m e v e n t a n d o n c e p e r ye a r . S t o r m d r a i n i n l e t s a n d o t h e r d r a i n a g e f a c i l i ti e s sh a l l b e c l e a n e d p r i o r t o t h e r a i n y s e a s o n , b y Oc t o b e r 1 e a c h y e a r . An n u a l l y H i n e s N1 5 St r e e t S w e e p i n g P r i v a t e S t r e e t s a n d Pa r k i n g L o t s Pr i v a t e s t r e e t s a n d p a r k i n g l o t s w i l l b e s w e p t o n a qu a r t e r l y b a s i s , a t m i n i m u m . Qu a r t e r l y H i n e s N1 6 R e t a i l G a s o l i n e O u t l e t s No t A p p l i c a b l e ST R U C T U R A L S O U R C E C O N T R O L B M P s S1 SD - 1 3 Pr o v i d e s t o r m d r a i n s y s t e m st e n c i l i n g a n d s i g n a g e St o r m d r a i n s t e n c i l s s h a l l b e i n s p e c t e d f o r l e g i b i l it y , a t mi n i m u m , o n c e p r i o r t o t h e s t o r m s e a s o n , n o l a t e r th a n O c t o b e r 1 e a c h y e a r . T h o s e d e t e r m i n e d t o b e il l e g i b l e w i l l b e r e - s t e n c i l e d a s s o o n a s p o s s i b l e . An n u a l l y H i n e s P R E L I M I N A R Y W A T E R Q U A L I T Y M A N A G E M E N T P L A N ( W Q M P ) P AC I F I C C EN T E R A UG U S T 3, 20 1 7 H IN E S 32 B M P I NS P E C T I O N & M AI N T E N A N C E BM P I N S P E C T I O N & M A I N T E N A N C E R E S P O N S I B I L I T Y M A T R I X B M P I n s p e c t i o n / M a i n t e n a n c e A c t i v i t i e s Mi n i m u m Fr e q u e n c y Responsible Party S2 SD - 3 4 De s i g n a n d c o n s t r u c t o u t d o o r ma t e r i a l s t o r a g e a r e a s t o r e d u c e po l l u t i o n i n t r o d u c t i o n No t A p p l i c a b l e S3 SD - 3 2 De s i g n a n d c o n s t r u c t t r a s h a n d wa s t e s t o r a g e a r e a s t o r e d u c e po l l u t i o n i n t r o d u c t i o n Sw e e p t r a s h a r e a a t l e a s t o n c e p e r w e e k a n d b e f o r e Oc t o b e r 1 st e a c h y e a r . M a i n t a i n a r e a c l e a n o f t r a s h an d d e b r i s a t a l l t i m e s . We e k l y H i n e s S4 SD - 1 2 Us e e f f i c i e n t i r r i g a t i o n s y s t e m s & la n d s c a p e d e s i g n , w a t e r co n s e r v a t i o n , s m a r t c o n t r o l l e r s , an d s o u r c e c o n t r o l In c o n j u n c t i o n w i t h r o u t i n e m a i n t e n a n c e a c t i v i t i e s , ve r i f y t h a t l a n d s c a p e d e s i g n c o n t i n u e s t o f u n c t i o n pr o p e r l y b y a d j u s t i n g p r o p e r l y t o e l i m i n a t e o v e r s p r ay to h a r d s c a p e a r e a s , a n d t o v e r i f y t h a t i r r i g a t i o n ti m i n g a n d c y c l e l e n g t h s a r e a d j u s t e d i n a c c o r d a n c e wi t h w a t e r d e m a n d s , g i v e n t i m e o f y e a r , w e a t h e r , a n d da y o r n i g h t t i m e t e m p e r a t u r e s . S y s t e m t e s t i n g s h a l l oc c u r t w i c e p e r y e a r . W a t e r f r o m t e s t i n g / f l u s h i n g sh a l l b e c o l l e c t e d a n d p r o p e r l y d i s p o s e d t o t h e s e w er sy s t e m a n d s h a l l n o t d i s c h a r g e t o t h e s t o r m d r a i n sy s t e m . 2x p e r y e a r H i n e s S5 Pr o t e c t s l o p e s a n d c h a n n e l s a n d pr o v i d e e n e r g y d i s s i p a t i o n No t A p p l i c a b l e S6 SD - 3 1 Pr o p e r l y D e s i g n : D o c k a r e a s No t A p p l i c a b l e S7 SD - 3 1 Pr o p e r l y D e s i g n : M a i n t e n a n c e ba y s No t A p p l i c a b l e S8 SD - 3 3 Pr o p e r l y D e s i g n : V e h i c l e w a s h ar e a s No t A p p l i c a b l e S9 SD - 3 6 Pr o p e r l y D e s i g n : O u t d o o r pr o c e s s i n g a r e a s No t A p p l i c a b l e P R E L I M I N A R Y W A T E R Q U A L I T Y M A N A G E M E N T P L A N ( W Q M P ) P AC I F I C C EN T E R A UG U S T 3, 20 1 7 H IN E S 33 B M P I NS P E C T I O N & M AI N T E N A N C E BM P I N S P E C T I O N & M A I N T E N A N C E R E S P O N S I B I L I T Y M A T R I X B M P I n s p e c t i o n / M a i n t e n a n c e A c t i v i t i e s Mi n i m u m Fr e q u e n c y Responsible Party S1 0 Pr o p e r l y D e s i g n : E q u i p m e n t w a s h ar e a s No t A p p l i c a b l e S1 1 SD - 3 0 Pr o p e r l y D e s i g n : F u e l i n g a r e a s No t A p p l i c a b l e S1 2 SD - 1 0 Pr o p e r l y D e s i g n : H i l l s i d e la n d s c a p i n g No t A p p l i c a b l e S1 3 Pr o p e r l y D e s i g n : W a s h w a t e r co n t r o l f o r f o o d p r e p a r a t i o n a r e a s No t A p p l i c a b l e S1 4 Pr o p e r l y D e s i g n : C o m m u n i t y c a r wa s h r a c k s No t A p p l i c a b l e An y w a s t e g e n e r a t e d f r o m m a i n t e n a n c e a c t i v i t i e s w i l l b e d i s p o s e d o f p r o p e r l y . W a s h w a t e r a n d o t h e r w a st e f r o m m a i n t e n a n c e a c t i v i t i e s i s no t t o b e d i s c h a r g e d o r d i s p o s e d o f i n t o t h e s t o r m dr a i n s y s t e m . C l i p p i n g s f r o m l a n d s c a p e m a i n t e n a n c e ( i . e . p r u n i n g s ) w i l l b e c o l l e c t e d an d d i s p o s e d o f p r o p e r l y o f f - s i t e , a n d w i l l n o t b e w as h e d i n t o t h e s t r e e t s , l o c a l a r e a d r a i n s / c o n v e y a n c es , o r c a t c h b a s i n i n l e t s . P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 34 SITE PLAN & DRAINAGE PLAN SECTION VI SITE PLAN AND DRAINAGE PLAN The exhibits provided in this section are to illustrate the post construction BMPs prescribed within this WQMP. Drainage flow information of the proposed project, such as general surface flow lines, concrete or other surface drainage conveyances, and storm drain facilities are also depicted. All structural source control and treatment control BMPs are shown as well. EXHIBITS Vicinity Map Site Plan WQMP Exhibit Typical Cross Sections P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 35 SITE PLAN & DRAINAGE PLAN VICINITY MAP P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 36 EDUCATIONAL MATERIALS SECTION VII EDUCATIONAL MATERIALS The educational materials included in this WQMP are provided to inform people involved in future uses, activities, or ownership of the site about the potential pitfalls associated with careless storm water management. “The Ocean Begins at Your Front Door” provides users with information about storm water that is/will be generated on site, what happens when water enters a storm drain, and its ultimate fate, discharging into the ocean. Also included are activities guidelines to educate anyone who is or will be associated with activities that have a potential to impact storm water runoff quality, and provide a menu of BMPs to effectively reduce the generation of storm water runoff pollutants from a variety of activities. The educational materials that may be used for the proposed project are included in Appendix C of this WQMP and are listed below. EDUCATION MATERIALS Residential Materials (http://www.ocwatersheds.com) Check If Attached Business Materials (http://www.ocwatersheds.com) Check If Attached The Ocean Begins at Your Front Door Tips for the Automotive Industry Tips for Car Wash Fund-raisers Tips for Using Concrete and Mortar Tips for the Home Mechanic Tips for the Food Service Industry Homeowners Guide for Sustainable Water Use Proper Maintenance Practices for Your Business Household Tips Other Materials (http://www.ocwatersheds.com) (https://www.casqa.org/resources/b mp-handbooks) Check If Attached Proper Disposal of Household Hazardous Waste Recycle at Your Local Used Oil Collection Center (North County) DF-1 Drainage System Operation & Maintenance Recycle at Your Local Used Oil Collection Center (Central County) R-1 Automobile Repair & Maintenance Recycle at Your Local Used Oil Collection Center (South County) R-2 Automobile Washing Tips for Maintaining Septic Tank Systems R-3 Automobile Parking Responsible Pest Control R-4 Home & Garden Care Activities Sewer Spill R-5 Disposal of Pet Waste Tips for the Home Improvement Projects R-6 Disposal of Green Waste Tips for Horse Care R-7 Household Hazardous Waste Tips for Landscaping and Gardening R-8 Water Conservation Tips for Pet Care SD-10 Site Design & Landscape Planning Tips for Pool Maintenance SD-11 Roof Runoff Controls Tips for Residential Pool, Landscape and Hardscape Drains SD-12 Efficient Irrigation Tips for Projects Using Paint SD-13 Storm Drain Signage Tips for Protecting Your Watershed SD-31 Maintenance Bays & Docs Other: Children’s Brochure SD-32 Trash Storage Areas P RELIMINARY W ATER Q UALITY M ANAGEMENT P LAN (WQMP) PACIFIC CENTER AUGUST 3, 2017 HINES 37 APPENDICES APPENDICES Appendix A ............................................................................................. Supporting Calculations Appendix B .............................................................................. Notice of Transfer of Responsibility Appendix C ................................................................................................. Educational Materials Appendix D ................................................................. BMP Maintenance Supplement / O&M Plan Appendix E .............................................................................................. Conditions of Approval Appendix F ................................................................................................ Infiltration Test Results APPENDIX A SUPPORTING CALCULATIONS Worksheets from Orange County Technical Guidance Document (5-19-2011) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx Table 2.7: Infiltration BMP Feasibility Worksheet Infeasibility Criteria Yes No 1 Would Infiltration BMPs pose significant risk for groundwater related concerns? Refer to Appendix VII (Worksheet I) for guidance on groundwater-related infiltration feasibility criteria. X Provide basis: Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 2 Would Infiltration BMPs pose significant risk of increasing risk of geotechnical hazards that cannot be mitigated to an acceptable level? (Yes if the answer to any of the following questions is yes, as established by a geotechnical expert): The BMP can only be located less than 50 feet away from slopes steeper than 15 percent The BMP can only be located less than eight feet from building foundations or an alternative setback. A study prepared by a geotechnical professional or an available watershed study substantiates that stormwater infiltration would potentially result in significantly increased risks of geotechnical hazards that cannot be mitigated to an acceptable level. X Provide basis: Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 3 Would infiltration of the DCV from drainage area violate downstream water rights? X Provide basis: Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. Worksheets from Orange County Technical Guidance Document (5-19-2011) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx Table 2.7: Infiltration BMP Feasibility Worksheet (continued) Partial Infeasibility Criteria Yes No 4 Is proposed infiltration facility located on HSG D soils or the site geotechnical investigation identifies presence of soil characteristics which support categorization as D soils? X Provide basis: Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 5 Is measured infiltration rate below proposed facility less than 0.3 inches per hour? This calculation shall be based on the methods described in Appendix VII. X Provide basis: Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 6 Would reduction of over predeveloped conditions cause impairments to downstream beneficial uses, such as change of seasonality of ephemeral washes or increased discharge of contaminated groundwater to surface waters? X Provide citation to applicable study and summarize findings relative to the amount of infiltration that is permissible: Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 7 Would an increase in infiltration over predeveloped conditions cause impairments to downstream beneficial uses, such as change of seasonality of ephemeral washes or increased discharge of contaminated groundwater to surface waters? X Provide citation to applicable study and summarize findings relative to the amount of infiltration that is permissible: Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. Worksheets from Orange County Technical Guidance Document (5-19-2011) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx Table 2.7: Infiltration BMP Feasibility Worksheet (continued) Infiltration Screening Results (check box corresponding to result): 8 Is there substantial evidence that infiltration from the project would result in a significant increase in I&I to the sanitary sewer that cannot be sufficiently mitigated? (See Appendix XVII) Provide narrative discussion and supporting evidence: Summarize findings of studies provide reference to studies, calculations, maps, data sources, etc. Provide narrative discussion of study/data source applicability. 9 If any answer from row 1-3 is yes: infiltration of any volume is not feasible within the DMA or equivalent. Provide basis: Summarize findings of infeasibility screening 10 If any answer from row 4-7 is yes, infiltration is permissible but is not presumed to be feasible for the entire DCV. Criteria for designing biotreatment BMPs to achieve the maximum feasible infiltration and ET shall apply. Provide basis: Summarize findings of infeasibility screening 11 If all answers to rows 1 through 11 are no, infiltration of the full DCV is potentially feasible, BMPs must be designed to infiltrate the full DCV to the maximum extent practicable. X Worksheet B: Simple Design Capture Volume Sizing Method DMA = DMA 1 DMA 3 DMA 2A DMA 2B DMA 2C 1 Enter design capture storm depth from Figure III.1, d (inches)d= 0.90 0.90 0.90 0.90 0.90 inches 2 Enter the effect of provided HSCs, d HSC (inches) (Worksheet A)dHSC=0 0 0 0 0 inches 3 Calculate the remainder of the design capture storm depth, d remainder (inches) (Line 1 – Line 2) dremainder=0.90 0.90 0.90 0.90 0.90 inches 1 Enter Project area tributary to BMP(s), A (acres)A= 1.809 19.208 1.150 1.120 0.870 acres 2 Enter Project Imperviousness, imp (unitless) imp= 85.0% 90.0% 90.0% 95.0% 90.0% % 3 Calculate runoff coefficient, C= (0.75 x imp) + 0.15 C= 0.788 0.825 0.825 0.863 0.825 4 Calculate runoff volume, V design = (C x d remainder x A x 43560 x (1/12))Vdesign=4,657.1 51,770.8 3,099.6 3,157.8 2,344.9 cu-ft 1 Enter measured infiltration rate, K measured (in/hr) (Appendix VII)Kmeasured=14.00 10.60 8.80 8.80 8.80 in/hr 2 Enter combined safety factor from Worksheet H, S final (unitless)Sfinal=3.13 3.13 3.13 3.13 3.13 3 Calculate design infiltration rate, K design = K measured / S final Kdesign=4.47 3.39 2.81 2.81 2.81 in/hr 4 Enter drawdown time, T (max 48 hours) T= 48 48 48 48 48 hours 5 Calculate max retention depth that can be drawn down within the drawdown time (feet), D max = K design x T x (1/12) Dmax=17.88 13.56 11.24 11.24 11.24 feet 6 Calculate minimum area required for BMP (sq-ft), A min = V design / d max Amin=260.5 3,817.9 275.8 280.9 208.6 sq-ft Step 1: Determine the design capture storm depth used for calculating volume Step 2: Calculate the DCV Step 3: Design BMPs to ensure full retention of the DCV Step 3b: Determine minimum BMP footprint Step 3a: Determine design infiltration rate F:\Projects\1253\002\_Support Files\Reports\WQMP\Preliminary WQMP\Appendices\Appendix A_Calcs & worksheets\WQ Calcs Pacific Center; B-1 8/1/2017 Worksheet C: Capture Efficiency Method for Volume-Based, Constant Drawdown BMPs DMA 2A DMA 2C 1 Enter design capture storm depth from Figure III.1, d (inches) d= 0.90 0.90 inches 2 Enter calculated drawdown time of the proposed BMP based on equation provided in applicable BMP Fact Sheet, T (hours)T= 3.00 3.00 hours 3 Using Figure III.2, determine the "fraction of design capture storm depth" at which the BMP drawdown time (T) line achieves 80% capture efficiency, X 1 X1=0.25 0.25 4 Enter the effect depth of provided HSCs upstream, d HSC (inches) (Worksheet A)dHSC=0 0 inches 5 Enter capture efficiency corresponding to dHSC, Y 2 (Worksheet A) Y2=0% 0% % 6 Using Figure III.2, determine the fraction of "design capture storm depth" at which the drawdown time (T) achieves the equivalent of the upstream capture efficiency (Y2), X 2 X2=0.00 0.00 7 Calculate the fraction of design volume that must be provided by BMP, fraction = X 1 - X 2 fraction= 0.25 0.25 8 Calculate the resultant design capture storm depth (inches), d fraction = fraction × d dfraction=0.2250 0.2250 inches 1 Enter Project area tributary to BMP(s), A (acres) A= 1.150 0.870 acres 2 Enter Project Imperviousness, imp (unitless) imp= 90.0% 90.0% % 3 Calculate runoff coefficient, C= (0.75 x imp) + 0.15 C= 0.825 0.825 4 Calculate runoff volume, V design = (C x d rfraction x A x 43560 x (1/12))Vdesign=774.9 586.2 cu-ft Describe System: Pervious Pavement (INF-6 & INF-2) Gravel Reservoir Depth (d R ) =1.0 1.0 ft Gravel Porosity (ηR )=40% 40% Reservoir Effective Depth (d Effective ) =0.4 0.4 ft Vertical Design Infiltration Rate (K Design ) =2.8 2.8 in/hr Minimum Surface Area Requierd (A Min ) =1,937.2 1,465.6 ft2 Total Infiltrating Surface Area Provided = 3,052.0 1,521.0 ft2 Total Volume Stored = 1,220.8 608.4 ft3 Provide drawdown time calculations per applicable BMP Fact Sheet: Drawdown (DD or T) = (ηR x d R ) / (K Design ) x 12 Time to Drawdown Effective Depth (T) = 3.0 3.0 hours Step 1: Determine the design capture storm depth used for calculating volume Step 2: Calculate the DCV Supporting Calculations F:\Projects\1253\002\_Support Files\Reports\WQMP\Preliminary WQMP\Appendices\Appendix A_Calcs & worksheets\WQ Calcs Pacific Center; C-1 (pvmt)8/1/2017 Worksheet C: Capture Efficiency Method for Volume-Based, Constant Drawdown BMPs DMA= DMA 1 DMA 3 DMA 2B 1 Enter design capture storm depth from Figure III.1, d (inches) d= 0.90 0.90 0.90 inches 2 Enter calculated drawdown time of the proposed BMP based on equation provided in applicable BMP Fact Sheet, T (hours)T= 3.49 7.08 5.55 hours 3 Using Figure III.2, determine the "fraction of design capture storm depth" at which the BMP drawdown time (T) line achieves 80% capture efficiency, X 1 X1=0.25 0.42 0.37 4 Enter the effect depth of provided HSCs upstream, d HSC (inches) (Worksheet A)dHSC=0 0 0 inches 5 Enter capture efficiency corresponding to dHSC, Y 2 (Worksheet A) Y2=0% 0% 0% % 6 Using Figure III.2, determine the fraction of "design capture storm depth" at which the drawdown time (T) achieves the equivalent of the upstream capture efficiency (Y2), X 2 X2=0.00 0.00 0.00 7 Calculate the fraction of design volume that must be provided by BMP, fraction = X 1 - X 2 fraction= 0.25 0.42 0.37 8 Calculate the resultant design capture storm depth (inches), d fraction = fraction × d dfraction=0.2250 0.3780 0.3330 inches 1 Enter Project area tributary to BMP(s), A (acres) A= 1.809 19.208 1.120 acres 2 Enter Project Imperviousness, imp (unitless) imp= 85.0% 90.0% 95.0% % 3 Calculate runoff coefficient, C= (0.75 x imp) + 0.15 C= 0.788 0.825 0.863 4 Calculate runoff volume, V design = (C x d rfraction x A x 43560 x (1/12))Vdesign=1,164.3 21,743.8 1,168.4 cu-ft Describe System: Proposed BMP:Infiltration Basin Bioretention without Underdrains Ponding Depth (d P ) =0.5 2.0 1.3 ft Media Depth at 20% porosity (d Media ) =2.0 0.0 0.0 ft Gravel Depth at 40% porosity (d Gravel ) =1.0 0.0 2.0 ft Effective Depth (d Effective ) =1.3 2.0 1.3 ft Media Filtration Rate (K Design ) =4.47 3.39 2.81 in/hr Surface Area Needed (Amin) = 895.6 10,871.9 898.7 ft2 Surface Area Provided (A) = 900.0 10,900.0 1,178.0 ft2 Total BMP Volume Capacity (V) = 1,170.0 21,800.0 1,531.4 ft3 Provide drawdown time calculations per applicable BMP Fact Sheet: Calculated drawdown time of effective depth = 3.49 7.08 5.55 hrs Total Volume Treated in 48 hours = 16,092.0 147,804.0 13,240.7 ft3 Bioretention without Underdrains Step 1: Determine the design capture storm depth used for calculating volume Step 2: Calculate the DCV Supporting Calculations F:\Projects\1253\002\_Support Files\Reports\WQMP\Preliminary WQMP\Appendices\Appendix A_Calcs & worksheets\WQ Calcs Pacific Center; C-1 (biofilt.)8/1/2017 TE C H N I C A L G U I D A N C E D O C U M E N T A P P E N D I C E S I I I - 1 1 M a y 1 9 , 2 0 1 1 Fi g u r e I I I . 2 . C a p t u r e E f f i c i e n c y N o m o g r a p h f o r C o n s t a n t D r a w d o w n S y s t e m s i n O r a n g e C o u n t y ORA N G E C O U N T Y ORA N G E C O U N T Y RIVE R S I D E C O U N T Y RIVE R S I D E C O U N T Y ORA N G E C O U N T Y ORA N G E C O U N T Y SAN B E R N A R D I N O C O U N T Y SAN B E R N A R D I N O C O U N T Y OR A N G E C O U N T Y OR A N G E C O U N T Y LO S A N G E L E S C O U N T Y LO S A N G E L E S C O U N T Y O R A N G E C O U N T Y O R A N G E C O U N T Y L O S A N G E L E S C O U N T Y L O S A N G E L E S C O U N T Y 1. 0 5 0. 7 1 0.95 0.9 0.85 0.8 0.75 0.7 0.65 0.95 0 . 7 0 . 9 0. 9 0.75 P : \ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 1 _ R a i n f a l l Z o n e s _ 2 0 1 1 0 2 1 5 . m x d FIGUREJOBTITLESCALE1" = 1.8 miles DESIGNED DRAWING CHECKEDBMP04/22/10 DATE JOB NO.9526-E TH THORANGE COUNTY TECHNICAL GUIDANCE DOCUMENT ORANGE CO.CARAINFALL ZONES SU B J E C T T O F U R T H E R R E V I S I O N 03 . 6 7 . 2 1. 8 Mi l e s 06 1 2 3 Ki l o m e t e r s LEGEND Orange County Precipitation Stations 24 Hour, 85th Percentile Rainfall (Inches)24 Hour, 85th Percentile Rainfall (Inches) - Extrapolated City Boundaries Rainfall Zones Design Capture Storm Depth (inches)0.65"0.7 0.75 0.80 0.85 0.90 0.95 1.00 1.10"Note: Events defined as 24-hour periods (calendar days) with greater than 0.1 inches of rainfall. For areas outside of available data coverage, professional judgment shall be applied.XVI-1 ORA N G E C O U N T Y ORA N G E C O U N T Y RIVE R S I D E C O U N T Y RIVE R S I D E C O U N T Y ORA N G E C O U N T Y ORA N G E C O U N T Y SAN B E R N A R D I N O C O U N T Y SAN B E R N A R D I N O C O U N T Y OR A N G E C O U N T Y OR A N G E C O U N T Y LO S A N G E L E S C O U N T Y LO S A N G E L E S C O U N T Y O R A N G E C O U N T Y O R A N G E C O U N T Y L O S A N G E L E S C O U N T Y L O S A N G E L E S C O U N T Y P : \ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 a _ H y d r o S o i l s _ 2 0 1 1 0 2 1 5 . m x d FIGURE XVI-2aJOBTITLESCALE1" = 1.8 miles DESIGNED DRAWING CHECKEDBMP02/09/11 DATE JOB NO.9526-E TH THORANGE COUNTY INFILTRATION STUDY ORANGE CO.CANRCS HYDROLOGIC SOILS GROUPS SU B J E C T T O F U R T H E R R E V I S I O N Source: Soils: Natural Resources Conservation Service (NRCS)Soil Survey - soil_ca678, Orange County & Western Riverside Date of publication: 2006-02-08 !I 03 . 6 7 . 2 1. 8 Mi l e s 05 1 0 2. 5 Ki l o m e t e r s LEGEND City Boundaries Hydrologic Soil Groups A Soils B Soils C Soils D Soils http://websoilsurvey.nrcs.usda.gov/app/HomePage.htm ORANGE COUNTYORANGE COUNTYRIVERSIDE COUNTYRIVERSIDE COUNTY ORA N G E C O U N T Y ORA N G E C O U N T Y SAN B E R N A R D I N O C O U N T Y SAN B E R N A R D I N O C O U N T Y OR A N G E C O U N T Y OR A N G E C O U N T Y LO S A N G E L E S C O U N T Y LO S A N G E L E S C O U N T Y O R A N G E C O U N T Y O R A N G E C O U N T Y L O S A N G E L E S C O U N T Y L O S A N G E L E S C O U N T Y 1 0 10 3 5 1 0 30 1 0 3 0 10 20 1 0 10 5 50 3 30 3 0 3 0 30 2 0 5 1 0 20 30 50 1 0 3 0 2 0 P : \ 9 5 2 6 E \ 6 - G I S \ M x d s \ R e p o r t s \ I n f i l t r a t i o n F e a s a b i l i t y _ 2 0 1 1 0 2 1 5 \ 9 5 2 6 E _ F i g u r e X V I - 2 d _ D e p t h T o G r o u n d w a t e r O v e r v i e w _ 2 0 1 1 0 2 1 5 . m x d FIGURE XVI-2dJOBTITLESCALE1" = 1.25 miles DESIGNED DRAWING CHECKEDBMP02/09/11 DATE JOB NO.9526-E TH THORANGE COUNTY INFILTRATION STUDY ORANGE CO.CANORTH ORANGE COUNTY MAPPED DEPTH TO FIRST GROUNDWATER SU B J E C T T O F U R T H E R R E V I S I O N Note: Data are not available for South Orange County at this time.Source:Sprotte, Fuller and Greenwood, 1980.California Division of Mines and Geology;California Geological Survey !I 02 . 5 5 1. 2 5 Mi l e s 04 8 2 Ki l o m e t e r s LEGEND Depth To First Groundwater Contours City Boundaries OCWD Groundwater Basin Protection Boundary P: \ 9 5 2 6 E \ 6 - G I S \ M x d s \ S u c e p t a b i l i t y M a p s _ 2 0 1 0 0 5 0 5 \ 9 5 2 6 E _ S a n t a A n a R i v e r S u s c e p t i b i l i t y _ 2 0 1 0 0 4 3 0 . m x d ClevelandNational Forest San Bernardino County Riverside County South Orange County Newport Bay Watershed Stabilized by Grade Control Structure San Gabriel-Coyote Creek Watershed Anaheim Bay- Huntington Harbor Watershed PetersCanyonReservoir OliveHills KraemerBasin CarbonCanyon WalnutCanyonReservoir IrvineLake AnaheimLake WarnerBasin MillerRetardingBasin BartlettRetardingBasin FletcherRetardingBasin SOUTHPARKPUMPSTATION VillaPark Dam Yorba LindaReservoir Sources: Esri, DeLorme, NAVTEQ, USGS, Intermap, iPC, NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, 2012 FIGURE 3 JO B TI T L E SC A L E 1" = 1 2 0 0 0 ' DE S I G N E D DR A W I N G CH E C K E D BM P 04 / 3 0 / 1 0 DA T E JO B N O . 95 2 6 - E THTH OR A N G E C O U N T Y WA T E R S H E D MA S T E R P L A N N I N G OR A N G E C O . CA SU S C E P T I B I L I T Y A N A L Y I S SA N T A A N A R I V E R !I 0 12,000 24,000 Feet Susceptibility Potential Areas of Erosion, Habitat, & Physical Structure Susceptibility Channel Type Earth (Unstable) Earth (Stabilized) Stabilized Tidel Influence <= Mean High Water Line (4.28') Water Body Basin Dam Lake Reservoir Forest Areas Cleveland National Forest Federal Lands Amarus Salt Marsh Sources: Esri, DeLorme, NAVTEQ, USGS, Intermap, iPC, NRCAN, Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand), TomTom, 2012 SUSCEPTIBILITY MAP UPATE (FEB 2013) APPENDIX B NOTICE OF TRANSFER OF RESPONSIBILITY NOTICE OF TRANSFER OF RESPONSIBILITY WATER QUALITY MANAGEMENT PLAN Pacific Center APN 345-181-03, 08, 09, 12, 17, & 18 Submission of this Notice Of Transfer of Responsibility constitutes notice to the City of Anaheim that responsibility for the Water Quality Management Plan (“WQMP”) for the subject property identified below, and implementation of that plan, is being transferred from the Previous Owner (and his/her agent) of the site (or a portion thereof) to the New Owner, as further described below. I. Previous Owner/ Previous Responsible Party Information Company/ Individual Name: Contact Person: Street Address: Title: City: State: ZIP: Phone: II. Information about Site Transferred Name of Project (if applicable): Title of WQMP Applicable to site: Street Address of Site (if applicable): Planning Area (PA) and/ or Tract Number(s) for Site: Lot Numbers (if Site is a portion of a tract): Date WQMP Prepared (and revised if applicable): III. New Owner/ New Responsible Party Information Company/ Individual Name: Contact Person: Street Address: Title: City: State: ZIP: Phone: IV. Ownership Transfer Information General Description of Site Transferred to New Owner: General Description of Portion of Project/ Parcel Subject to WQMP Retained by Owner (if any): Lot/ Tract Numbers of Site Transferred to New Owner: Remaining Lot/ Tract Numbers Subject to WQMP Still Held by Owner (if any): Date of Ownership Transfer: Note: When the Previous Owner is transferring a Site that is a portion of a larger project/ parcel addressed by the WQMP, as opposed to the entire project/parcel addressed by the WQMP, the General Description of the Site transferred and the remainder of the project/ parcel no transferred shall be set forth as maps attached to this notice. These maps shall show those portions of a project/ parcel addressed by the WQMP that are transferred to the New Owner (the Transferred Site), those portions retained by the Previous Owner, and those portions previously transferred by Previous Owner. Those portions retained by Previous Owner shall be labeled as “Previously Transferred”. V. Purpose of Notice of Transfer The purposes of this Notice of Transfer of Responsibility are: 1) to track transfer of responsibility for implementation and amendment of the WQMP when property to which the WQMP is transferred from the Previous Owner to the New Owner, and 2) to facilitate notification to a transferee of property subject to a WQMP that such New Order is now the Responsible Party of record for the WQMP for those portions of the site that it owns. VI. Certifications A. Previous Owner I certify under penalty of law that I am no longer the owner of the Transferred Site as described in Section II above. I have provided the New Owner with a copy of the WQMP applicable to the Transferred Site that the New Owner is acquiring from the Previous Owner. Printed Name of Previous Owner Representative: Title: Signature of Previous Owner Representative: Date: B. New Owner I certify under penalty of law that I am the owner of the Transferred Site, as described in Section II above, that I have been provided a copy of the WQMP, and that I have informed myself and understand the New Owner’s responsibilities related to the WQMP, its implementation, and Best Management Practices associated with it. I understand that by signing this notice, the New Owner is accepting all ongoing responsibilities for implementation and amendment of the WQMP for the Transferred Site, which the New Owner has acquired from the Previous Owner. Printed Name of New Owner Representative: Title: Signature: Date: APPENDIX C EDUCATIONAL MATERIALS For More Information Aliso Viejo (949) 425-2535 Anaheim Public Works Operations (714) 765-6860 Brea Engineering (714) 990-7666 Buena Park Public Works (714) 562-3655 Costa Mesa Public Services (714) 754-5323 Cypress Public Works (714) 229-6740 Dana Point Public Works (949) 248-3584 Fountain Valley Public Works (714) 593-4441 Fullerton Engineering Dept (714) 738-6853 Garden Grove Public Works (714) 741-5956 Huntington Beach Public Works (714) 536-5431 Irvine Public Works (949) 724-6315 La Habra Public Services (562) 905-9792 La Palma Public Works (714) 690-3310 Laguna Beach Water Quality (949) 497-0378 Laguna Hills Public Services (949) 707-2650 Laguna Niguel Public Works (949) 362-4337 Laguna Woods Public Works (949) 639-0500 Lake Forest Public Works (949) 461-3480 Los Alamitos Community Dev (562) 431-3538 Mission Viejo Public Works (949) 470-3056 Newport Beach, Code & Water Quality Enforcement (949) 644-3215 Orange Public Works (714) 532-6480 Placentia Public Works (714) 993-8245 Rancho Santa Margarita (949) 635-1800 San Clemente Environmental Programs (949) 361-6143 San Juan Capistrano Engineering (949) 234-4413 Santa Ana Public Works (714) 647-3380 Seal Beach Engineering (562) 431-2527 x317 Stanton Public Works (714) 379-9222 x204 Tustin Public Works/Engineering (714) 573-3150 Villa Park Engineering (714) 998-1500 Westminster Public Works/Engineering (714) 898-3311 x446 Yorba Linda Engineering (714) 961-7138 Orange County Stormwater Program (877) 897-7455 Orange County 24-Hour Water Pollution Problem Reporting Hotline 1-877-89-SPILL (1-877-897-7455) On-line Water Pollution Problem Reporting Form w w w o c w a t e r s h e d s c o m The Ocean Begins at Your Front Door California Environmental Protection Agency www calepa ca gov • Air Resources Board www arb ca gov • Department of Pesticide Regulation www cdpr ca gov • Department of Toxic Substances Control www dtsc ca gov • Integrated Waste Management Board www ciwmb ca gov • Office of Environmental Health Hazard Assessment www oehha ca gov • State Water Resources Control Board www waterboards ca gov Earth 911 - Community-Specific Environmental Information 1-800-cleanup or visit www 1800cleanup org Health Care Agency’s Ocean and Bay Water Closure and Posting Hotline (714) 433-6400 or visit www ocbeachinfo com Integrated Waste Management Dept. of Orange County (714) 834-6752 or visit www oclandfills com for information on household hazardous waste collection centers, recycling centers and solid waste collection O.C. Agriculture Commissioner (714) 447-7100 or visit www ocagcomm com Stormwater Best Management Practice Handbook Visit www cabmphandbooks com UC Master Gardener Hotline (714) 708-1646 or visit www uccemg com D i d Y o u K n o w ? M o s t p e o p l e b e l i e v e t h a t t h e l a r g e s t s o u r c e o f w a t e r p o l l u t i o n i n u r b a n a r e a s c o m e s f r o m s p e c i f i c s o u r c e s s u c h a s f a c t o r i e s a n d s e w a g e t r e a t m e n t p l a n t s I n f a c t , t h e l a r g e s t s o u r c e o f w a t e r p o l l u t i o n c o m e s f r o m c i t y s t r e e t s , n e i g h b o r h o o d s , c o n s t r u c t i o n s i t e s a n d p a r k i n g l o t s T h i s t y p e o f p o l l u t i o n i s s o m e t i m e s c a l l e d “ n o n - p o i n t s o u r c e ” p o l l u t i o n T h e r e a r e t w o t y p e s o f n o n - p o i n t s o u r c e p o l l u t i o n : s t o r m w a t e r a n d u r b a n r u n o f f p o l l u t i o n S t o r m w a t e r r u n o f f r e s u l t s f r o m r a i n f a l l W h e n r a i n s t o r m s c a u s e l a r g e v o l u m e s o f w a t e r t o r i n s e t h e u r b a n l a n d s c a p e , p i c k i n g u p p o l l u t a n t s a l o n g t h e w a y U r b a n r u n o f f c a n h a p p e n a n y t i m e o f t h e y e a r w h e n e x c e s s i v e w a t e r u s e f r o m i r r i g a t i o n , v e h i c l e w a s h i n g a n d o t h e r s o u r c e s c a r r i e s t r a s h , l a w n c l i p p i n g s a n d o t h e r u r b a n p o l l u t a n t s i n t o s t o r m d r a i n s W h e r e D o e s I t G o ? A n y t h i n g w e u s e o u t s i d e h o m e s , v e h i c l e s a n d b u s i n e s s e s – l i k e m o t o r o i l , p a i n t , p e s t i c i d e s , f e r t i l i z e r s a n d c l e a n e r s – c a n b e b l o w n o r w a s h e d i n t o s t o r m d r a i n s A l i t t l e w a t e r f r o m a g a r d e n h o s e o r r a i n c a n a l s o s e n d m a t e r i a l s i n t o s t o r m d r a i n s S t o r m d r a i n s a r e s e p a r a t e f r o m o u r s a n i t a r y s e w e r s y s t e m s ; u n l i k e w a t e r i n s a n i t a r y s e w e r s ( f r o m s i n k s o r t o i l e t s ) , w a t e r i n s t o r m d r a i n s i s n o t t r e a t e d b e f o r e e n t e r i n g o u r w a t e r w a y s Printed on Recycled Paper The Orange County Stormwater Program has created and moderates an electronic mailing list to facilitate communications, take questions and exchange ideas among its users about issues and topics related to stormwater and urban runoff and the implementation of program elements To join the list, please send an email to ocstormwaterinfo-join@list ocwatersheds com Orange County Stormwater Program E v e n i f y o u l i v e m i l e s f r o m t h e P a c i f i c O c e a n , y o u m a y b e u n k n o w i n g l y p o l l u t i n g i t . S o u r c e s o f N o n - P o i n t S o u r c e P o l l u t i o n A u t o m o t i v e l e a k s a n d s p i l l s I m p r o p e r d i s p o s a l o f u s e d o i l a n d o t h e r e n g i n e f l u i d s M e t a l s f o u n d i n v e h i c l e e x h a u s t , w e a t h e r e d p a i n t , r u s t , m e t a l p l a t i n g a n d t i r e s P e s t i c i d e s a n d f e r t i l i z e r s f r o m l a w n s , g a r d e n s a n d f a r m s I m p r o p e r d i s p o s a l o f c l e a n e r s , p a i n t a n d p a i n t r e m o v e r s S o i l e r o s i o n a n d d u s t d e b r i s f r o m l a n d s c a p e a n d c o n s t r u c t i o n a c t i v i t i e s L i t t e r , l a w n c l i p p i n g s , a n i m a l w a s t e , a n d o t h e r o r g a n i c m a t t e r O i l s t a i n s o n p a r k i n g l o t s a n d p a v e d s u r f a c e s T h e E f f e c t o n t h e O c e a n N o n - p o i n t s o u r c e p o l l u t i o n c a n h a v e a s e r i o u s i m p a c t o n w a t e r q u a l i t y i n O r a n g e C o u n t y P o l l u t a n t s f r o m t h e s t o r m d r a i n s y s t e m c a n h a r m m a r i n e l i f e a s w e l l a s c o a s t a l a n d w e t l a n d h a b i t a t s T h e y c a n a l s o d e g r a d e r e c r e a t i o n a r e a s s u c h a s b e a c h e s , h a r b o r s a n d b a y s S t o r m w a t e r q u a l i t y m a n a g e m e n t p r o g r a m s h a v e b e e n d e v e l o p e d t h r o u g h o u t O r a n g e C o u n t y t o e d u c a t e a n d e n c o u r a g e t h e p u b l i c t o p r o t e c t w a t e r q u a l i t y , m o n i t o r r u n o f f i n t h e s t o r m d r a i n s y s t e m , i n v e s t i g a t e i l l e g a l d u m p i n g a n d m a i n t a i n s t o r m d r a i n s S u p p o r t f r o m O r a n g e C o u n t y r e s i d e n t s a n d b u s i n e s s e s i s n e e d e d t o i m p r o v e w a t e r q u a l i t y a n d r e d u c e u r b a n r u n o f f p o l l u t i o n P r o p e r u s e a n d d i s p o s a l o f m a t e r i a l s w i l l h e l p s t o p p o l l u t i o n b e f o r e i t r e a c h e s t h e s t o r m d r a i n a n d t h e o c e a n D u m p i n g o n e q u a r t o f m o t o r o i l i n t o a s t o r m d r a i n c a n c o n t a m i n a t e 2 5 0 , 0 0 0 g a l l o n s o f w a t e r . Follow these simple steps to help reduce water pollution: Household Activities Do not rinse spills with water Use dry cleanup methods such as applying cat litter or another absorbent material, sweep and dispose of in the trash Take items such as used or excess batteries, oven cleaners, automotive fluids, painting products and cathode ray tubes, like TVs and computer monitors, to a Household Hazardous Waste Collection Center (HHWCC) For a HHWCC near you call (714) 834-6752 or visit www oclandfills com Do not hose down your driveway, sidewalk or patio to the street, gutter or storm drain Sweep up debris and dispose of it in the trash Automotive Take your vehicle to a commercial car wash whenever possible If you wash your vehicle at home, choose soaps, cleaners, or detergents labeled non-toxic, phosphate- free or biodegradable Vegetable and citrus-based products are typically safest for the environment Do not allow washwater from vehicle washing to drain into the street, gutter or storm drain Excess washwater should be disposed of in the sanitary sewer (through a sink or toilet) or onto an absorbent surface like your lawn Monitor your vehicles for leaks and place a pan under leaks Keep your vehicles well maintained to stop and prevent leaks Never pour oil or antifreeze in the street, gutter or storm drain Recycle these substances at a service station, a waste oil collection center or used oil recycling center For the nearest Used Oil Collection Center call 1-800-CLEANUP or visit www 1800cleanup org Never allow pollutants to enter the street, gutter or storm drain! Lawn and Garden Pet and animal waste Pesticides Clippings, leaves and soil Fertilizer Common Pollutants Automobile Oil and grease Radiator fluids and antifreeze Cleaning chemicals Brake pad dust Home Maintenance Detergents, cleaners and solvents Oil and latex paint Swimming pool chemicals Outdoor trash and litter The Ocean Begins at Your Front Door Trash Place trash and litter that cannot be recycled in securely covered trash cans Whenever possible, buy recycled products Remember: Reduce, Reuse, Recycle Pet Care Always pick up after your pet Flush waste down the toilet or dispose of it in the trash Pet waste, if left outdoors, can wash into the street, gutter or storm drain If possible, bathe your pets indoors If you must bathe your pet outside, wash it on your lawn or another absorbent/permeable surface to keep the washwater from entering the street, gutter or storm drain Follow directions for use of pet care products and dispose of any unused products at a HHWCC Pool Maintenance Pool and spa water must be dechlorinated and free of excess acid, alkali or color to be allowed in the street, gutter or storm drain When it is not raining, drain dechlorinated pool and spa water directly into the sanitary sewer Some cities may have ordinances that do not allow pool water to be disposed of in the storm drain Check with your city Landscape and Gardening Do not over-water Water your lawn and garden by hand to control the amount of water you use or set irrigation systems to reflect seasonal water needs If water flows off your yard onto your driveway or sidewalk, your system is over-watering Periodically inspect and fix leaks and misdirected sprinklers Do not rake or blow leaves, clippings or pruning waste into the street, gutter or storm drain Instead, dispose of waste by composting, hauling it to a permitted landfill, or as green waste through your city’s recycling program Follow directions on pesticides and fertilizer, (measure, do not estimate amounts) and do not use if rain is predicted within 48 hours Take unwanted pesticides to a HHWCC to be recycled For locations and hours of HHWCC, call (714) 834-6752 or visit www oclandfills com Do your part to prevent water pollution in our creeks, rivers, bays and ocean. Clean beaches and healthy creeks, rivers, bays, and ocean are important to Orange County.However, many common household activities can lead to water pollution if you’re not careful. Litter, oil, chemicals and other substances that are left on your yard or driveway can be blown or washed into storm drains that flow to the ocean. Over-watering your lawn and washing your car can also flush materials into the storm drains. Unlike water in sanitary sewers (from sinks and toilets), water in storm drains is not treated. You would never pour soap, fertilizers or oil into the ocean, so don’t let them enter streets, gutters or storm drains. Follow the easy tips in this brochure to help prevent water pollution.GENUINE RECYCLED P APER 50% PRE-CONSUMER AND 15% POST-CONSUMER REMEMBER THE WATER IN YOUR STORM DRAIN IS NOT TREATED BEFORE IT ENTERS OUR WATERWAYS The Ocean Begins at Your Front Door For more information, please call the Orange County Stormwater Program at 1-877-89-SPILL (1-877-897-7455) or visit www.ocwatersheds.com To report a spill, call the Orange County 24-Hour Water Pollution Problem Reporting Hotline 1-877-89-SPILL (1-877-897-7455). For emergencies, dial 911. The tips contained in this brochure provide useful information to help prevent water pollution while performing everyday household activities. If you have other suggestions, please contact your city’s stormwater representatives or call the Orange County Stormwater Program. Help Prevent Ocean Pollution: Household Tips Gardening Activities �Follow directions on pesticides and fertilizers, (measure, do not estimate amounts) and do not use if rain is predicted within 48 hours. �Water your lawn and garden by hand to control the amount of water you use. Set irrigation systems to reflect seasonal water needs. If water flows off your yard and onto your driveway or sidewalk, your system is over-watering. �Mulch clippings or leave them on the lawn. If necessary, dispose in a green waste container. �Cultivate your garden often to control weeds. Washing and Maintaining Your Car �Take your car to a commercial car wash whenever possible. �Choose soaps, cleaners, or detergents labeled “non-toxic,” “phosphate free” or “biodegradable.” Vegetable and citrus- based products are typically safest for the environment, but even these should not be allowed into the storm drain. �Shake floor mats into a trash can or vacuum to clean. �Do not use acid-based wheel cleaners and “hose off” engine degreasers at home. They can be used at a commercial facility, which can properly process the washwater. �Do not dump washwater onto your driveway, sidewalk, street, gutter or storm drain.Excess washwater should be disposed of in the sanitary sewers (through a sink, or toilet) or onto an absorbent surface like your lawn. �Use a nozzle to turn off water when not actively washing down automobile. �Monitor vehicles for leaks and place pans under leaks. Keep your car well maintained to stop and prevent leaks. �Use cat litter or other absorbents and sweep to remove any materials deposited by vehicles. Contain sweepings and dispose of at a HHWCC. �Perform automobile repair and maintenance under a covered area and use drip pans or plastic sheeting to keep spills and waste material from reaching storm drains. �Never pour oil or antifreeze in the street, gutter or storm drains. Recycle these substances at a service station, HHWCC, or used oil recycling center.For the nearest Used Oil Collection Center call 1-800-CLEANUP or visit www.ciwmb.ca.gov/UsedOil. Pollution Prevention Household Activities �Do not rinse spills with water!Sweep outdoor spills and dispose of in the trash. For wet spills like oil, apply cat litter or another absorbent material, then sweep and bring to a household hazardous waste collection center (HHWCC). �Securely cover trash cans. �Take household hazardous waste to a house- hold hazardous waste collection center. �Store household hazardous waste in closed, labeled containers inside or under a cover. �Do not hose down your driveway, sidewalk or patio. Sweep up debris and dispose of in trash. �Always pick up after your pet. Flush waste down the toilet or dispose of in the trash. �Bathe pets indoors or have them professionally groomed. Household Hazardous Wastes include: �Batteries �Paint thinners, paint strippers and removers �Adhesives �Drain openers �Oven cleaners �Wood and metal cleaners and polishes �Herbicides and pesticides �Fungicides/wood preservatives �Automotive fluids and products �Grease and rust solvents �Thermometers and other productscontaining mercury �Fluorescent lamps �Cathode ray tubes, e.g. TVs, computermonitors �Pool and spa chemicals For locations and hours of Household Hazardous Waste Collection Centers in Anaheim, Huntington Beach, Irvine and San Juan Capistrano, call (714)834-6752 or visit www.oclandfills.com. Ayude a prevenir la contaminación del océano Do your part to prevent water pollution in our creeks, rivers, bays and ocean. Clean beaches and healthy creeks, rivers, bays and ocean are important to Orange County. However, not properly disposing of household hazardous waste can lead to water pollution. Batteries, electronics, paint, oil, gardening chemicals, cleaners and other hazardous materials cannot be thrown in the trash. They also must never be poured or thrown into yards, sidewalks, driveways, gutters or streets. Rain or other water could wash the materials into the storm drain and eventually into our waterways and the ocean. In addition, hazardous waste must not be poured in the sanitary sewers (sinks and toilets). For more information, please call the Orange County Stormwater Program at 1-877-89-SPILL (1-877-897-7455) or visit www.ocwatersheds.com To Report Illegal Dumping of Household Hazardous Waste call 1-800-69-TOXIC To report a spill, call the Orange County 24-Hour Water Pollution Problem Reporting Hotline 1-877-89-SPILL (1-877-897-7455). For emergencies, dial 911. ORANGE COUNTY Help Prevent Ocean Pollution: Proper Disposal of Household Hazardous Waste The Ocean Begins at Your Front Door Printed on Recycled Paper NEVER DISPOSE OF HOUSEHOLD HAZARDOUS WASTE IN THE TRASH, STREET, GUTTER, STORM DRAIN OR SEWER. Pollution Prevention Leftover household products that contain corrosive, toxic, ignitable, or reactive ingredients are considered to be “household hazardous waste” or “HHW.” HHW can be found throughout your home, including the bathroom, kitchen, laundry room and garage. Disposal of HHW down the drain, on the ground, into storm drains, or in the trash is illegal and unsafe. Proper disposal of HHW is actually easy. Simply drop them off at a Household Hazardous Waste Collection Center (HHWCC) for free disposal and recycling. Many materials including anti-freeze, latex- based paint, motor oil and batteries can be recycled. Some centers have a “Stop & Swap” program that lets you take partially used home, garden, and automobile products free of charge. There are four HHWCCs in Orange County: Anaheim: ..................1071 N. Blue Gum St Huntington Beach: .........17121 Nichols St Irvine:............................ 6411 Oak Canyon San Juan Capistrano:...32250 La Pata Ave Centers are open Tuesday-Saturday, 9 a.m.- 3 p.m. Centers are closed on rainy days and major holidays. For more information, call (714) 834-6752 or visit www.oclandfills.com. Common household hazardous wastes Batteries Paint and paint products Adhesives Drain openers Household cleaning products Wood and metal cleaners and polishes Pesticides Fungicides/wood preservatives Automotive products (antifreeze, motor oil, fluids) Grease and rust solvents Fluorescent lamps Mercury (thermometers & thermostats) All forms of electronic waste including computers and microwaves Pool & spa chemicals Cleaners Medications Propane (camping & BBQ) Mercury-containing lamps Television & monitors (CRTs, flatscreens) Tips for household hazardous waste Never dispose of HHW in the trash, street, gutter, storm drain or sewer. Keep these materials in closed, labeled containers and store materials indoors or under a cover. When possible, use non-hazardous products. Reuse products whenever possible or share with family and friends. Purchase only as much of a product as you’ll need. Empty containers may be disposed of in the trash. HHW can be harmful to humans, pets and the environment. Report emergencies to 911. WHEN POSSIBLE, USE NON-HAZARDOUS OR LESS-HAZARDOUS PRODUCTS. Help Prevent Ocean Pollution: Recycle at Your Local Used Oil Collection Center NORTH COUNTY For more information, please call the Orange County Stormwater Program at 1-877-89-SPILL (1-877-897-7455) or visit www.watersheds.com. For information about the proper disposal of household hazardous waste, call the Household Waste Hotline at (714) 834-6752 or visit www.oclandfills.com. For additional information about the nearest oil recycling center, call the Used Oil Program at 1-800-CLEANUP or visit www.cleanup.org. Did you know that just one quart of oil can pollute 250,000 gallons of water? A clean ocean and healthy creeks, rivers, bays and beaches are important to Orange County. However, not properly disposing of used oil can lead to water pollution. If you pour or drain oil onto driveways, sidewalks or streets, it can be washed into the storm drain. Unlike water in sanitary sewers (from sinks and toilets), water in storm drains is not treated before entering the ocean. Help prevent water pollution by taking your used oil to a used oil collection center. Included in this brochure is a list of locations that will accept up to five gallons of used motor oil at no cost. Many also accept used oil filters. Please contact the facility before delivering your used oil. This listing of companies is for your reference and does not constitute a recommendation or endorsement of the company. Please note that used oil filters may not be disposed of with regular household trash. They must be taken to a household hazardous waste collection or recycling center in Anaheim, Huntington Beach, Irvine or San Juan Capistrano. For information about these centers, visit www.oclandfills.com. Please do not mix your oil with other substances! The Ocean Begins at Your Front Door DTP113 Rev 8/03 printed on recycled paper Used Oil Collection Centers This information was provided by the County of Orange Integrated Waste Management Department and the California Integrated Waste Management Board (CIWMB). Anaheim All Seasons Tire and Auto Center, Inc. 817 S Brookhurst St., Anaheim, CA 92804 (714)772-6090( ) CIWMB#: 30-C-03177 AutoZone #3317 423 N Anaheim Blvd., Anaheim, CA 92805 (714)776-0787( ) CIWMB#: 30-C-05263 AutoZone #5226 2145 W Lincoln Ave., Anaheim, CA 92801 (714)533-6599( ) CIWMB#: 30-C-04604 Bedard Automotive 3601 E Miraloma Ave., Anaheim, CA 92806 (714)528-1380( ) CIWMB#: 30-C-02205 Classic Chevrolet 1001 Weir Canyon Rd., Anaheim, CA 92807 (714)283-5400( ) CIWMB#: 30-C-05223 Econo Lube N' Tune #4 3201 W Lincoln Ave., Anaheim, CA 92801 (714)821-0128( ) CIWMB#: 30-C-01485 EZ Lube Inc - Savi Ranch #43 985 N Weir Canyon Rd., Anaheim, CA 92807 (714)556-1312( ) CIWMB#: 30-C-06011 Firestone Store #71C7 1200 S Magnolia Ave., Anaheim, CA 92804 (949)598-5520( ) CIWMB#: 30-C-05743 Great Western Lube Express 125 N Brookhurst St., Anaheim, CA 92801 (714)254-1300( ) CIWMB#: 30-C-05542 HR Pro Auto Service Center 3180 W Lincoln Ave., Anaheim, CA 92801 (714)761-4343( ) CIWMB#: 30-C-05927 Ira Newman Automotive Services 1507 N State College Blvd., Anaheim, CA 92806 (714)635-2392( ) CIWMB#: 30-C-01482 Jiffy Lube #1028 2400 W Ball Rd., Anaheim, CA 92804 (714)761-5211( ) CIWMB#: 30-C-00870 Jiffy Lube #1903 2505 E Lincoln Ave., Anaheim, CA 92806 (714)772-4000( ) CIWMB#: 30-C-05511 Jiffy Lube #2340 2181 W Lincoln Ave., Anaheim, CA 92801 (714)533-1000( ) CIWMB#: 30-C-04647 Kragen Auto Parts #1303 1088 N State College Blvd., Anaheim, CA 92806 (714)956-7351( ) CIWMB#: 30-C-03438 Kragen Auto Parts #1399 2245 W Ball Rd., Anaheim, CA 92804 (714)490-1274( ) CIWMB#: 30-C-04094 Kragen Auto Parts #1565 2072 Lincoln Ave., Anaheim, CA 92806 (714)502-6992( ) CIWMB#: 30-C-04078 Kragen Auto Parts #1582 3420 W Lincoln Ave., Anaheim, CA 92801 (714)828-7977( ) CIWMB#: 30-C-04103 Pep Boys #613 10912 Katella Ave., Anaheim, CA 92804 (714)638-0863( ) CIWMB#: 30-C-01756 Pep Boys #663 3030 W Lincoln Anaheim, CA 92801 (714)826-4810( ) CIWMB#: 30-C-03417 Pep Boys #809 8205 E Santa Ana Cyn Rd., Anaheim, CA 92808 (714)974-0105( ) CIWMB#: 30-C-03443 Pick Your Part 1235 S Beach Blvd., Anaheim, CA 92804 (714)527-1645( ) CIWMB#: 30-C-03744 PK Auto Performance 3106 W. Lincoln Ave., Anaheim, CA 92801 (714)826-2141( ) CIWMB#: 30-C-05628 Quick Change Lube and Oil 2731 W Lincoln Ave., Anaheim, CA 92801 (714)821-4464( ) CIWMB#: 30-C-04363 Saturn of Anaheim 1380 S Auto Center Dr.,Anaheim, CA 92806 (714)648-2444( ) CIWMB#: 30-C-06332 Sun Tech Auto Service 105 S State College Blvd., Anaheim, CA 92806 (714)956-1389( ) CIWMB#: 30-C-06455 Vonic Truck Services 515 S Rose St., Anaheim, CA 92805 (714)533-3333( ) CIWMB#: 30-C-01142 Anaheim Hills Anaheim Hills Car Wash & Lube 5810 E La Palma Ave., Anaheim Hills, CA 92807 (714)777-6605( ) CIWMB#: 30-C-01387 Brea Firestone Store #27A9 891 E Imperial Hwy., Brea, CA 92821 (714)529-8404( ) CIWMB#: 30-C-01221 Oil Can Henry's 230 N Brea Blvd., Brea, CA 92821 (714)990-1900( ) CIWMB#: 30-C-04273 Buena Park Firestone Store #71F7 6011 Orangethorpe Buena Park, CA 90620 (714)670-7912( ) CIWMB#: 30-C-01218 Firestone Store #71T8 8600 Beach Blvd., Buena Park, CA 90620 (714)827-5300( ) CIWMB#: 30-C-02121 Kragen Auto Parts #1204 5303 Beach Blvd., Buena Park, CA 90621 (714)994-1320( ) CIWMB#: 30-C-02623 Cypress AutoZone #5521 5471 Lincoln Ave., Cypress, CA 90630 (714)995-4644( ) CIWMB#: 30-C-00836 Big O Tires 6052 Cerritos Ave., Cypress, CA 90630 (714)826-6334( ) CIWMB#: 30-C-04245 Econo Lube N' Tune #213 5497 Cerritos Ave., Cypress, CA 90630 (714)761-0456( ) CIWMB#: 30-C-06240 Jiffy Lube #851 4942 Lincoln Ave., Cypress, CA 90630 (626)965-9689( ) CIWMB#: 30-C-06182 M &N Coastline Auto & Tire Service 4005 Ball Rd., Cypress, CA 90630 (714)826-1001( ) CIWMB#: 30-C-04387 Masterlube #103 5904 Lincoln Cypress, CA 90630 (714)826-2323( ) CIWMB#: 30-C-01071 Masterlube #104 5971 Ball Rd., Cypress, CA 90630 (714)220-1555( ) CIWMB#: 30-C-04682 Metric Motors of Cypress 6042 Cerritos Ave., Cypress, CA 90630 (714)821-4702( ) CIWMB#: 30-C-05157 Fullerton AutoZone #2898 146 N. Raymond Ave., Fullerton, CA 92831 (714)870-9772( ) CIWMB#: 30-C-04488 AutoZone #5522 1801 Orangethorpe W.Fullerton, CA 92833 (714)870-8286( ) CIWMB#: 30-C-06062 AutoZone #5523 102 N Euclid Fullerton, CA 92832 (714)870-8286( ) CIWMB#: 30-C-04755 EZ Lube #17 4002 N Harbor Blvd., Fullerton, CA 92835 (714)871-9980( ) CIWMB#: 30-C-03741 Firestone Store #27EH 1933 N Placentia Ave., Fullerton, CA 92831 (714)993-7100( ) CIWMB#: 30-C-02122 Fox Service Center 1018 W Orangethorpe Fullerton, CA 92833 (714)879-1430( ) CIWMB#: 30-C-02318 Fullerton College Automotive Technology 321 E Chapman Ave., Fullerton, CA 92832 (714)992-7275( ) CIWMB#: 30-C-03165 Kragen Auto Parts #0731 2978 Yorba Linda Fullerton, CA 92831 (714)996-4780( ) CIWMB#: 30-C-02628 Kragen Auto Parts #4133 904 W Orangethorpe Ave., Fullerton, CA 92832 (714)526-3570( ) CIWMB#: 30-C-06256 Pep Boys #642 1530 S Harbor Blvd., Fullerton, CA 92832 (714)870-0700( ) CIWMB#: 30-C-01755 Sunnyside 76 Car Care Center 2701 N Brea Blvd., Fullerton, CA 92835 (714)256-0773( ) CIWMB#: 30-C-01381 Garden Grove 76 Pro Lube Plus 9001 Trask Ave., Garden Grove, CA 92844 (714)393-0590( ) CIWMB#: 30-C-05276 AutoZone #5527 13190 Harbor Blvd., Garden Grove, CA 92843 (714)636-5665( ) CIWMB#: 30-C-04760 David Murray Shell 12571 Vly View St., Garden Grove, CA 92845 (714)898-0170( ) CIWMB#: 30-C-00547 Express Lube & Wash 8100 Lampson Ave., Garden Grove, CA 92841 (909)316-8261( ) CIWMB#: 30-C-06544 Firestone Store #7180 10081 Chapman Ave., Garden Grove, CA 92840 (714)530-4630( ) CIWMB#: 30-C-01224 Firestone Store #71W3 13961 Brookhurst St., Garden Grove, CA 92843 (714)590-2741( ) CIWMB#: 30-C-03690 Jiffy Lube #1991 13970 Harbor Blvd., Garden Grove, CA 92843 (714)554-0610( ) CIWMB#: 30-C-05400 Kragen Auto Parts #1251 13933 N Harbor Blvd., Garden Grove, CA 92843 (714)554-3780( ) CIWMB#: 30-C-02663 Kragen Auto Parts #1555 9851 Chapman Ave., Garden Grove, CA 92841 (714)741-8030( ) CIWMB#: 30-C-04079 Nissan of Grarden Grove 9670 Trask Ave., Garden Grove, CA 92884 (714)537-0900( ) CIWMB#: 30-C-06553 Toyota of Garden Grove 9444 Trask Ave., Garden Grove, CA 92844 (714)895-5595( ) CIWMB#: 30-C-06555 La Habra AutoZone #5532 1200 W Imperial Hwy., La Habra, CA 90631 (562)694-5337( ) CIWMB#: 30-C-04784 Burch Ford 201 N Harbor Blvd., La Habra, CA 90631 (562)691-3225( ) CIWMB#: 30-C-05179 Firestone Store #2736 1071 S Beach Blvd., La Habra, CA 90631 (562)691-1731( ) CIWMB#: 30-C-01169 Kragen Auto Parts #1569 1621 W Whittier Blvd., La Habra, CA 90631 (562)905-2538( ) CIWMB#: 30-C-04076 Pep Boys #997 125 W Imperial Hwy., La Habra, CA 90631 (714)447-0601( ) CIWMB#: 30-C-04026 SpeeDee Oil Change & Tune-Up 1580 W Imperial Hwy., La Habra, CA 90631 (562)697-3513( ) Los Alamitos Jiffy Lube #1740 3311 Katella Ave., Los Alamitos, CA 90720 (562)596-1827( ) CIWMB#: 30-C-03529 Midway City Bolsa Transmission 8331 Bolsa Ave., Midway City, CA 92655 (714)799-6158( ) CIWMB#: 30-C-05768 Placentia Advanced Auto & Diesel 144 S Bradford Placentia, CA 92870 (714)996-8222( ) CIWMB#: 30-C-06242 Castner's Auto Service 214 S. Bradford Ave., Placentia, CA 92870 (714)528-1311( ) CIWMB#: 30-C-06452 Econo Lube N' Tune 100 W Chapman Ave., Placentia, CA 92870 (714)524-0424( ) CIWMB#: 30-C-06454 Fairway Ford 1350 E Yorba Linda Blvd., Placentia, CA 92870 (714)524-1200( ) CIWMB#: 30-C-01863 Seal Beach M &N Coastline Auto & Tire Service 12239 Seal Beach Blvd., Seal Beach, CA 90740 (714)826-1001( ) CIWMB#: 30-C-04433 Seal Beach Chevron 12541 Seal Beach Blvd., Seal Beach, CA 90740 (949)495-0774(14 ) CIWMB#: 30-C-06425 Stanton AutoZone #2806 11320 Beach Blvd., Stanton, CA 90680 (714)895-7665( ) CIWMB#: 30-C-04563 Joe's Auto Clinic 11763 Beach Blvd., Stanton, CA 90680 (714)891-7715( ) CIWMB#: 30-C-03253 Kragen Auto Parts #1742 11951 Beach Blvd., Stanton, CA 90680 (714)799-7574( ) CIWMB#: 30-C-05231 Scher Tire #20 7000 Katella Ave., Stanton, CA 90680 (714)892-9924( ) CIWMB#: 30-C-05907 USA 10 Minute Oil Change 8100 Lampson Ave., Stanton, CA 92841 (714)373-4432( ) CIWMB#: 30-C-05909 Westminster AutoZone #5543 6611 Westminster Blvd., Westminster, CA 92683 (714)898-2898( ) CIWMB#: 30-C-04964 AutoZone #5544 8481 Westminster Blvd., Westminster, CA 92683 (714)891-3511( ) CIWMB#: 30-C-04966 City of Westminster Corporate Yard 14381 Olive St., Westminster, CA 92683 (714)895-2876(292 ) CIWMB#: 30-C-02008 Honda World 13600 Beach Blvd., Westminster, CA 92683 (714)890-8900( ) CIWMB#: 30-C-03639 Jiffy Lube #1579 6011 Westminster Blvd., Westminster, CA 92683 (714)899-2727( ) CIWMB#: 30-C-02745 John's Brake & Auto Repair 13050 Hoover St., Westminster, CA 92683 (714)379-2088( ) CIWMB#: 30-C-05617 Kragen Auto Parts #0762 6562 Westminster Blvd., Westminster, CA 92683 (714)898-0810( ) CIWMB#: 30-C-02590 Midway City Sanitary District 14451 Cedarwood St., Westminster, CA 92683 (714)893-3553( ) CIWMB#: 30-C-01626 Pep Boys #653 15221 Beach Blvd., Westminster, CA 92683 (714)893-8544( ) CIWMB#: 30-C-03415 Yorba Linda AutoZone #5545 18528 Yorba Linda Blvd., Yorba Linda, CA 92886 (714)970-8933( ) CIWMB#: 30-C-04971 Econo Lube N' Tune 22270 La Palma Ave., Yorba Linda, CA 92887 (714)692-8394( ) CIWMB#: 30-C-06513 EZ Lube Inc.#41 17511 Yorba Linda Blvd., Yorba Linda, CA 92886 (714)556-1312( ) CIWMB#: 30-C-05739 Firestone Store #27T3 18500 Yorba Linda Blvd., Yorba Linda, CA 92886 (714)779-1966( ) CIWMB#: 30-C-01222 Jiffy Lube #1532 16751 Yorba Linda Blvd., Yorba Linda, CA 92886 (714)528-2800( ) CIWMB#: 30-C-03777 Mike Schultz Import Service 4832 Eureka Ave., Yorba Linda, CA 92886 (714)528-4411( ) CIWMB#: 30-C-04313 For more information, please call the Orange County Stormwater Program at 1-877-89-SPILL (1-877-897-7455) or visit www.ocwatersheds.com UCCE Master Gardener Hotline: (714) 708-1646 To report a spill, call the Orange County 24-Hour Water Pollution Problem Reporting Hotline 1-877-89-SPILL (1-877-897-7455). For emergencies, dial 911. The tips contained in this brochure provide useful information to help prevent water pollution while landscaping or gardening. If you have other suggestions, please contact your city’s stormwater representatives or call the Orange County Stormwater Program. C lean beaches and healthy creeks, rivers, bays and ocean are important to Orange County. However, many common activities can lead to water pollution if you’re not careful. Fertilizers, pesticides and other chemicals that are left on yards or driveways can be blown or washed into storm drains that flow to the ocean. Overwatering lawns can also send materials into storm drains. Unlike water in sanitary sewers (from sinks and toilets), water in storm drains is not treated before entering our waterways. You would never pour gardening products into the ocean, so don’t let them enter the storm drains. Follow these easy tips to help prevent water pollution. Printed on Recycled Paper Tips for Landscape and GardeningTips for Landscape & Gardening Never allow gardening products or polluted water to enter the street, gutter or storm drain. General Landscaping Tips Protect stockpiles and materials from wind and rain by storing them under tarps or secured plastic sheeting. Prevent erosion of slopes by planting fast-growing, dense ground covering plants. These will shield and bind the soil. Plant native vegetation to reduce the amount of water, fertilizers, and pesticide applied to the landscape. Never apply pesticides or fertilizers when rain is predicted within the next 48 hours. Garden & Lawn Maintenance Do not overwater. Use irrigation practices such as drip irrigation, soaker hoses or micro spray systems. Periodically inspect and fix leaks and misdirected sprinklers. Do not rake or blow leaves, clippings or pruning waste into the street, gutter or storm drain. Instead, dispose of green waste by composting, hauling it to a permitted landfill, or recycling it through your city’s program. Use slow-release fertilizers to minimize leaching, and use organic fertilizers. Read labels and use only as directed. Do not over-apply pesticides or fertilizers. Apply to spots as needed, rather than blanketing an entire area. Store pesticides, fertilizers and other chemicals in a dry covered area to prevent exposure that may result in the deterioration of containers and packaging. Rinse empty pesticide containers and re-use rinse water as you would use the product. Do not dump rinse water down storm drains. Dispose of empty containers in the trash. When available, use non-toxic alternatives to traditional pesticides, and use pesticides specifically designed to control the pest you are targeting. For more information, visit www.ipm.ucdavis.edu. If fertilizer is spilled, sweep up the spill before irrigating. If the spill is liquid, apply an absorbent material such as cat litter, and then sweep it up and dispose of it in the trash. Take unwanted pesticides to a Household Hazardous Waste Collection Center to be recycled. Locations are provided below. Household Hazardous Waste Collection Centers Anaheim: 1071 N. Blue Gum St. Huntington Beach: 17121 Nichols St. Irvine: 6411 Oak Canyon San Juan Capistrano: 32250 La Pata Ave. For more information, call (714) 834-6752 or visit www.oclandfills.com C lean beaches and healthy creeks, rivers, bays and ocean are important to Orange County. However, many common activities can lead to water pollution if you’re not careful. Pet waste and pet care products can be washed into the storm drains that flow to the ocean. Unlike water in sanitary sewers (from sinks and toilets), water in storm drains is not treated before entering our waterways. You would never put pet waste or pet care products into the ocean, so don’t let them enter the storm drains. Follow these easy tips to help prevent water pollution. For more information, please call the Orange County Stormwater Program at 1-877-89-SPILL (1-877-897-7455) or visit www.ocwatersheds.com To report a spill, call the Orange County 24-Hour Water Pollution Problem Reporting Hotline 1-877-89-SPILL (1-877-897-7455). For emergencies, dial 911. The tips contained in this brochure provide useful information to help prevent water pollution while caring for your pet. If you have other suggestions, please contact your city’s stormwater representatives or call the Orange County Stormwater Program. Printed on Recycled Paper Never let any pet care products or washwater run off your yard and into the street, gutter or storm drain. Washing Your Pets Even biodegradable soaps and shampoos can be harmful to marine life and the environment. If possible, bathe your pets indoors using less-toxic shampoos or have your pet professionally groomed. Follow instructions on the products and clean up spills. If you bathe your pet outside, wash it on your lawn or another absorbent/ permeable surface to keep the washwater from running into the street, gutter or storm drain. Flea Control Consider using oral or topical flea control products. If you use flea control products such as shampoos, sprays or collars, make sure to dispose of any unused products at a Household Hazardous Waste Collection Center. For location information, call (714) 834-6752. Why You Should Pick Up After Your Pet It’s the law! Every city has an ordinance requiring you to pick up after your pet. Besides being a nuisance, pet waste can lead to water pollution, even if you live inland. During rainfall, pet waste left outdoors can wash into storm drains. This waste flows directly into our waterways and the ocean where it can harm human health, marine life and the environment. As it decomposes, pet waste demands a high level of oxygen from water. This decomposition can contribute to killing marine life by reducing the amount of dissolved oxygen available to them. Have fun with your pets, but please be a responsible pet owner by taking care of them and the environment. Take a bag with you on walks to pick up after your pet. Dispose of the waste in the trash or in a toilet. Tips for Pet Care Clean beaches and healthy creeks, rivers, bays and ocean are important to Orange County. However, if we are not careful, our daily activities can lead directly to water pollution problems. Water that drains through your watershed can pick up pollutants which are then transported to our waterways and beautiful ocean. You can prevent water pollution by taking personal action and by working with members of your watershed community to prevent urban runoff from entering your waterway. For more information, please call the Orange County Stormwater Program at 1.877.89.SPILL or visit www.ocwatersheds.com To report a spill, call the Orange County 24-Hour Water Pollution Problem Reporting Hotline at 1.877.89.SPILL. For emergencies, dial 911. The tips contained in this brochure provide useful information to help protect your watershed. If you have other suggestions, please contact your city’s stormwater representatives or call the Orange County Stormwater Program. Help Prevent Ocean Pollution: The Ocean Begins at Your Front Door Tips For Protecting Your Watershed WHAT STARTS HERE COULD TRAVEL HERE AND ENDS UP HERE WHICH FLOWS THROUGH HERE Printed on Recycled Paper My Watershed. Our Ocean. Water + shed, noun: A region of land within which water flows down into a specified water body, such as a river, lake, sea, or ocean; a drainage basin or catchment basin. Orange County is comprised of 11 major watersheds into which most of our water flows, connecting all of Orange County to the Pacific Ocean. As water from rain (stormwater) or sprinklers and hoses (urban runoff) runs down your driveway and into your neighborhood streets, sidewalks and gutters, it flows into storm drains that lead to waterways within your watershed. The waterways from other cities merge as they make their way through our watersheds until all the runoff water in Orange County meets at the Pacific Ocean. The water that reaches our ocean is not pure. As it flows through the watershed, it picks up pollutants such as litter, cigarette butts, fertilizer, pesticides, pet waste, motor oil and lawn clippings. Unlike water that enters the sewer (from sinks and toilets), water that enters the storm drain is not treated before it flows, ultimately, to the ocean. Water quality can be improved by “Adopting Your Watershed.” Through this effort, we are challenging citizens and organizations to join the Orange County Stormwater Program and others who are working to protect and restore our creeks, rivers, bays and ocean. There are many opportunities to get involved: • Appreciate your watershed - explore the creeks, trails and ocean and make observations about its conditions. If you see anything abnormal (such as dead fish, oil spills, leaking barrels, and other pollution) contact the Orange County 24-hour water pollution problem reporting hotline at 1.877.89.SPILL to report the problem. • Research your watershed. Learn about what watershed you live in by visiting www.ocwatersheds.com. • Find a watershed organization in your community and volunteer to help. If there are no active groups, consider starting your own. • Visit EPA’s Adopt Your Watershed’s Catalog of Watershed Groups at www.epa.gov/adopt to locate groups in your community. • Organize or join in a creek, river, bay or ocean cleanup event such as Coastal & Inner Coastal Cleanup Day that takes place the 3rd Saturday of every September. For more information visit www.coast4u.org. Follow these simple tips to protect the water quality of your watershed: • Sweep up debris and dispose of it in the trash. Do not hose down driveways or sidewalks into the street or gutter. • Use dry cleanup methods such as cat litter to absorb spills and sweep up residue. • Set your irrigation systems to reflect seasonal water needs or use weather-based controllers. Inspect for runoff regularly. • Cover trashcans securely. • Take hazardous waste to a household hazardous waste collection center. (For example, paint, batteries and petroleum products) • Pick up after your pet. • Follow application and disposal directions for pesticides and fertilizers. • If you wash your car at home, wash it on your lawn or divert the runoff onto a landscaped area. Consider taking your car to a commercial car wash, where the water is reclaimed or recycled. • Keep your car well maintained. • Never pour oil or antifreeze in the street, gutter or storm drain. P A C I F I C O C E A N 5 405 605 5 5 39 73 55 74 22 22 241 133 133 57 90 91 91 39 1 1 57 261 73 241 1 90 1 55 91 241 1 Brea Tustin Orange Villa Park Stanton Cypress Anaheim Rossmoor La Palma La Habra Santa Ana PlacentiaFullerton Seal Beach Dana Point Costa Mesa Buena Park Yorba Linda Westminster Lake Forest Aliso Viejo San Clemente Los Alamitos Laguna Woods Laguna Hills Laguna Beach Garden Grove Coto de Caza Newport Beach Mission Viejo Laguna Niguel Foothill Ranch Fountain Valley Tustin Foothills Huntington Beach San Juan Capistrano Rancho Santa Margarita Irvine Santa Ana River Newport Bay San Juan Creek San Gabriel - Coyote Creek Anaheim Bay - Huntington Harbour San Mateo Creek San ClementeCoastal Streams Laguna Coastal Streams Dana PointCoastal Streams Elsinore Valley Middle Santa Ana River Lake Mathews Lake Mathews Santa Ana River Newport Bay San Juan Creek San Gabriel - Coyote Creek Anaheim Bay - Huntington Harbour San Mateo Creek San ClementeCoastal Streams Dana PointCoastal Streams Elsinore Valley Middle Santa Ana River Lake Mathews Lake Mathews Tips for ProtectingYour Watershed For more information, please call the Orange County Stormwater Program at 1-877-89-SPILL (1-877-897-7455) or visit www.ocwatersheds.com To report a spill, call the Orange County 24-Hour Water Pollution Problem Reporting Hotline at 1-877-89-SPILL (1-877-897-7455). For emergencies, dial 911. Proper Maintenance Practices for Your Business The Ocean Begins at Your Front Door PROJECT PREVENTION Help Prevent Ocean Pollution: Preventing water pollution at your commercial/industrial site Clean beaches and healthy creeks, rivers, bays and ocean are important to Orange County. However, many landscape and building maintenance activities can lead to water pollution if you’re not careful. Paint, chemicals, plant clippings and other materials can be blown or washed into storm drains that flow to the ocean. Unlike water in sanitary sewers (from sinks and toilets), water in storm drains is not treated before entering our waterways. You would never pour soap or fertilizers into the ocean, so why would you let them enter the storm drains? Follow these easy tips to help prevent water pollution. Some types of industrial facilities are required to obtain coverage under the State General Industrial Permit. For more information visit: www.swrcb.ca.gov/stormwater/industrial.html Printed on Recycled Paper Tips for Pool Maintenance Call your trash hauler to replace leaking dumpsters. Do not dump any toxic substance or liquid waste on the pavement, the ground, or near a storm drain. Even materials that seem harmless such as latex paint or biodegradable cleaners can damage the environment. Recycle paints, solvents and other materials. For more information about recycling and collection centers, visit www.oclandfills.com. Store materials indoors or under cover and away from storm drains. Use a construction and demolition recycling company to recycle lumber, paper, cardboard, metals, masonry, carpet, plastic, pipes, drywall, rocks, dirt, and green waste. For a listing of construction and demolition recycling locations in your area, visit www.ciwmb.ca.gov/recycle. Properly label materials. Familiarize employees with Material Safety Data Sheets. Landscape Maintenance Compost grass clippings, leaves, sticks and other vegetation, or dispose of it at a permitted landfill or in green waste containers. Do not dispose of these materials in the street, gutter or storm drain. Irrigate slowly and inspect the system for leaks, overspraying and runoff. Adjust automatic timers to avoid overwatering. Follow label directions for the use and disposal of fertilizers and pesticides. Do not apply pesticides or fertilizers if rain is expected within 48 hours or if wind speeds are above 5 mph. Do not spray pesticides within 100 feet of waterways. Fertilizers should be worked into the soil rather than dumped onto the surface. If fertilizer is spilled on the pavement or sidewalk, sweep it up immediately and place it back in the container. Building Maintenance Never allow washwater, sweepings or sediment to enter the storm drain. Sweep up dry spills and use cat litter, towels or similar materials to absorb wet spills. Dispose of it in the trash. If you wash your building, sidewalk or parking lot, you must contain the water. Use a shop vac to collect the water and contact your city or sanitation agency for proper disposal information. Do not let water enter the street, gutter or storm drain. Use drop cloths underneath outdoor painting, scraping, and sandblasting work, and properly dispose of materials in the trash. Use a ground cloth or oversized tub for mixing paint and cleaning tools. Use a damp mop or broom to clean floors. Cover dumpsters to keep insects, animals, rainwater and sand from entering. Keep the area around the dumpster clear of trash and debris. Do not overfill the dumpster. PROJECT PREVENTION Proper Maintenance Practices for your Business Never Dispose of Anything in the Storm Drain. R-5 DISPOSAL OF PET WASTES Pet wastes left in the environment may introduce solids, bacteria, and nutrients to the storm drain. The type and quantity of waste will dictate the proper disposal method. Small quantities of waste are best disposed with regular trash or flushed down a toilet. Large quantities of wastes from herbivore animals may be composted for subsequent use or disposal to landfill. The activities outlined in this fact sheet target the following pollutants: Sediment x Nutrients x Bacteria x Foaming Agents Metals Hydrocarbons Hazardous Materials Pesticides and Herbicides Other Pick up after your pet! It’s as easy as 1-2-3. 1) Bring a bag. 2) Clean it up. 3) Dispose of it properly (toilet or trash). The pollution prevention activities outlined in this fact sheets are used to prevent the discharge of pollutants to the storm drain system. Think before you dispose of any pet wastes. Remember - The ocean starts at your front door. Required Activities • All pet wastes must be picked up and properly disposed of. Pet waste should be disposed of in the regular trash, flushed down a toilet, or composted as type and quantities dictate. • Properly dispose of unused flea control products (shampoo, sprays, or collars). • Manure produced by livestock in uncovered areas should be removed at least daily for composting, or storage in water-tight container prior to disposal. Never hose down to stream or storm drain. Composting or storage areas should be configured and maintained so as not to allow contact with runoff. Compost may be donated to greenhouses, nurseries, and botanical parks. Topsoil companies and composting centers may also accept composted manure. • Line waste pits or trenches with an impermeable layer, such as thick plastic sheeting. • When possible, allow wash water to infiltrate into the ground, or collect in an area that is routed to the sanitary sewer. • Confine livestock in fenced in areas except during exercise and grazing times. Restrict animal access to creeks and streams, preferably by fencing. For additional information contact: County of Orange, OC Watershed Main: (714) 955-0600/ 24hr Water Pollution Discharge Hotline 1-877-89-SPILL or visit our website at: www.ocwatersheds.com • Install gutters that will divert roof runoff away from livestock areas. Recommended Activities • In order to properly dispose of pet waste, carry bags, pooper-scooper, or equivalent to safely pick up pet wastes while walking with pets. • Bathe pets indoors and use less toxic shampoos. When possible, have pets professionally groomed. • Properly inoculate your pet in order to maintain their health and reduce the possibility of pathogens in pet wastes. • Maintain healthy and vigorous pastures with at least three inches of leafy material. • Consider indoor feeding of livestock during heavy rainfall, to minimize manure exposed to potential runoff. • Locate barns, corrals, and other high use areas on portions of property that either drain away from or are located distant form nearby creeks or storm drains. For additional information contact: County of Orange, OC Watershed Main: (714) 955-0600/ 24hr Water Pollution Discharge Hotline 1-877-89-SPILL or visit our website at: www.ocwatersheds.com R-6 DISPOSAL OF GREEN WASTES The activities outlined in this fact sheet target the following pollutants: Sediment x Nutrients x Bacteria x Foaming Agents Metals Hydrocarbons Hazardous Materials x Pesticides and Herbicides x Other Green wastes entering the storm drain may clog the system creating flooding problems. Green wastes washed into receiving waters create an oxygen demand as they are decomposed, reducing the available oxygen for aquatic life. Pesticide and nutrient residues may be carried to the receiving water with the green wastes. The pollution prevention activities outlined in this fact sheets are used to prevent the discharge of pollutants to the storm drain system. Think before disposing of any green wastes – Remember - The ocean starts at your front door. Required Activities • Green wastes can not be disposed of in the street, gutter, public right-of-way, storm drain, or receiving water. Dispose of green wastes as a part of the household trash. If the quantities are too large, arrange a pick up with the local waste hauler. • After conducting yard or garden activities sweep the area and properly dispose of the clippings and waste. Do not sweep or blow out into the street or gutter. Recommended Activities • Utilize a commercial landscape company to conduct the landscape activities and waste disposal. • Utilize native plants and drought tolerant species to reduce the water use and green waste produced. • Use a lawn mower that has a mulcher so that the grass clippings remain on the lawn and do not have to be collected and disposed of. • Compost materials in a designated area within the yard. • Recycle lawn clippings and greenery waste through local programs if available. For additional information contact: County of Orange, OC Watershed Main: (714) 955-0600/ 24hr Water Pollution Discharge Hotline 1-877-89-SPILL or visit our website at: www.ocwatersheds.com R-8 WATER CONSERVATION Excessive irrigation and/or the overuse of water is often the most significant factor in transporting pollutants to the storm drain system. Pollutants from a wide variety of sources including automobile repair and maintenance, automobile washing, automobile parking, home and garden care activities and pet care may dissolve in the water and be transported to the storm drain. In addition, particles and materials coated with fertilizers and pesticides may be suspended in the flow and be transported to the storm drain. Hosing off outside areas to wash them down not only consumes large quantities of water, but also transports any pollutants, sediments, and waste to the storm drain system. The pollution prevention activities outlined in this fact sheets are used to prevent the discharge of pollutants to the storm drain system. The activities outlined in this fact sheet target the following pollutants: Sediment x Nutrients x Bacteria x Foaming Agents x Metals x Hydrocarbons x Hazardous Materials x Pesticides and Herbicides x Other x Think before using water. Remember - The ocean starts at your front door. Required Activities • Irrigation systems must be properly adjusted to reflect seasonal water needs. • Do not hose off outside surfaces to clean, sweep with a broom instead. Recommended Activities • Fix any leaking faucets and eliminate unnecessary water sources. • Use xeroscaping and drought tolerant landscaping to reduce the watering needs. • Do not over watering lawns or gardens. Over watering wastes water and promotes diseases. • Use a bucket to re-soak sponges/rags while washing automobiles and other items outdoors. Use hose only for rinsing. • Wash automobiles at a commercial car wash employing water recycling. For additional information contact: County of Orange, OC Watershed Main: (714) 955-0600/ 24hr Water Pollution Discharge Hotline 1-877-89-SPILL or visit our website at: www.ocwatersheds.com APPENDIX D BMP MAINTENANCE SUPPLEMENT / O&M PLAN OPERATIONS AND MAINTENANCE (O&M) PLAN Water Quality Management Plan For Pacific Center East La Palma Avenue & North Tustin Avenue Anaheim, CA APN 345-181-03, 08, 09, 12, 17, & 18 This page intentionally left blank O P E R A T I O N S A N D M A I N T E N A N C E P L A N Pa g e 3 o f 1 0 BM P I N S P E C T I O N & M A I N T E N A N C E R E S P O N S I B I L I T Y M A T R I X BM P Ap p l i c a b l e ? Ye s / N o BM P N a m e a n d B M P Im p l e m e n t a t i o n , M a i n t e n a n c e & In s p e c t i o n P r o c e d u r e s Im p l e m e n t a t i o n , M a i n t e n a n c e , a n d I n s p e c t i o n Fr e q u e n c y a n d S c h e d u l e Person or Entity with Op e r a t i o n & M a i n t e n a n c e Responsibility NO N - S T R U C T U R A L S O U R C E C O N T R O L B M P s Ye s N1 . E d u c a t i o n f o r P r o p e r t y O w n e r s , Te n a n t s a n d O c c u p a n t s Ed u c a t i o n a l m a t e r i a l s w i l l b e p r o v i d e d t o t e n a n t s a nn u a l l y . Ma t e r i a l s t o b e d i s t r i b u t e d a r e f o u n d i n A p p e n d i x B . Te n a n t s w i l l b e p r o v i d e d t h e s e m a t e r i a l s b y t h e O w n er pr i o r t o o c c u p a n c y a n d p e r i o d i c a l l y t h e r e a f t e r . Fr e q u e n c y : A n n u a l l y Hines Ye s N2 . Ac t i v i t y R e s t r i c t i o n s Th e O w n e r w i l l p r e s c r i b e a c t i v i t y r e s t r i c t i o n s t o p ro t e c t su r f a c e w a t e r q u a l i t y , t h r o u g h l e a s e t e r m s o r o t h e r e q u a l l y ef f e c t i v e m e a s u r e , f o r t h e p r o p e r t y . R e s t r i c t i o n s i nc l u d e , bu t a r e n o t l i m i t e d t o , p r o h i b i t i n g v e h i c l e m a i n t e n an c e o r ve h i c l e w a s h i n g . Fr e q u e n c y : O n g o i n g Hines Ye s N3 . Co m m o n A r e a L a n d s c a p e Ma n a g e m e n t Ma i n t e n a n c e s h a l l b e c o n s i s t e n t w i t h C i t y r e q u i r e m e nt s . Fe r t i l i z e r a n d / o r p e s t i c i d e u s a g e s h a l l b e c o n s i s t e nt w i t h Co u n t y M a n a g e m e n t G u i d e l i n e s f o r U s e o f F e r t i l i z e r s ( O C DA M P S e c t i o n 5 . 5 ) a s w e l l a s l o c a l r e q u i r e m e n t s . Ma i n t e n a n c e i n c l u d e s m o w i n g , w e e d i n g , a n d d e b r i s re m o v a l o n a w e e k l y b a s i s . T r i m m i n g , r e p l a n t i n g , a n d re p l a c e m e n t o f m u l c h s h a l l b e p e r f o r m e d o n a n a s - ne e d e d b a s i s t o p r e v e n t e x p o s u r e o f e r o d i b l e s u r f a c es . Tr i m m i n g s , c l i p p i n g s , a n d o t h e r l a n d s c a p e w a s t e s s h al l b e pr o p e r l y d i s p o s e d o f i n a c c o r d a n c e w i t h l o c a l r e g u l at i o n s . Ma t e r i a l s t e m p o r a r i l y s t o c k p i l e d d u r i n g m a i n t e n a n c e ac t i v i t i e s s h a l l b e p l a c e d a w a y f r o m w a t e r c o u r s e s an d st o r m d r a i n i n l e t s . Fr e q u e n c y : M o n t h l y Hines O P E R A T I O N S A N D M A I N T E N A N C E P L A N Pa g e 4 o f 1 0 BM P I N S P E C T I O N & M A I N T E N A N C E R E S P O N S I B I L I T Y M A T R I X BM P Ap p l i c a b l e ? Ye s / N o BM P N a m e a n d B M P Im p l e m e n t a t i o n , M a i n t e n a n c e & In s p e c t i o n P r o c e d u r e s Im p l e m e n t a t i o n , M a i n t e n a n c e , a n d I n s p e c t i o n Fr e q u e n c y a n d S c h e d u l e Person or Entity with Op e r a t i o n & M a i n t e n a n c e Responsibility Ye s N4 . BM P M a i n t e n a n c e Ma i n t e n a n c e o f s t r u c t u r a l B M P s i m p l e m e n t e d a t t h e pr o j e c t s i t e s h a l l b e p e r f o r m e d a t t h e f r e q u e n c y p r es c r i b e d in t h i s W Q M P . R e c o r d s o f i n s p e c t i o n s a n d B M P ma i n t e n a n c e s h a l l b e k e p t b y t h e O w n e r a n d s h a l l b e av a i l a b l e f o r r e v i e w u p o n r e q u e s t . Fr e q u e n c y : O n g o i n g Hines Ye s N1 1 . Co m m o n A r e a L i t t e r C o n t r o l Li t t e r p a t r o l , v i o l a t i o n s i n v e s t i g a t i o n s , r e p o r t i n g a n d o t h e r li t t e r c o n t r o l a c t i v i t i e s s h a l l b e p e r f o r m e d o n a w ee k l y ba s i s a n d i n c o n j u n c t i o n w i t h r o u t i n e m a i n t e n a n c e ac t i v i t i e s . Fr e q u e n c y : W e e k l y Hines Ye s N1 2 . Em p l o y e e T r a i n i n g Ed u c a t e a l l n e w e m p l o y e e s / m a n a g e r s o n s t o r m w a t e r po l l u t i o n p r e v e n t i o n , p a r t i c u l a r l y g o o d h o u s e k e e p i n g pr a c t i c e s , p r i o r t o t h e s t a r t o f t h e r a i n y s e a s o n ( Oc t o b e r 1) . R e f r e s h e r c o u r s e s s h a l l b e c o n d u c t e d o n a n a s n ee d e d ba s i s . Fr e q u e n c y : A n n u a l l y Hines Ye s N1 4 . C o m m o n A r e a C a t c h B a s i n In s p e c t i o n Tr e n c h d r a i n s a n d o t h e r d r a i n a g e f a c i l i t i e s s h a l l b e in s p e c t e d a f t e r e a c h s t o r m e v e n t a n d o n c e p e r y e a r . I n l e t s an d o t h e r f a c i l i t i e s s h a l l b e c l e a n e d p r i o r t o t h e ra i n y se a s o n , b y O c t o b e r 1 e a c h y e a r . Fr e q u e n c y : A n n u a l l y Hines Ye s N1 5 . St r e e t S w e e p i n g P r i v a t e S t r e e t s an d Pa r k i n g L o t s Dr i v e a i s l e s & a n y e x p o s e d p a r k i n g a r e a s m u s t b e s w ep t a t le a s t w e e k l y , i n c l u d i n g p r i o r t o t h e s t a r t o f t h e r ai n y s e a s o n (O c t o b e r 1 ) . Fr e q u e n c y : W e e k l y Hines O P E R A T I O N S A N D M A I N T E N A N C E P L A N Pa g e 5 o f 1 0 BM P I N S P E C T I O N & M A I N T E N A N C E R E S P O N S I B I L I T Y M A T R I X BM P Ap p l i c a b l e ? Ye s / N o BM P N a m e a n d B M P Im p l e m e n t a t i o n , M a i n t e n a n c e & In s p e c t i o n P r o c e d u r e s Im p l e m e n t a t i o n , M a i n t e n a n c e , a n d I n s p e c t i o n Fr e q u e n c y a n d S c h e d u l e Person or Entity with Op e r a t i o n & M a i n t e n a n c e Responsibility ST R U C T U R A L S O U R C E C O N T R O L B M P s Ye s S1 . Pr o v i d e s t o r m d r a i n s y s t e m st e n c i l i n g a n d si g n a g e St o r m d r a i n s t e n c i l s s h a l l b e i n s p e c t e d f o r l e g i b i l it y , a t mi n i m u m , o n c e p r i o r t o t h e s t o r m s e a s o n , n o l a t e r t ha n Oc t o b e r 1 e a c h y e a r . T h o s e d e t e r m i n e d t o b e i l l e g i b le w i l l be r e - s t e n c i l e d a s s o o n a s p o s s i b l e . Fr e q u e n c y : A n n u a l l y Hines Ye s S3 . De s i g n a n d c o n s t r u c t t r a s h a n d wa s t e s t o r a g e a r e a s t o r e d u c e po l l u t i o n i n t r o d u c t i o n Sw e e p t r a s h a r e a a t l e a s t o n c e p e r w e e k a n d b e f o r e Oc t o b e r 1 st e a c h y e a r . M a i n t a i n a r e a c l e a n o f t r a s h a n d de b r i s a t a l l t i m e s . Fr e q u e n c y : W e e k l y Hines Ye s S4 . Us e ef f i c i e n t i r r i g a t i o n s y s t e m s & la n d s c a p e d e s i g n , w a t e r co n s e r v a t i o n , s m a r t c o n t r o l l e r s , a n d so u r c e c o n t r o l In c o n j u n c t i o n w i t h r o u t i n e m a i n t e n a n c e a c t i v i t i e s , v e r i f y th a t l a n d s c a p e d e s i g n c o n t i n u e s t o f u n c t i o n p r o p e r l y b y ad j u s t i n g p r o p e r l y t o e l i m i n a t e o v e r s p r a y t o h a r d s c ap e ar e a s , a n d t o v e r i f y t h a t i r r i g a t i o n t i m i n g a n d c y c le l e n g t h s ar e a d j u s t e d i n a c c o r d a n c e w i t h w a t e r d e m a n d s , g i v e n ti m e o f y e a r , w e a t h e r , a n d d a y o r n i g h t t i m e t e m p e r at u r e s . Sy s t e m t e s t i n g s h a l l o c c u r t w i c e p e r y e a r . W a t e r f r om te s t i n g / f l u s h i n g s h a l l b e c o l l e c t e d a n d p r o p e r l y d i sp o s e d to t h e s e w e r s y s t e m a n d s h a l l n o t d i s c h a r g e t o t h e st o r m dr a i n s y s t e m . Fr e q u e n c y : 2 x p e r y e a r Hines O P E R A T I O N S A N D M A I N T E N A N C E P L A N Pa g e 6 o f 1 0 BM P I N S P E C T I O N & M A I N T E N A N C E R E S P O N S I B I L I T Y M A T R I X BM P N a m e a n d B M P I m p l e m e n t a t i o n , Ma i n t e n a n c e a n d I n s p e c t i o n P r o c e d u r e s Im p l e m e n t a t i o n , M a i n t e n a n c e , a n d I n s p e c t i o n F r e q u e n cy an d S c h e d u l e Person or Entity with Op e r a t i o n & M a i n t e n a n c e Responsibility LO W I M P A C T D E V E L O P M E N T B M P s In f i l t r a t i o n B M P : In f i l t r a t i o n B a s i n In s p e c t i o n s s h o u l d o c c u r s e m i - a n n u a l l y t o i d e n t i f y po t e n t i a l pr o b l e m s s u c h a s e r o s i o n o f t h e b a s i n s i d e s l o p e s a nd i n v e r t , st a n d i n g w a t e r , t r a s h a n d d e b r i s , s e d i m e n t a c c u m u l a ti o n , a n d ve g e t a t i o n t r i m m i n g t o p r e v e n t e s t a b l i s h m e n t o f w o o dy ve g e t a t i o n . R e m o v e a c c u m u l a t e d s e d i m e n t a n d r e g r a d e w h e n t h e ac c u m u l a t e d s e d i m e n t v o l u m e e x c e e d s 1 0 % o f t h e b a s i n. I f er o s i o n o c c u r s , r e v e g e t a t e i m m e d i a t e a n d s t a b i l i z e wi t h a n er o s i o n c o n t r o l m u l c h u n t i l v e g e t a t i o n c o v e r i s e s t ab l i s h e d . T o av o i d r e v e r s i n g s o i l d e v e l o p m e n t , s c a r i f i c a t i o n o r ot h e r di s t u r b a n c e s h o u l d o n l y b e p e r f o r m e d w h e n t h e r e a r e a c t u a l si g n s o f c l o g g i n g , r a t h e r t h a n o n a r o u t i n e b a s i s . Al w a y s r e m o v e de p o s i t e d s e d i m e n t s b e f o r e s c a r i f i c a t i o n , a n d u s e a h a n d - g u i d e d ro t a r y t i l l e r , i f p o s s i b l e , o r a d i s c h a r r o w p u l l e d b y a v e r y l i g h t tr a c t o r . Fr e q u e n c y : 2 x p e r y e a r Hines In f i l t r a t i o n B M P : Bi o r e t e n t i o n P l a n t e r w i t h o u t Un d e r d r a i n In s p e c t i o n s s h o u l d o c c u r s e m i - a n n u a l l y o r a f t e r m a j or s t o r m ev e n t s t o c h e c k f o r t h e f o l l o w i n g a n d r e m o v e a c c o r d in g l y : st a n d i n g w a t e r , s e d i m e n t , a n d t r a s h & d e b r i s . I n s p ec t i o n s s h o u l d al s o l o o k f o r p o t e n t i a l c l o g g i n g a n d c l e a n p l a n t e r s o r , i f ne c e s s a r y , r e p l a c e t h e e n t i r e f i l t e r b e d . I n s p e c t fo r w e e d s , a n d pr u n e a n d / o r r e p l a c e p l a n t s i n a c c o r d a n c e w i t h r o u t in e la n d s c a p e m a i n t e n a n c e a c t i v i t i e s . R e p l a c e m u l c h a n d p r u n e sh r u b s a s n e c e s s a r y . Fr e q u e n c y : 2 x p e r y e a r Hines O P E R A T I O N S A N D M A I N T E N A N C E P L A N Pa g e 7 o f 1 0 BM P I N S P E C T I O N & M A I N T E N A N C E R E S P O N S I B I L I T Y M A T R I X BM P N a m e a n d B M P I m p l e m e n t a t i o n , Ma i n t e n a n c e a n d I n s p e c t i o n P r o c e d u r e s Im p l e m e n t a t i o n , M a i n t e n a n c e , a n d I n s p e c t i o n F r e q u e n cy an d S c h e d u l e Person or Entity with Op e r a t i o n & M a i n t e n a n c e Responsibility In f i l t r a t i o n B M P : P e r v i o u s P a v e m e n t Th e O w n e r s h a l l a r r a n g e f o r a v a c u u m c l e a n i n g o f t h e pe r m e a b l e s u r f a c e s u s i n g c o m m e r c i a l l y a v a i l a b l e s w e ep i n g ma c h i n e s a t t h e f o l l o w i n g t i m e s : E n d o f w i n t e r ( A p r il ) , m i d - su m m e r ( J u l y / A u g u s t ) , a f t e r A u t u m n l e a f - f a l l ( N o v e m be r ) . P a v e r sp a c i n g s s h o u l d n e v e r b e c o m e m o r e t h a n 1 0 % c l o g g e d wi t h de b r i s u p o n v i s u a l i n s p e c t i o n . I f s p a c i n g s b e c o m e f il l e d , im m e d i a t e v a c u u m c l e a n i n g i s r e q u i r e d . P o w e r w a s h i n g i s n o t ad v i s e d . O c c a s i o n a l w e e d b u r n i n g m a y b e n e c e s s a r y , ba s e d o n vi s u a l i n s p e c t i o n . I f r o u t i n e c l e a n i n g d o e s n o t r e s to r e i n f i l t r a t i o n ra t e s , t h e n r e c o n s t r u c t i o n o f p a r t o f t h e w h o l e p e r vi o u s s u r f a c e ma y b e r e q u i r e d . Fr e q u e n c y : 3 x p e r y e a r Hines O PERATIONS AND M AINTENANCE P LAN Page 8 of 10 Required Permits Permits are not required for the implementation, operation, and maintenance of the BMPs. Forms to Record BMP Implementation, Maintenance, and Inspection The form that will be used to record implementation, maintenance, and inspection of BMPs is attached. Recordkeeping All records must be maintained for at least five (5) years and must be made available for review upon request. Waste Management Any waste generated from maintenance activities will be disposed of properly. Wash water and other waste from maintenance activities is not to be discharged or disposed of into the storm drain system. Clippings from landscape maintenance (i.e. prunings) will be collected and disposed of properly off- site, and will not be washed into the streets, local area drains/conveyances, or catch basin inlets. RECORD OF BMP IMPLEMENTATION, MAINTENANCE, AND INSPECTION Today’s Date: Name of Person Performing Activity (Printed): Signature: BMP Name (As Shown in O&M Plan) Brief Description of Implementation, Maintenance, and Inspection Activity Performed RECORD OF BMP IMPLEMENTATION, MAINTENANCE, AND INSPECTION Today’s Date: Name of Person Performing Activity (Printed): Signature: BMP Name (As Shown in O&M Plan) Brief Description of Implementation, Maintenance, and Inspection Activity Performed APPENDIX E CONDITIONS OF APPROVAL (PENDING APPROVAL) APPENDIX F INFILTRATION TEST RESULTS 1 Terrence Ngu From:Cal Woolsey Sent:Tuesday, February 14, 2017 11:36 AM To:Terrence Ngu Subject:FW: Pacific Center - preliminary infiltration results Attachments:Plate 1 - Subsurface Investigation Map.pdf From: Hector Estrella [mailto:HEstrella@usa-nova.com] Sent: Thursday, January 19, 2017 6:01 PM To: Cal Woolsey <cwoolsey@fuscoe.com> Cc: Jesse Bearfield <JBearfield@usa-nova.com> Subject: Pacific Center - preliminary infiltration results Cal, Here are our preliminary infiltration results for the subject site as well as the location of the percolation tests. The site consisted mainly of loose to medium dense silty sands generally in the upper 5 feet where the soil graded to a fine to medium sand to the bottom of our excavations. The preliminary calculated infiltrations (with a preliminary factor of safety of FS=2) at locations P-1 through P- 5 (see attached map for approximate locations) are: P-1 = 4.4 in/hr P-2 = 7.0 in/hr P-3 = 9.5 in/hr P-4 = 1.0 In/hr P-5 = 5.3 in/hr A comprehensive report will be included in our Geotechnical Investigation. If you have any comments or questions please contact this office Thank you Regards, Hector Estrella Senior Project Geologist NOVA SERVICES, INC. 4373 Viewridge Avenue, Suite B San Diego, CA 92123 858-292-7575 x. 207 (Office) 760-497-4295 (Cell), 858-292-7570 (Fax) HEstrella@usa-nova.com www.usa-nova.com Worksheets from Orange County Technical Guidance Document (5-19-2011) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx Worksheet H: Factor of Safety and Design Infiltration Rate Worksheet Factor Category Factor Description Assigned Weight (w) Factor Value (v) Product (p) p = w x v A Suitability Assessment Soil assessment methods 0.25 1 0.25 Predominant soil texture 0.25 1 0.25 Site soil variability 0.25 2 0.50 Depth to groundwater / impervious layer 0.25 1 0.25 Suitability Assessment Safety Factor, SA = Sp 1.25 B Design Tributary area size 0.25 3 0.75 Level of pretreatment/ expected sediment loads 0.25 3 0.75 Redundancy 0.25 3 0.75 Compaction during construction 0.25 1 0.25 Design Safety Factor, SB = Sp 2.5 Combined Safety Factor, STOT= SA x SB 3.13 Measured Infiltration Rate, inch/hr, KM (corrected for test-specific bias) 14 in/hr 8.8 in/hr 10.6 in/hr Design Infiltration Rate, in/hr, KDESIGN = STOT / KM 4.47 in/hr 2.81 in/hr 3.39 in/hr Supporting Data Briefly describe infiltration test and provide reference to test forms: Note: The minimum combined adjustment factor shall not be less than 2.0 and the maximum combined adjustment factor shall not exceed 9.0. Worksheets from Orange County Technical Guidance Document (5-19-2011) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx For all high concerns, assign a factor value of 3, for medium concerns, assign a factor value of 2, and for low concerns assign a factor value of 1. Table VII.3: Suitability Assessment Related considerations for Infiltration Facility Safety Factors Consideration High Concern Medium Concern Low Concern Assessment methods (see explanation below) Use of soil survey maps or simple texture analysis to estimate short-term infiltration rates Direct measurement of ≥ 20 percent of infiltration area with localized infiltration measurement methods (e.g., infiltrometer) Direct measurement of ≥ 50 percent of infiltration area with localized infiltration measurement methods or Use of extensive test pit infiltration measurement methods Texture Class Silty and clayey soils with significant fines Loamy soils Granular to slightly loamy soils Site soil variability Highly variable soils indicated from site assessment or limited soil borings collected during site assessment Soil borings/test pits indicate moderately homogeneous soils Multiple soil borings/test pits indicate relatively homogeneous soils Depth to groundwater/ impervious layer <5 ft below facility bottom 5-10 ft below facility bottom >10 below facility bottom Localized infiltration testing refers to methods such as the double ring infiltrometer test (ASTM D3385-88) which measure infiltration rates over an area less than 10 sq-ft, may include lateral flow, and do not attempt to account for heterogeneity of soil. The amount of area each test represents should be estimated depending on the observed heterogeneity of the soil. Extensive infiltration testing refers to methods that include excavating a significant portion of the proposed infiltration area, filling the excavation with water, and monitoring drawdown. The excavation should be to the depth of the proposed infiltration surface and ideally be at least 50 to 100 square feet. In all cases, testing should be conducted in the area of the proposed BMP where, based on review of available geotechnical data, soils appear least likely to support infiltration. Worksheets from Orange County Technical Guidance Document (5-19-2011) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx Table VII.4: Design Related Considerations for Infiltration Facility Safety Factors Consideration High Concern Medium Concern Low Concern Tributary area size Greater than 10 acres Greater than 2 acres but less than 10 acres 2 acres or less Level of pretreatment/ expected influent sediment loads Pretreatment from gross solids removal devices only, such as Hydrodynamic separators, racks and screens AND tributary area includes landscaped areas, steep slopes, high traffic areas, or any other areas expected to produce high sediment, trash, or debris loads. Good pretreatment with BMPs that mitigate coarse sediments such as vegetated swales AND influent sediment loads from the tributary area are expected to be relatively low (e.g., low traffic, mild slopes, disconnected impervious areas, etc.). Excellent pretreatment with BMPs that mitigate fine sediments such as bioretention or media filtration OR sedimentation or facility only treats runoff from relatively clean surfaces, such as rooftops. Redundancy of treatment No redundancy in BMP treatment train Medium redundancy, other BMPs available in treatment train to maintain at least 50% of function of facility in event of failure. High redundancy, multiple components capable of operating independently and in parallel, maintaining at least 90% of facility functionality in event of failure. Compaction during construction Construction of facility on a compacted site or elevated probability of unintended/ indirect compaction. Medium probability of unintended/ indirect compaction. Heavy equipment actively prohibited from infiltration areas during construction and low probability of unintended/ indirect compaction. C P T - 2 CPT-1CPT-3CPT-4B-6 B-5 B-3 B-1 B - 2 B-4 P - 1 P-2P-3P-4P-5 3CH3[H3CH3[H 3 C H 3 [ H 3CH3[H3CH3[H 3CH3[H 4 3 7 3 V I E W R I D G E A V E N U E , S U I T E B S A N D I E G O , C A L I F O R N I A 8 5 8 - 2 9 2 - 7 5 7 5 8 5 8 - 2 9 2 - 7 5 7 0 ( F A X ) W W W . U S A - N O V A . C O M 2#%+(+%'06'4 E LA PALMA AVE & N TUSTIN AVE ANAHEIM, CALIFORNIA P R O J E C T N O : D A T E : D E S I G N B Y : D R A W N B Y : C H E C K E D B Y : R E V I E W E D B Y : 2 0 1 6 5 6 4 F E B 2 0 1 7 J D B / A J S A J S W M J D B S U B S U R F A C E I N V E S T I G A T I O N M A P P L A T E : 1 0 0 2 0 0 ' 4 0 0 ' -';615;/$1.5APPROXIMATE LOCATION OF GEOTECHNICAL BORING B-6P-5APPROXIMATE LOCATION OF PERCOLATION BORING APP R O X I M A T E L O C A T I O N O F C O N E P E N T E T R A T I O N T E S T CPT-43CH3[H ARTIFICIAL FILLYOUNG ALLUVIUM Appendix H – Noise & Vibration Impact Analysis NOISE & VIBRATION IMPACT ANALYSIS OC LINK PROJECT CITY OF ANAHEIM LEAD AGENCY: CITY OF ANAHEIM PLANNING & BUILDING DEPARTMENT 200 SOUTH ANAHEIM BOULEVARD 1ST FLOOR ANAHEIM, CA 92805 PREPARED BY: VISTA ENVIRONMENTAL 1021 DIDRIKSON WAY LAGUNA BEACH, CALIFORNIA 92651 MARISA JUE GREG TONKOVICH, INCE TELEPHONE (949) 510-5355 FACSIMILE (949) 494-3150 PROJECT NO. 17007 OCTOBER 7, 2017 OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page i TABLE OF CONTENTS 1.0 Introduction .................................................................................................................................... 1 1.1 Purpose of Analysis and Study Objectives ................................................................................ 1 1.2 Site Location and Study Area .................................................................................................... 1 1.3 Proposed Project Description ..................................................................................................... 1 1.4 Anaheim Canyon Specific Plan Development Standards .......................................................... 1 1.5 City of Anaheim Municipal Code Residential Noise Standards ................................................ 3 1.6 Mitigation Measures Required for the Proposed Project ........................................................... 4 2.0 Noise Fundamentals ....................................................................................................................... 8 2.1 Noise Descriptors ....................................................................................................................... 8 2.2 Tone Noise ................................................................................................................................. 8 2.3 Noise Propagation ...................................................................................................................... 8 2.4 Ground Absorption .................................................................................................................... 9 3.0 Ground-Borne Vibration Fundamentals ................................................................................... 10 3.1 Vibration Descriptors ............................................................................................................... 10 3.2 Vibration Perception ................................................................................................................ 10 3.3 Vibration Propagation .............................................................................................................. 10 4.0 Existing Noise and Vibration Conditions................................................................................... 11 4.1 Noise Measurements ................................................................................................................ 11 4.2 Vibration Measurements .......................................................................................................... 12 5.0 Modeling Parameters and Assumptions .................................................................................... 16 5.1 SoundPlan Model Assumptions ............................................................................................... 16 5.2 Exterior to Interior Attenuation Rates for the Proposed Residential Apartment Units ............ 18 6.0 Project Impacts ............................................................................................................................ 20 6.1 Mitigation Measure N-2 – Pile Driving and Blasting During Construction ............................ 20 6.2 Mitigation Measure N-3 – Railroad Vibration Impacts to Proposed Apartments .................... 20 6.3 Mitigation Measure N-4 – New Industrial Uses Vibration Impacts ........................................ 20 6.4 Mitigation Measure N-5 – Noise Impacts to New Residential Uses ....................................... 20 6.5 Anaheim Municipal Code Section 18.40.090 – Interior and Exterior Noise Impacts ............. 24 7.0 References ..................................................................................................................................... 27 APPENDIX Appendix A – Study Area Photo Index Appendix B – Field Noise Measurement Printouts Appendix C – Field Vibration Measurement Printouts Appendix D – SoundPlan Model Existing Noise Calculations Appendix E – Proposed Apartment Rooms Exterior to Interior Attenuation Calculations Appendix F – SoundPlan Model General Plan Buildout With Project Noise Calculations OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page ii LIST OF FIGURES Figure 1 – Project Location Map .................................................................................................................. 5 Figure 2 – Proposed Site Plan ....................................................................................................................... 6 Figure 3 – Locations of Upgraded Windows and Doors ............................................................................... 7 Figure 4 –Noise and Vibration Measurement Locations ............................................................................ 14 Figure 5 – Field Noise Measurements Graph ............................................................................................. 15 Figure 6 – Existing Noise Contours ............................................................................................................ 19 Figure 7 – General Plan Buildout With Project Noise Contours ................................................................ 26 LIST OF TABLES Table A – Noise Level Measurements at the Proposed Residential Apartment Buildings ......................... 12 Table B – Vibration Measurements at the Proposed Residential Apartment Buildings ............................. 13 Table C – SoundPlan Model Roadway Parameters .................................................................................... 16 Table D – Roadway Vehicle Mixes ............................................................................................................ 17 Table E – SoundPlan Model Railroad Parameters ...................................................................................... 17 Table F – SoundPlan Model Calibration to Existing Noise Levels ............................................................ 18 Table G – Exterior to Interior Residential Apartment Unit Rooms Noise Reduction Rates ....................... 18 Table H – Proposed Residential Apartment Unit Rooms Interior Noise Levels ........................................ 21 Table I – Proposed Outdoor Common Recreation Areas Noise Levels ...................................................... 25 OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page iii ACRONYMS AND ABBREVIATIONS ANSI American National Standards Institute Caltrans California Department of Transportation CEQA California Environmental Quality Act CMU Concrete Masonry Unit CNEL Community Noise Equivalent Level dB Decibel dBA A-weighted decibels DOT Department of Transportation FHWA Federal Highway Administration FTA Federal Transit Administration EPA Environmental Protection Agency Hz Hertz IP Industrial Park Ldn Day-night average noise level Leq Equivalent sound level Lmax Maximum noise level ONAC Federal Office of Noise Abatement and Control OSB Oriented Strand Board OSHA Occupational Safety and Health Administration SEL Single Event Level or Sound Exposure Level STC Sound Transmission Class UMTA Federal Urban Mass Transit Administration OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 1 1.0 INTRODUCTION 1.1 Purpose of Analysis and Study Objectives This Noise and Vibration Impact Analysis has been prepared to determine the noise and vibration impacts associated with the proposed OC Link project (proposed project). The following is provided in this report:  A description of the study area and the proposed project  Information regarding the fundamentals of noise  Information regarding the fundamentals of vibration  A description of the local noise guidelines and standards  An evaluation of the current noise environment  An analysis of the potential short-term construction-related noise impacts from the proposed project  An analysis of long-term operations-related noise impacts from the proposed project 1.2 Site Location and Study Area The proposed project is located within the Anaheim Pacificenter, which is located in the eastern portion of the City of Anaheim (City). The Anaheim Pacificenter is bounded by East La Palma Avenue and commercial uses to the north, North Tustin Avenue and commercial uses to the east, State Route 91 to the south, and the Metrolink Anaheim Canyon Station and multi-family residential uses to the west. The project local study area is shown in Figure 1. 1.3 Proposed Project Description The proposed project would involve the construction of up to 406 apartment units and 5,000 square feet of new retail. The apartment component of the project encompasses two (2) sites (Site A and B) within the larger Anaheim Pacificenter development, which is presently developed with a mix of office, retail and hotel uses. Site A is located in the northwest corner of Anaheim Pacificenter on approximately 2.5- acres and would be developed with 192 units. Site B is located on the southwestern portion of Anaheim Pacificenter on approximately 3.1-acres and would be developed with 214 units with the option of increasing to 222 units if recreational amenities are shared between both sites. Site amenities will include both active and passive open space areas including pools, spas, sitting areas and landscaped areas. The project also includes 5,000-square feet of retail next to the existing retail at the northeast corner of the site adjacent to the intersection of La Palma Avenue and Tustin Avenue. Access to the site will be from existing driveways from La Palma Avenue and Tustin Avenue. The proposed site plan is shown in Figure 2. 1.4 Anaheim Canyon Specific Plan Development Standards The development of the proposed project falls under the Anaheim Canyon Specific Plan (ACSP) Mitigation Monitoring and Reporting Program (MMRP) No. 312. Many aspects of the ACSP serve to directly and indirectly reduce the noise and vibration impacts by and to development projects. Development of the proposed project would be consistent with the land use designations provided in the ACSP and would promote the goals and policies of the ACSP by providing multi-family residential uses in close proximity to the existing Metrolink Station, employment and commercial opportunities that will OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 2 promote a walkable community and the use of public transportation that would minimize transportation noise impacts. The Anaheim Canyon Specific Plan Draft Environmental Impact Report (ACSP DEIR) (City of Anaheim, 2015), analyzed the environmental impacts of buildout of the ACSP, which included analysis of up to 2,919 residential units within Development Area 3 that encompasses the project site and surrounding properties. The proposed project would consist of the development of up to 406 residential units, which is well below the 2,919 residential units analyzed for Development Area 3. As such, the proposed project is consistent with the development assumptions utilized in the ACSP DEIR and development of the proposed project would not cause any new or more severe noise and vibration impacts than what were analyzed in the ACSP DEIR. In order to address the significant noise and vibration impacts found in the ACSP DEIR, the City adopted a Statement of Overriding Considerations that found the merits of the ACSP outweigh the significant noise and vibration impacts created from the ACSP. The Statement of Overriding Considerations justified its decision in part through acknowledging the benefits of implementation of the proposed mitigation measures provided in the ACSP DEIR that would lessen the noise and vibration impacts (although not to less than significant levels). The applicable noise and vibration related mitigation measures from the ACSP DEIR for the development of residential projects within the ACSP are described below. ACSP MMRP No. 312 Mitigation Measure N-1 Ongoing during grading, demolition, and construction, the property owner/developer shall be responsible for requiring contractors to implement the following measures to limit construction-related noise:  Construction activity is limited to the daytime hours between 7 AM to 7 PM, as prescribed in the City’s Municipal Code.  All internal combustion engines on construction equipment and trucks are fitted with properly maintained mufflers.  Stationary equipment such as generators, air compressors shall be located as far as feasible from nearby noise-sensitive uses.  Stockpiling is located as far as feasible from nearby noise-sensitive receptors  Construction traffic shall be limited to the haul routes established by the City of Anaheim. ACSP MMRP No. 312 Mitigation Measure N-2 Prior to issuance of a building permit for any project requiring pile driving or blasting during construction, the property owner/developer shall prepare a noise and vibration analysis to assess and mitigate potential noise and vibration impacts related to these activities. The maximum levels shall not exceed 0.2 inches/second, which is the level that can cause architectural damage for typical residential construction. If maximum levels would exceed these thresholds, alternative uses such as static rollers, non-explosive blasting, and drilling piles as opposed to pule driving shall be used. ACSP MMRP No. 312 Mitigation Measure N-3 Prior to issuance of building permits, if new vibration-sensitive land uses are located within 200 feet of any railroad line, the property owner/developer shall retain an acoustical engineer to conduct an acoustic analysis that includes a vibration analysis for potential impacts from vibration generated by operation of the rail line. Mixed use buildings shall be designed to eliminate vibration amplifications due to resonances of floors, walls, and ceilings. The detailed analysis shall be submitted to the Planning Department prior to issuance of building permits and shall show that the vibration levels would be below 72 VdB, which is Federal Transit Administration’s nighttime criteria to regulate vibration impacts to affected residential uses. OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 3 ACSP MMRP No. 312 Mitigation Measure N-4 Prior to issuance of building permits for projects involving development of new industrial uses within 200 feet of any existing residential use or Development Area 3, the property owner/developer shall retain an acoustical engineer to conduct an acoustic analysis that includes a vibration analysis for potential impacts from vibration generated by industrial activities. The detailed analysis shall be submitted to the Planning Department showing that the vibration levels to any nearby residential use would be below 78 VdB during the daytime (7 AM to 10 PM) and 72 VdB during the nighttime (10 PM to 7 AM), which is the Federal Transit Administration’s nighttime criteria to regulate vibration impacts to affected residential uses. ACSP MMRP No. 312 Mitigation Measure N-5 Prior to issuance of a building permit, the project property owner/developers shall submit a final acoustical report prepared to the satisfaction of the Planning Director. The report shall show that the development will be sound-attenuated against present and project noise levels, including roadway, aircraft, helicopter, stationary sources (e.g., industrial, commercial, etc.), and railroad to meet City interior standards as follows: a) The report shall demonstrate that the proposed residential design will result in compliance with the 45 dBA CNEL interior noise levels, as required by the California Building Code and California Noise Insulation Standards (Title 24 and 25 of the California Code of Regulations). b) The report shall demonstrate that the proposed project residential design shall minimize nighttime awakening from train horns such that interior single-event noise levels are below 81 dBA Lmax. The property owner/developer shall submit the noise mitigation report to the Planning Director for review and approval. Upon approval by the City, the project acoustical design features shall be incorporated into construction of the proposed project. 1.5 City of Anaheim Municipal Code Residential Noise Standards The proposed residential development would also have to conform to the noise standards provided in Section 18.40.090 of the City of Anaheim Municipal Code, which is detailed below. 18.40.090 Sound Attenuation for Residential Developments. .010 Applicability. Residential developments involving the construction of two (2) or more dwelling units, or residential subdivisions resulting in two (2) or more parcels, and located within six hundred (600) feet of any railroad, freeway, expressway, major arterial, primary arterial or secondary arterial, as designated by the Circulation Element of the General Plan, shall comply with the provisions of this section. The construction of an accessory dwelling unit such as a second unit or senior second unit as prescribed in Section 18.38.230 shall not constitute a residential development subject to the provisions of this section. .020 Study Required. A noise level analysis shall be performed for any new residential development or subdivision to determine the projected interior and exterior noise levels within the development. The study shall include mitigation measures that would be required to comply with applicable City noise standards, as identified in this section. The study shall be provided by the applicant, at its sole expense, to the City at the time of application for development of the residential development or subdivision. .030 Attenuation. Mitigation measures, without limitation, may include masonry walls, an earthen berm or a combination thereof. Masonry walls must comply with the requirements of Chapter 18.46 OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 4 (Landscaping and Screening). The height of any proposed walls may not exceed the maximum height limitations of the underlying zone, unless a variance is granted by the approval authority, or City Council on appeal, in accordance with the procedures established in Chapter 18.60 (Common Procedures) for the processing of variances. .050 Single-Family Attached or Multiple Family. Exterior noise within common recreation areas of any single-family attached or multiple family dwelling project shall be attenuated to a maximum of sixty- five (65) dB CNEL. Interior noise levels shall be attenuated to a maximum of forty-five (45) dB CNEL, or to a level designated by the Uniform Building Code, as adopted by the City. .060 Minor Deviations. Notwithstanding any provision of this Code to the contrary, the Planning Commission may grant a deviation from the requirements imposed by subsections .040 and .050 of this section pertaining to exterior noise levels in accordance with the procedures established in Chapter 18.60 (Common Procedures) for the processing of variances except that the findings set forth in Section 18.74.060 (Findings) of Chapter 18.74 (Variances) shall not be required and provided that before any such deviation is granted by the Planning Commission, the evidence presented shows that all of the following conditions exist: .0601 The deviation from prescribed levels does not pertain to interior noise levels; .0602 The deviation does not exceed five (5) dB CNEL above the prescribed levels for exterior noise; and .0603 Measures to attenuate noise to the prescribed levels would compromise or conflict with the aesthetic value of the project. 1.6 Mitigation Measures Required for the Proposed Project This analysis found that the following Mitigation Measures are required for the proposed project to comply with the noise and vibration mitigation measure provided in the ACSP MMRP No. 312. Mitigation Measure 1: The project applicant shall provide upgraded windows and exterior doors for all windows and doors located on the third, fourth and fifth floors of the south side of Site ‘B’. The upgraded windows and doors shall have a minimum Sound Transmission Class (STC) rating of 29 STC. The locations of the mitigated windows and doors is shown on Figure 3. Mitigation Measure 2: The project applicant shall provide upgraded windows and exterior doors for all windows and doors for all floors located on the west side of the residential apartment buildings on both Site ‘A’ and Site ‘B’. The upgraded windows and doors shall have a minimum Sound Transmission Class (STC) rating of 30 STC. The locations of the mitigated windows and doors is shown on Figure 3. Figure 1 Project Location MapVISTA ENVIRONMENTAL SOURCE: Google Earth. N Site 'B' Site 'A' B3 A2 A1 A2 A2 A2 A2 A1/B2 B2 A1 A1 S1 A1 A1 A1 A1 A1 S1 A1/B2 A1/B2 A1/B2 A1/B2 ELEC. ROOM A1/B2 ELEC. ROOM A1/B2 ELEC. ROOM A1/B2 A1/B2 B1 A2 1 2 LEASIN G 2142 SQ. F T . B2 ABV PARKIN GSTRUCT U R E 1A2 ABV S1 A1 B1 B1 A1 A1 A2 COURTY A R D TRASH RM. PA S S A G E PA S S A G E PA S S A G E PA S S A G E PA S S A G E UTIL. UTIL. UTIL. PA S S A G E TRASH RM. TRASHRM. SETBACK SETBAC K SET B A C K SET B A C K OP E N OP E N FITNES S 1541 SQ. F T . 1A2 ABV M W 2 1S1 ABV 1A2 ABV A2 POOL EQUIP. UTIL. 10 ' - 0 " 5'- 0 " 8'- 9 " 5'- 0 " 6'- 4 " 34'-11" 37'-1" 10 ' - 0 " 12 ' - 9 " PLAZA AR E A GATES T5 T6 T4 GATES 6'- 4 " 34'-11" 37'-1" 10 ' - 0 " 12 ' - 9 " PLAZA AR E A 10 ' - 0 " 5'- 0 " 8'- 9 " 5'- 0 " UTIL. S1 ABV 1A2 ABV CLUB2153 SQ . F T . A2 POOL EQUIP. M W (2-STOR Y V O L U M E ) 2 1 MAIL ROOM S1 A1 B1 B1 A1 A1 A2 A1/B2 A1/B2 B1 A2 1 2 2 LEASIN G 2142 SQ. F T . B2 ABV PARKIN GSTRUCT U R E 1A2 ABV ELEC. ROOM A1/B2 ELEC. ROOM ELEC. ROOM A1/B2 A1/B2 B3 A2 A1 A2 A2 A2 A2 A1/B2 B2 A1 A1 S1 A1 A1 A1 A1 A1 S1 A1/B2 A1/B2 A1/B2 A1 17'-9" 17'-9" 11 ' - 2 " (1-STORY V O L U M E ) (1-STORY V O L U M E ) (2-STOR Y V O L U M E ) 10'-8" 7'-1" EXISTI N G H O T E L ORIGIN A L DRIVEW A Y LOCATIO N ORIGINA L DRIVEWA Y LOCATI O N PROPO S E D RELOCA T E D DRIVEWA Y ENTRY EXISTI N G J E R O M E ' S EXISTI N G R E M A R T EXISTI N G O F F I C E BUILDI N G EXISTIN GFLAME B R O I L E R , GROW C O F F E E & TEA EXISTI N G TACO BELL EXISTI N G RETAIL EXISTI N G R E T A I L EXISTI N G R E T A I L LA PALMA AVENUE T U S T I N A V E N U E 91 RIVERSIDE FREEWAY B. N . S . F . R . R . M E T R O L I N K P L A T F O R M RAMP5% MAX. UP RAM P 5% M A X . RAMP5% MAX. BULKITEMS 8'X10' TR A S H C O L L E C T I O N #1 MECH.ROOM ELEC.ROOM MAINTENAN C E A2 B1 A2 A2 A1 B2 B4 S1 S1 B1 A2 S1 B1 B4 A1/B2 ELEC.ROOM A1 ELEC.ROOM S1 A1 B2 ABV A1A1 B4 A1 A1/B2 ELEC.ROOM LEASIN G 2370 SQ. F T . A1/B2 ELEC. ROOM B5 2 A3 ABV 1A4 ABV 2 2 2 1 UTIL.UTIL. UTIL. UTIL. UTIL. UTIL. UTIL.TRASH RM. TRASH RM. UTIL. UTIL. COURT Y A R D 3 COURTY A R D 2 COURTY A R D 1 CLUB1656 SQ. F T . FITNES S 1941 SQ. F T . M W 1A2 ABV 1A2 ABV POOL EQUIP. GATES ELEV.# 1 ELEV.# 2 8 ' - 8 " 5 ' - 0 " 6 ' - 1 " 5 ' - 0 " 5'-0" 6'-5" 5'-0" 1 7 ' - 6 " 1 5 ' - 0 " 10'-0" 8'-7" OPEN PARKIN G STRUCT U R E UTIL. A1 S1 16'-1" 6'-2" 16'-0" 16'-2" 8'-8" A1 A2 A2 A2 A1/B2 TRANSF O R M E R TRANSF O R M E R TRANSF O R M E R 6 ' - 3 " Site 'A ' Site 'B' Figure 2 Proposed Site PlanVISTA ENVIRONMENTAL SOURCE: Architects Orange. EXISTI N G H O T E L ORIGIN A L DRIVEW A Y LOCATIO N ORIGINA L DRIVEWA Y LOCATI O N PROPO S E D RELOCA T E D DRIVEWA Y ENTRY EXISTI N G J E R O M E ' S EXISTI N G R E M A R T EXISTI N G O F F I C E BUILDI N G EXISTIN GFLAME B R O I L E R , GROW C O F F E E & TEA EXISTI N G TACO BELL EXISTI N G RETAIL EXISTI N G R E T A I L EXISTI N G R E T A I L LA PALMA AVENUE T U S T I N A V E N U E 91 RIVERSIDE FREEWAY B. N . S . F . R . R . M E T R O L I N K P L A T F O R M Site 'A ' Site 'B' Figure 3 Locations of Upgraded Windows and DoorsVISTA ENVIRONMENTAL SOURCE: Architects Orange. LEGEND 29 STC Windows and Doors 30 STC Windows and Doors 29 STC 29 ST C 30 S T C 30 S T C 30 S T C OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 8 2.0 NOISE FUNDAMENTALS Noise is defined as unwanted sound. Sound becomes unwanted when it interferes with normal activities, when it causes actual physical harm or when it has adverse effects on health. Sound is produced by the vibration of sound pressure waves in the air. Sound pressure levels are used to measure the intensity of sound and are described in terms of decibels. The decibel (dB) is a logarithmic unit which expresses the ratio of the sound pressure level being measured to a standard reference level. A-weighted decibels (dBA) approximate the subjective response of the human ear to a broad frequency noise source by discriminating against very low and very high frequencies of the audible spectrum. They are adjusted to reflect only those frequencies which are audible to the human ear. 2.1 Noise Descriptors Noise Equivalent sound levels are not measured directly, but are calculated from sound pressure levels typically measured in A-weighted decibels (dBA). The equivalent sound level (Leq) represents a steady state sound level containing the same total energy as a time varying signal over a given sample period. The peak traffic hour Leq is the noise metric used by California Department of Transportation (Caltrans) for all traffic noise impact analyses. The Day-Night Average Level (Ldn) is the weighted average of the intensity of a sound, with corrections for time of day, and averaged over 24 hours. The time of day corrections require the addition of ten decibels to sound levels at night between 10 p.m. and 7 a.m. While the Community Noise Equivalent Level (CNEL) is similar to the Ldn, except that it has another addition of 4.77 decibels to sound levels during the evening hours between 7 p.m. and 10 p.m. These additions are made to the sound levels at these time periods because during the evening and nighttime hours, when compared to daytime hours, there is a decrease in the ambient noise levels, which creates an increased sensitivity to sounds. For this reason the sound appears louder in the evening and nighttime hours and is weighted accordingly. The City of Redlands relies on the CNEL noise standard to assess transportation-related impacts on noise sensitive land uses. 2.2 Tone Noise A pure tone noise is a noise produced at a single frequency and laboratory tests have shown that humans are more perceptible to changes in noise levels of a pure tone. For a noise source to contain a “pure tone,” there must be a significantly higher A-weighted sound energy in a given frequency band than in the neighboring bands, thereby causing the noise source to “stand out” against other noise sources. A pure tone occurs if the sound pressure level in the one-third octave band with the tone exceeds the average of the sound pressure levels of the two contiguous one-third octave bands by:  5 dB for center frequencies of 500 hertz (Hz) and above  8 dB for center frequencies between 160 and 400 Hz  15 dB for center frequencies of 125 Hz or less 2.3 Noise Propagation From the noise source to the receiver, noise changes both in level and frequency spectrum. The most obvious is the decrease in noise as the distance from the source increases. The manner in which noise reduces with distance depends on whether the source is a point or line source as well as ground absorption, atmospheric effects and refraction, and shielding by natural and manmade features. Sound from point sources, such as air conditioning condensers, radiate uniformly outward as it travels away OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 9 from the source in a spherical pattern. The noise drop-off rate associated with this geometric spreading is 6 dBA per each doubling of the distance (dBA/DD). Transportation noise sources such as roadways are typically analyzed as line sources, since at any given moment the receiver may be impacted by noise from multiple vehicles at various locations along the roadway. Because of the geometry of a line source, the noise drop-off rate associated with the geometric spreading of a line source is 3 dBA/DD. 2.4 Ground Absorption The sound drop-off rate is highly dependent on the conditions of the land between the noise source and receiver. To account for this ground-effect attenuation (absorption), two types of site conditions are commonly used in traffic noise models, soft-site and hard-site conditions. Soft-site conditions account for the sound propagation loss over natural surfaces such as normal earth and ground vegetation. For point sources, a drop-off rate of 7.5 dBA/DD is typically observed over soft ground with landscaping, as compared with a 6.0 dBA/DD drop-off rate over hard ground such as asphalt, concrete, stone and very hard packed earth. For line sources a 4.5 dBA/DD is typically observed for soft-site conditions compared to the 3.0 dBA/DD drop-off rate for hard-site conditions. Caltrans research has shown that the use of soft-site conditions is more appropriate for the application of the Federal Highway Administration (FHWA) traffic noise prediction model used in this analysis. OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 10 3.0 GROUND-BORNE VIBRATION FUNDAMENTALS Ground-borne vibrations consist of rapidly fluctuating motions within the ground that have an average motion of zero. The effects of ground-borne vibrations typically only cause a nuisance to people, but at extreme vibration levels damage to buildings may occur. Although ground-borne vibration can be felt outdoors, it is typically only an annoyance to people indoors where the associated effects of the shaking of a building can be notable. Ground-borne noise is an effect of ground-borne vibration and only exists indoors, since it is produced from noise radiated from the motion of the walls and floors of a room and may also consist of the rattling of windows or dishes on shelves. 3.1 Vibration Descriptors There are several different methods that are used to quantify vibration amplitude such as the maximum instantaneous peak in the vibrations velocity, which is known as the peak particle velocity (PPV) or the root mean square (rms) amplitude of the vibration velocity. Due to the typically small amplitudes of vibrations, vibration velocity is often expressed in decibels and is denoted as (Lv) and is based on the rms velocity amplitude. A commonly used abbreviation is “VdB”, which in this text, is when Lv is based on the reference quantity of 1 micro inch per second. 3.2 Vibration Perception Typically, developed areas are continuously affected by vibration velocities of 50 VdB or lower. These continuous vibrations are not noticeable to humans whose threshold of perception is around 65 VdB. Off- site sources that may produce perceptible vibrations are usually caused by construction equipment, steel- wheeled trains, and traffic on rough roads, while smooth roads rarely produce perceptible ground-borne noise or vibration. 3.3 Vibration Propagation The propagation of ground-borne vibration is not as simple to model as airborne noise. This is due to the fact that noise in the air travels through a relatively uniform median, while ground-borne vibrations travel through the earth which may contain significant geological differences. There are three main types of vibration propagation; surface, compression, and shear waves. Surface waves, or Rayleigh waves, travel along the ground’s surface. These waves carry most of their energy along an expanding circular wave front, similar to ripples produced by throwing a rock into a pool of water. P-waves, or compression waves, are body waves that carry their energy along an expanding spherical wave front. The particle motion in these waves is longitudinal (i.e., in a “push-pull” fashion). P-waves are analogous to airborne sound waves. S-waves, or shear waves, are also body waves that carry energy along an expanding spherical wave front. However, unlike P-waves, the particle motion is transverse or “side-to-side and perpendicular to the direction of propagation.” As vibration waves propagate from a source, the vibration energy decreases in a logarithmic nature and the vibration levels typically decrease by 6 VdB per doubling of the distance from the vibration source. As stated above, this drop-off rate can vary greatly depending on the soil but has been shown to be effective enough for screening purposes, in order to identify potential vibration impacts that may need to be studied through actual field tests. OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 11 4.0 EXISTING NOISE AND VIBRATION CONDITIONS To determine the existing noise and vibration levels, noise and vibration measurements have been taken in the vicinity of the proposed residential apartment buildings in the vicinity of the railroad located on the west side of the project site, which is the anticipated predominate noise and vibration source impacting the proposed residential apartment buildings. 4.1 Noise Measurements The following describes the measurement procedures, measurement locations, noise measurement results, and the modeling of the existing noise environment. Noise Measurement Equipment The noise measurements were taken using two Larson Davis Model LXT1 Type 1 sound level meters programmed in “slow” mode to record the sound pressure level at 1-second intervals for approximately 24 hours in “A” weighted form. In addition, the Leq averaged over the entire measuring time and Lmax were recorded. The sound level meters and microphones were mounted on a tree and power pole approximately six feet above the ground and were equipped with a windscreen. The sound level meters were calibrated before and after the monitoring using a Larson Davis Cal200 calibrator. The noise level measurement equipment meets American National Standards Institute specifications for sound level meters (S1.4-1983 identified in Chapter 19.68.020.AA). Noise Measurement Locations The noise monitoring locations were selected in order to obtain noise measurements of the current noise levels impacting the proposed residential apartment buildings. Descriptions of the noise monitoring sites are provided below in Table F. Figure 4 shows the locations of the noise measurements and Appendix A includes a photo index of the study area and noise level measurement locations. Noise Measurement Timing and Climate The noise measurements were recorded between 1:34 p.m. on Wednesday, March 1, 2017 and 1:44 p.m. on Thursday, March 2, 2017. When the noise measurements were started the sky was clear, the temperature was 73 degrees Fahrenheit, the humidity was 13 percent, barometric pressure was 30.20 inches of mercury, and there were wind gusts of 8 miles per hour. Overnight, the sky was clear and the temperature dropped to 62 degrees Fahrenheit. At the conclusion of the noise measurements, the sky was clear, the temperature was 78 degrees Fahrenheit, the humidity was 10 percent, barometric pressure was 30.09 inches of mercury, and there were wind gusts of 7 miles per hour. Noise Measurement Results The results of the noise level measurements are presented in Table A. The measured sound pressure levels in dBA have been used to calculate the minimum and maximum Leq averaged over 1-hour intervals. Table A also shows the Leq, Lmax, and CNEL, based on the entire measurement time. The noise monitoring data printouts are included in Appendix B. Figure 5 shows a graph of the 24-hour noise measurements. OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 12 Table A – Noise Level Measurements at the Proposed Residential Apartment Buildings Site No. Site Description Average (dBA Leq) Maximum (dBA Lmax) Min. 1-Hour Interval (dBA Leq/Time) Max. 1-Hour Interval (dBA Leq/Time) Average (dBA CNEL) N1 Located on a tree on the west side of Site ‘A’ approximately 180 feet from the northwest corner of the property. 61.4 89.5 52.2 3:49 AM 67.7 7:30 PM 67.8 N2 Located on a power pole on the west side of Site ‘B’ approximately 400 feet north of the southwest corner of the property. 63.3 91.5 51.8 11:15 PM 71.6 7:30 PM 70.0 Source: Noise measurements taken with two Larson Davis Model LXT1 Type 1 sound level meters between Wednesday March 1, 2017 and Thursday March 2, 2017. 4.2 Vibration Measurements The following describes the measurement procedures, measurement locations, and vibration measurement results. Vibration Measurement Equipment The vibration measurements were taken using an Instantel Minimate Plus vibration meter (Serial No. BE21013) with a standard transducer that was equipped with ground spikes. For each measurement, the standard transducer was placed on exposed dirt based on the methodology provided in Minimate Plus Operator Manual, prepared by Instantel, for soft surface installation. This included utilizing a shovel to remove organic material and loose soil from the place of measurement, then pressing the ground spikes so that the standard transducer is located firmly onto the exposed ground, and then placing a sandbag on top of the standard transducer. The vibration measurement equipment meets the USA USBM/OSMRE Frequency Analysis Standards. Vibration Measurement Locations The vibration monitoring locations were selected in order to obtain vibration measurements of train pass- bys at the nearest available location to the proposed residential apartment buildings at Site ‘A’ and Site ‘B’ to the rail lines, where exposed dirt was available to mount the transducer. Site ‘A’ was located adjacent to the west side of the parking lot used for the Anaheim Canyon Metrolink Station and approximately 47 feet east of the railroad tracks. Site ‘B’ was located adjacent to the west side of the parking lot, approximately 52 feet east of the railroad tracks and 35 feet north of the trash storage enclosure. Both measurement locations would be considered worst-case locations, since the proposed residential apartment buildings would be setback farther from the railroad tracks (i.e., Site ‘A’ is 65 feet away and Site ‘B’ is 80 feet away from the railroad tracks). Figure 4 shows the locations of the vibration measurements and Appendix A includes a photo index of the study area and vibration level measurement locations. Vibration Measurement Timing The Instantel Minimate Plus vibration meter was programmed to take 30 second measurements with each measurement manually started. The timing of the vibration measurements were set to capture a measurement without and with a train at each building site. For Site ‘A’ the without train vibration measurement was taken at 1:05 p.m. and the with train vibration measurement was taken at 1:14 p.m. that captured a Metrolink train departing the Anaheim Station northbound. For Site ‘B’ the without train vibration measurement was taken at 1:26 p.m. and the with train vibration measurement was taken at 1:28 OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 13 p.m that captured a Metrolink train departing the Anaheim Station southbound. All vibration measurements were taken on on Wednesday, March 1, 2017 Vibration Measurement Results The results of the vibration measurements are presented in Table B. The vibration monitoring data printouts are included in Appendix C. Table B – Vibration Measurements at the Proposed Residential Apartment Buildings Site No. Site Description Time of Measurement Peak Particle Velocity (PPV) mm per second inch per second dBV V1A West Side of Site 'A' No Train 1:05 p.m. 0.311 0.0122 37.0 V1B West Side of Site 'A' With Train 1:14 p.m. 0.381 0.0150 39.1 V2A West Side of Site 'B' No Train 1:26 p.m. 0.254 0.0100 35.3 V2B West Side of Site 'B' With Train 1:28 p.m. 0.582 0.0229 45.1 Source: Vibration measurements taken with an Instantel Minimate Plus vibration meter on Wednesday March 1, 2017 Figure 4 Noise and Vibration Measurement LocationsVISTA ENVIRONMENTAL SOURCE: Google Earth. N Site 'A' LEGEND Noise Measurement LocationN1 N1 Vibration Measurement LocationV1 N2 V2 V1 Site 'B' Figure 5 Field Noise Measurements GraphsVISTA ENVIRONMENTAL SOURCE: Larson Davis Model LXT1 Type 1 Sound Level Meters. Noise Measurement Site N2 Noise Measurement Site N1 OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 16 5.0 MODELING PARAMETERS AND ASSUMPTIONS 5.1 SoundPlan Model Assumptions The exterior noise levels at the facades of the proposed residential apartment units and at the common recreation areas were calculated through use of the SoundPlan Version 7.4 noise modeling software. The SoundPlan’s road noise algorithms are based on the FHWA Traffic Noise Model (FHWA TNM Model). The SoundPlan Model requires the input of roadways and the locations of the noise measurement receivers. Stationary noise sources with associated frequency spectrums, sound barriers, terrain contour lines, building placement, and specific ground coverage zones may be incorporated as well. The site plan and aerial photos were used to determine the placement of nearby roads and existing structures in the project vicinity and the topographical lines from the grading plan were utilized to develop elevation contours of the project vicinity in the SoundPlan model. The default temperature of 20 degrees Celsius (68 degrees Fahrenheit) and default humidity of 50 percent, which can vary the propagation of noise, were used in the analysis and represent reasonable assumptions, since they are near the averages experienced in the project vicinity. Roadway Assumptions The SoundPlan model analyzed the noise impacts from the nearby roadways onto the project vicinity. All analyzed roadways were based on a single lane equivalent noise source combining both directions of travel. The roadway parameters used for this study are presented in Table C. The roadway classifications are based on the City of Anaheim General Plan Circulation Element. The roadway speeds are based on the posted speed limits. The average daily traffic volumes for La Palma Avenue and Tustin Avenue were calculated through use of the vehicle trips rates provided in Anaheim Canyon Specific Plan Draft Environmental Impact Report No. 348 (ACSP DEIR), prepared by PlaceWorks, May 2015. The traffic volumes for State Route 91were obtained from 2015 Annual Average Daily Truck Traffic on the California State Highway System, prepared by Caltrans which found SR-91currently has 231,000 ADT and from the Westbound State Route 91 Lane Extension and Auxiliary Lane Reconstruction Initial Study with Proposed Mitigated Negative Declaration, prepared by Caltrans, November 2010 the traffic on SR- 91 is anticipated to increase by 13.8 percent over the next 20 years, which results in 262,900 ADT. The existing volumes were utilized to calibrate the model and the Year 2018 with project volumes were utilized to calculate the anticipated worst-case noise impacts to the proposed homes. Table C – SoundPlan Model Roadway Parameters Roadway General Plan Classification Near-Far Lane Distance (feet) Vehicle Speed (MPH) Average Daily Traffic Existing General Plan Buildout La Palma Avenue Primary Arterial 80 45 21,200 32,800 Tustin Avenue Major Arterial 116 45 56,900 83,100 State Route 91 Freeway 120 65 231,000 262,900 Source: Placeworks and City of Anaheim, 2015; Caltrans, 2010 The vehicle mixes used in the SoundPlan Model are shown in Table D. The vehicle mixes are based on Caltrans data for State Route 91 and the other roadways are based on typical vehicle mixes observed in Southern California. OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 17 Table D – Roadway Vehicle Mixes Vehicle Type Traffic Flow Distributions Day (7 a.m. to 7 p.m.) Evening (7 p.m. to 10 p.m.) Night (10 p.m. to 7 a.m.) Overall State Route 91 Automobiles 64.72% 13.26% 15.52% 93.50% Medium Trucks 2.24% 0.41% 1.13% 3.78% Heavy Trucks 1.49% 0.22% 1.01% 2.72% La Palma Avenue and Tustin Avenue Automobiles 67.14% 13.76% 16.10% 97.0% Medium Trucks 1.54% 0.26% 0.60% 2.40% Heavy Trucks 0.32% 0.05% 0.23% 0.60% Source: Caltrans, 2016; Vista Environmental. BNSF/Metrolink Railroad Assumptions The BNSF Railroad that runs adjacent to the west side of the project site is utilized for both freight trains and Metrolink commuter trains. Metrolink’s Anaheim Canyon Station is also located adjacent to the west side of the project site. According to www.metrolinktrains.com the Anaheim Canyon Station is part of the Inland Empire – Orange County Metrolink Line, which has 8 trains per day traveling to Orange County and 8 trains per day traveling to the Inland Empire, that results in 16 Metrolink trains that pass by the project site each weekday that were modelled in the SoundPlan model. According to www.railroadforums.com there are four daily freight trains that pass by the project site on the BNSF Railroad that were also modelled in the SoundPlan model. A summary of the train parameters entered into the SoundPlan model is shown below in Table E. All trains were modeled as traveling at 30 miles per hour. Table E – SoundPlan Model Railroad Parameters Type of Train Daily Train Pass Bys Day (7 a.m. to 7 p.m.) Evening (7 p.m. to 10 p.m.) Night (10 p.m. to 7 a.m.) Overall Freight Train 3 0 1 4 Passenger Train 14 1 1 16 Source: www.metrolinktrains.com; www.railroadforums.com Modeling Calibration Receivers were placed at the locations of the 24-hour noise measurement sites in order to assist in the calibration of the model as well as to verify the accuracy of the SoundPlan Model. Table G below provides a summary of the calculated results and a comparison to the measured results shown above in Table F. The SoundPlan Model printouts for the model calibration are provided in Appendix D and Figure 6 shows the existing noise contours of the project vicinity. OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 18 Table F – SoundPlan Model Calibration to Existing Noise Levels Site No. Site Description Calculated Noise Level1 (dBA CNEL) Measured Noise Level2 (dBA CNEL) Difference N1 Located on a tree on the west side of the north portion of the project site approximately 180 feet from the northwest corner of the property. 67.8 67.8 -0.0 N2 Located on a power pole on the west side of the south portion of the project site approximately 400 feet north of the southwest corner of the property. 69.3 70.0 -0.7 1 Noise Level Calculated from SoundPlan Version 7.4. 2 Noise measurements taken on Wednesday March 1, 2017 and Thursday March 2, 2017. Table F above shows that the SoundPlan Model is within 1.0 dBA of the field noise measurements, which is within the range of allowed tolerances as described in Section 5.4.1, Routine Model Calibration, of the TeNS for the multiple range of noise sources impacting the project site. Therefore, based on the noise measurements, the SoundPlan Model provides an accurate representation of the project area noise levels. 5.2 Exterior to Interior Attenuation Rates for the Proposed Residential Apartment Units In order to calculate the exterior to interior attenuation rates for the proposed residential apartment units, the architectural plans were utilized to calculate representative rooms within both apartment buildings. For each room the floor area covered by carpet was calculated along with the total square footage of the ceilings and walls, in order to determine the sound absorption rate of the room. The area of exterior walls and windows were also calculated in order to determine the exterior transmission levels. The windows were based on standard dual pane windows that have a 26 STC Rating as well as upgraded windows that have a 29 STC rating and standard stucco walls that have a 46 STC Rating. The exterior to interior noise reduction was then determined by combining the calculated room absorption rate to the exterior to interior transmission calculations. Table G below and Appendix E shows the calculated exterior to interior noise reduction rates for representative rooms within the two proposed residential apartment buildings. Table G – Exterior to Interior Residential Apartment Unit Rooms Noise Reduction Rates Unit Room Type Exterior to Interior Noise Reduction (dBA) STC 26 Windows/Doors1 STC 29 Windows/Doors STC 30 Windows/Doors A1 Living Room/Kitchen 30 32 33 A1 Bedroom 31 34 35 A2 Living Room/Kitchen 29 32 33 B1 Living Room/Kitchen 30 33 34 B1 Bedroom 2 29 32 33 B1 Master Bedroom 32 34 35 S1 Living Room/Kitchen 30 32 33 Minimum Exterior to Interior Noise Reduction 29 32 33 Notes: 1 Based on standard dual pane windows with a 26 STC rating, which are required per Title 24 energy saving requirements. Source: Kinsler, 2000; Harris, 1994. Table G above shows that the minimum exterior to interior attenuation rates with standard 26 STC rated windows and doors would be 29 dBA, 29 STC rated windows and doors would be 32 dBA, and 30 STC rated windows and doors would be 33 dBA. Figure 6 Existing Noise ContoursVISTA ENVIRONMENTAL SOURCE: SoundPlan Version 7.4. N Site 'B' Site 'A' N1 N2 La Palma Avenue State Route 91 Tu s t i n S t r e e t OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 20 6.0 PROJECT IMPACTS The development of the proposed project falls under the ACSP MMRP No. 312, that provides Mitigation Measures N-2, N-3, N-4, and N-5 in order to ensure noise and vibration impacts to the proposed residential apartment units are within City standards. In addition, new residential projects within the City of Anaheim are required to meet the noise standards provided in Section 18.40.090 of the Municipal Code. Compliance with each of these Mitigation Measures and the Municipal Code is discussed below. 6.1 Mitigation Measure N-2 – Pile Driving and Blasting During Construction Mitigation Measure N-2 from the ACSP MMRP No. 312 requires that any development within the ACSP that will require pile driving or blasting during construction to prepare a noise and vibration impact assessment to analyze the impacts from these activities at any nearby sensitive receptors. According to the project applicant, construction of the proposed project would not require any pile driving or blasting. Therefore, the proposed project complies with Mitigation Measure N-2 from the ACSP MMRP No. 312 and no detailed construction noise and vibration analysis is required. Impacts would be less than significant. 6.2 Mitigation Measure N-3 – Railroad Vibration Impacts to Proposed Apartments Mitigation Measure N-3 from the ACSP MMRP No. 312 requires that any proposed vibration-sensitive land uses within the ACSP that are located within 200 feet of a railroad line to perform a vibration analysis. Since the proposed residential apartment buildings at Site ‘A’ is located as near as 65 feet from the railroad line and Site ‘B’ is located as near as 80 feet from the railroad line, a vibration analysis of both proposed residential apartment buildings is required. For residential projects located within 200 feet of railroad lines, Mitigation Measure N-3 from the ACSP MMRP No. 312 requires that the vibration levels from passing trains to be below 72 VdB at the proposed residential apartment units. In order to assess if the vibration levels at the proposed residential apartment buildings will be within the 72 VdB vibration impact threshold, vibration measurements were taken at the nearest portion of both Site ‘A’ and Site ‘B’ to the railroad during train pass bys. The vibration measurement methodology and results are detailed above in Section 4.2, which found that the vibration levels produced by a train pass-by at Site ‘A’ is 39.1 VdB and at Site ‘B’ is 45.1 VdB. Both Site ‘A’ and Site ‘B’ would be within the 72 VdB vibration impact threshold detailed in Mitigation Measure N-3 from the ACSP. Impacts would be less than significant. 6.3 Mitigation Measure N-4 – New Industrial Uses Vibration Impacts Mitigation Measure N-4 from the ACSP MMRP No. 312 requires that any new industrial use within the ACSP that is located within 200 feet of an existing residential use to perform a vibration analysis that analyzes potential vibration impacts associated with the proposed industrial activities. The proposed project consists of development of two residential apartment buildings and improvements to the commercial retail portion of the project site. No new industrial uses are proposed as part of the proposed project. Therefore, Mitigation Measure N-4 from the ACSP does not apply to the proposed project and no impact would occur. 6.4 Mitigation Measure N-5 – Noise Impacts to New Residential Uses Mitigation Measure N-5 from the ACSP MMRP No. 312 requires that any new residential use within the ACSP shall prepare an acoustical analysis to show the development will be sound-attenuated against OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 21 roadway, aircraft, helicopter, stationary (i.e., nearby industrial, commercial, etc…), and railroad noise sources based on the following noise standards: a) The report shall demonstrate that the proposed residential design will result in compliance with the 45 dBA CNEL interior noise levels, as required by the California Building Code and California Noise Insulation Standards (Title 24 and 25 of the California Code of Regulations). b) The report shall demonstrate that the proposed project residential design shall minimize nighttime awakening from train horns such that interior single-event noise levels are below 81 dBA Lmax. Compliance with Parts ‘a’ and ‘b’ of Mitigation Measure N-5 have been analyzed separately below. Compliance with Average Interior Noise Levels In order to determine compliance with the City’s 45 dBA CNEL interior noise standard from exterior noise sources including, roadways, aircraft, helicopter, stationary (industrial, commercial, etc..) and railroad noise sources, the SoundPlan model was utilized to calculate the exterior noise levels at the facades of the two proposed residential apartment buildings and then the calculated exterior to interior attenuation rates (see Section 5.2) were subtracted from the calculated noise levels in order to determine the anticipated interior noise levels of the proposed residential apartment units. The parameters utilized in the SoundPlan model are detailed above in Section 5.1, which analyzed the noise impacts to the project site from La Palma Avenue, Tustin Street, SR-91, and the BNSF/Metrolink railroad. During site visits to the project site, no aircraft, helicopter or stationary (industrial or commercial) noise sources were identified that would provide a quantifiable increase to noise levels at the location of the two proposed apartment buildings. Receivers were placed in the SoundPlan model on the north façade of the proposed hotel structure facing towards Interstate 10 in order to calculate the anticipated interior noise levels. The exterior noise level at the façade of the first, second, third, fourth, and fifth floors of both proposed residential apartment buildings are shown below in Table H and the SoundPlan model printouts are provided in Appendix F and the General Plan Buildout with project noise contours are shown in Figure 7. Table H – Proposed Residential Apartment Unit Rooms Interior Noise Levels Receiver Location Floor Exterior Noise Level at Façade (dBA CNEL) Interior Noise Levels (dBA CNEL) 26 STC Windows1 29 STC Windows2 (A) Site ‘A’ Northwest Corner (facing West) 1 70.3 41.3 38.3 2 70.5 41.5 38.5 3 70.4 41.4 38.4 4 70.1 41.1 38.1 5 70.0 41.0 38.0 (B) Site ‘A’ North Side 1 70.1 41.1 38.1 2 70.5 41.5 38.5 3 70.5 41.5 38.5 4 70.6 41.6 38.6 5 70.7 41.7 38.7 (C) Site ‘A’ East Side 1 57.5 28.5 25.5 2 59.8 30.8 27.8 3 61.2 32.2 29.2 4 63.8 34.8 31.8 OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 22 Table H – Proposed Residential Apartment Unit Rooms Interior Noise Levels Receiver Location Floor Exterior Noise Level at Façade (dBA CNEL) Interior Noise Levels (dBA CNEL) 26 STC Windows1 29 STC Windows2 5 64.3 35.3 32.3 (D) Site ‘A’ South Side 1 56.8 27.8 24.8 2 58.7 29.7 26.7 3 60.0 31.0 28.0 4 61.0 32.0 29.0 5 63.1 34.1 31.1 (E) Site ‘A’ Southwest Side (facing West) 1 66.0 37.0 34.0 2 66.5 37.5 34.5 3 66.6 37.6 34.6 4 66.8 37.8 34.8 5 66.9 37.9 34.9 (F) Site ‘B’ Northwest Side (facing West) 1 66.0 37.0 34.0 2 66.7 37.7 34.7 3 67.0 38.0 35.0 4 68.0 39.0 36.0 5 68.4 39.4 36.4 (G) Site ‘B’ North Side 1 59.6 30.6 27.6 2 61.8 32.8 29.8 3 62.3 33.3 30.3 4 62.5 33.5 30.5 5 62.8 33.8 30.8 (H) Site ‘B’ Southeast Side (facing East) 1 64.8 35.8 35.8 2 70.2 41.2 41.2 3 71.3 42.3 39.3 4 72.1 43.1 40.1 5 71.8 42.8 39.8 (I) Site ‘B’ South Side 1 67.2 38.2 35.2 2 73.0 44.0 41.0 3 74.1 45.1 42.1 4 74.4 45.4 42.4 5 74.6 45.6 42.6 (J) Site ‘B’ Southwest Side (facing West) 1 66.6 37.6 34.6 2 67.6 38.6 35.6 3 68.5 39.5 36.5 4 69.8 40.8 37.8 5 71.2 42.2 39.2 City Interior Noise Standard 45 45 Exceed City Standards? Yes No Notes: 1 A minimum 29 dBA noise reduction has been calculated for 26 STC windows (see Table G). 2 A minimum 32 dBA noise reduction has been calculated for 29 STC windows (see Table G). Exceedance of City 45 dBA CNEL noise standard shown in bold and underline. Source: SoundPlan Model Version 7.4. OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 23 Table H shows that the rooms on the third and fourth floor of the south side of Site ‘B’ would exceed the 45 dBA CNEL interior noise standard from Part ‘a’ of Mitigation Measure N-5 with standard 26 STC windows and doors. This would be considered a significant impact. Mitigation Measure 1 is provided that requires all windows and exterior doors on the third, fourth and fifth floors of the south side of Site ‘B’ to have a minimum STC rating of 29 STC. The locations of the mitigated windows and doors is shown on Figure 3. Table H shows that with implementation of Mitigation Measure 1, the interior noise level of all proposed residential apartment rooms would be reduced to within the 45 dBA CNEL interior noise standard from Part ‘a’ of Mitigation Measure N-5. Therefore, with implementation of Mitigation Measure 1, the average interior noise levels would be reduced to less than significant. Compliance with Single Event Interior Noise Levels In order to determine compliance with the City’s 81 dBA Lmax interior noise standard for nighttime awakening from train horns, the maximum train horn noise from Federal Railroad Administration’s (FRA) Horn Model along with standard geometric spread of noise was utilized to calculate the exterior noise levels at the facades of the two proposed residential apartment buildings and then the calculated exterior to interior attenuation rates (see Section 5.2) were subtracted from the calculated noise levels in order to determine the anticipated train horn noise levels at the interior of the proposed residential apartment units. According to the ACSP EIR (City of Anaheim, 2015), the at-grade crossing at La Palma Avenue has been certified as a quiet zone, where improvements at the grade crossing allow the train conductor to not blow the train’s warning horns prior to reaching the railroad crossing. Although, this reduces the number of train horn blows within the vicinity of the project site, occasional train horn blows still occur due to other factors such as pedestrians crossing the railroad tracks at Anaheim Canyon Station. The FRA Horn Model provides a maximum train horn noise level of 110 dBA Lmax at 100 feet. The proposed residential apartment building on Site ‘A’ would be located as near as 65 feet from the railroad tracks. Based on a standard geometric spreading of noise, this would result in a noise level of 114 at the façade of the nearest residential apartments at Site ‘A’ to the railroad tracks. The exterior to interior attenuation rates calculated above in Section 5.2, found that if standard windows and doors are installed that the worst-case attenuation rate of the proposed apartments would be 29 dB and would result in a worst-case interior train horn noise level of 88 dBA Lmax. This would exceed the 81 dBA Lmax train horn noise interior noise standard from Part ‘b’ of Mitigation Measure N-5 with standard 26 STC windows and doors. This would be considered a significant impact. The nearest proposed residential apartment units on Site ‘B’ would be located as near as 80 feet from the railroad tracks. Based on a standard geometric spreading of noise, this would result in a noise level of 112 at the façade of the nearest residential apartments at Site ‘B’ to the railroad tracks. The exterior to interior attenuation rates calculated above in Section 5.2, found that if standard windows and doors are installed that the worst-case attenuation rate of the proposed apartments would be 29 dB and would result in a worst-case interior train horn noise level of 86 dBA Lmax. This would exceed the 81 dBA Lmax train horn noise interior noise standard from Part ‘b’ of Mitigation Measure N-5 with standard 26 STC windows and doors. This would also be considered a significant impact Mitigation Measure 2 is provided that requires all windows and exterior doors that are located on the west side of both Site ‘A’ and Site ‘B’ to have a minimum STC rating of 30 STC. The locations of the mitigated windows and doors is shown on Figure 3. OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 24 Implementation of Mitigation Measure 2 would result in a maximum train horn noise level of 81 dBA Lmax at the interior of the proposed residential apartment units on Site ‘A’ and a maximum train horn noise level of 79 dBA Lmax at the interior of the proposed residential apartment units on Site ‘B’. With implementation of Mitigation Measure 2, the interior train horn noise level of all proposed residential apartment rooms would be reduced to within the 81 dBA Lmax interior noise standard from Part ‘b’ of Mitigation Measure N-5. Therefore, with implementation of Mitigation Measure 2, the maximum single event interior noise levels would be reduced to less than significant. Level of Significance Before Mitigation Potentially significant impact. Mitigation Measures Mitigation Measure 1: The project applicant shall provide upgraded windows and exterior doors for all windows and doors located on the third, fourth and fifth floors of the south side of Site ‘B’. The upgraded windows and doors shall have a minimum Sound Transmission Class (STC) rating of 29 STC. The locations of the mitigated windows and doors is shown on Figure 3. Mitigation Measure 2: The project applicant shall provide upgraded windows and exterior doors for all windows and doors for all floors located on the west side of the residential apartment buildings on both Site ‘A’ and Site ‘B’. The upgraded windows and doors shall have a minimum Sound Transmission Class (STC) rating of 30 STC. The locations of the mitigated windows and doors is shown on Figure 3. Level of Significance After Mitigation Less than significant impact. 6.5 Anaheim Municipal Code Section 18.40.090 – Interior and Exterior Noise Impacts This analysis has been provided pursuant to the requirements of Section 18.40.090.020 of the Municipal Code that requires the preparation of a noise level of analysis for all new residential developments within the City that determines the interior and exterior noise levels within the development. Pursuant to this Section, the noise analysis is required to include adequate mitigation measures to comply with the applicable City noise standards. The interior and exterior noise analyses have been analyzed separately below. Exterior Noise Impacts Section 18.40.090.050 of the Municipal Code requires that the exterior noise within any common recreation area of multiple family homes shall be attenuated to a maximum of 65 dB CNEL. In order to determine compliance with the 65 dBA CNEL standard from exterior noise sources including, roadways, aircraft, helicopter, stationary (industrial, commercial, etc..) and railroad noise sources, the SoundPlan model was utilized to calculate the exterior noise levels at the proposed common recreation areas. The parameters utilized in the SoundPlan model are detailed above in Section 5.1, which analyzed the noise impacts to the project site from La Palma Avenue, Tustin Street, SR-91, and the BNSF/Metrolink railroad. During site visits to the project site, no aircraft, helicopter or stationary (industrial or commercial) noise sources were identified that would provide a quantifiable increase to noise levels at the location of the two proposed apartment buildings. Table I provides a summary of the calculate outdoor common recreation areas noise levels and the SoundPlan printouts are provided in Appendix F. OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 25 Table I – Proposed Outdoor Common Recreation Areas Noise Levels Building Common Area Location Calculated Noise Level (dBA CNEL) City Noise Standard (dBA CNEL) Exceed City Standard? Site ‘A’ Courtyard 1 – North Side 57.3 65 No Site ‘A’ Courtyard 2 – Southeast Side 58.1 65 No Site ‘A’ Courtyard 3 – Southwest Side 57.7 65 No Site ‘B’ Courtyard – Central Area 55.3 65 No Source: SoundPlan Model Version 7.4. Table I shows that the noise level at all of the outdoor common recreation areas would be within the City’s 65 dBA CNEL noise standards. As such, the proposed project would result in a less than significant exterior noise impact and no noise mitigation is required for the outdoor common recreation areas. Interior Noise Impacts Section 18.40.090.050 of the Municipal Code requires that the interior noise within multiple family homes shall be attenuated to a maximum of 45 dB CNEL. The interior noise levels within the proposed multiple family homes have been analyzed above in Section 6.4 for the same 45 dBA CNEL standard under Compliance with Average Interior Noise Levels. The analysis provided in Section 6.4 found that the rooms on the third and fourth floor of the south side of Site ‘B’ would exceed the 45 dBA CNEL interior noise standard with standard 26 STC windows and doors. This would be considered a significant impact. Mitigation Measure 1 is provided that requires all windows and exterior doors on the third, fourth and fifth floors of the south side of Site ‘B’ to have a minimum STC rating of 29 STC. The locations of the mitigated windows and doors is shown on Figure 3. The analysis in Section 6.4 shows that with implementation of Mitigation Measure 1, the interior noise level of all proposed residential apartment rooms would be reduced to within the 45 dBA CNEL interior noise standard. Therefore, with implementation of Mitigation Measure 1, the interior noise levels would be reduced to within the acceptable interior noise levels detailed in Section 18.40.090.050 of the Municipal Code. Level of Significance Before Mitigation Potentially significant impact. Mitigation Measures Mitigation Measure 1, provided above in Section 6.4. Level of Significance After Mitigation Less than significant impact. Figure 7 General Plan Buildout With Project Noise ContoursVISTA ENVIRONMENTAL SOURCE: SoundPlan Version 7.4. N Site 'B' Site 'A' A La Palma Avenue State Route 91 Tu s t i n S t r e e t B C D E G H I J F 1 2 3 4 OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Page 27 7.0 REFERENCES California Department of Transportation, 2012 Annual Average Daily Truck Traffic on the California State Highway System, 2014. California Department of Transportation (Caltrans), 2015 Annual Average Daily Truck Traffic on the California State Highway System, 2016. California Department of Transportation (Caltrans), Technical Noise Supplement to the Traffic Noise Analysis Protocol, September 2013. California Department of Transportation (Caltrans), Transportation- and Construction-Induced Vibration Guidance Manual, June, 2004 California Department of Transportation (Caltrans), Westbound State Route 91 Lane Extension and Auxiliary Lane Reconstruction Initial Study with Proposed Mitigated Negative Declaration, November 2010 City of Anaheim, Anaheim Canyon Specific Plan Draft Environmental Impact Report No. 348, May 2016. City of Anaheim, Anaheim Municipal Code, August 29, 2017. City of Anaheim, City of Anaheim General Plan, May 2004. City of Anaheim, Mitigation Monitoring and Reporting Program No. 312 Federal Rail Administration, FRA Grade Crossing Noise Model. Federal Transit Administration, Transit Noise and Vibration Impact Assessment, May 2006. Harris, Cyril M., Noise Control in Buildings, 1994. Instantel, Minimate Plus Operator Manual, 2013. Kinsler, Lawrence E., Fundamentals of Acoustics 4th Edition, 2000. U.S. Department of Transportation, FHWA Roadway Construction Noise Model User’s Guide, January, 2006. OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Appendix A APPENDIX A Study Area Photo Index Noise Measurement Site N1 - looking north Noise Measurement Site N1 - looking northeast Noise Measurement Site N1 - looking east Noise Measurement Site N1 - looking southeast Noise Measurement Site N1 - looking south Noise Measurement Site N1 - looking southwest Noise Measurement Site N1 - looking west Noise Measurement Site N1 - looking northwest Noise Measurement Site N2 - looking north Noise Measurement Site N2 - looking northeast Noise Measurement Site N2 - looking east Noise Measurement Site N2 - looking southeast Noise Measurement Site N2 - looking south Noise Measurement Site N2 - looking southwest Noise Measurement Site N2 - looking west Noise Measurement Site N2 - looking northwest Vibration Measurement Site V1 - looking northwest Vibration Measurement Site V1 - looking south Vibration Measurement Site V1 - looking southwest Vibration Measurement Site V2 - looking north Vibration Measurement Site V2 - looking south Vibration Measurement Site V2 - looking west OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Appendix B APPENDIX B Field Noise Measurement Printouts 3/1/2017 1:41:50 PM 3/1/2017 1:34:11 PM Sampling T 1 Freq Weighting=A Sampling T 1 Freq Weighting=A Record Num = 86402 Detector=SlowCNEL(24hr)67.8 Record Num = 86402 Detector=SlowCNEL(24hr)=70.0 Leq = 61.4 Ldn(24hr)= 67.6 Leq = 63.3 Ldn(24hr)= 69.7 Max =89.5 Min Leq1hr = 52.2 3:49 AM Max =91.5 Min Leq1hr = 51.8 11:15 PM Min =46.4 Max Leqhr = 67.7 7:30 PM Min =47.4 Max Leqhr = 71.6 7:30 PM SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL 74.7 13:41:50 74.7 74.7 60.7 13:34:11 60.7 60.7 74.9 13:41:51 74.9 74.9 66.7 13:34:12 66.7 66.7 72.7 13:41:52 72.7 72.7 67.6 13:34:13 67.6 67.6 68.0 13:41:53 68.0 68.0 69.6 13:34:14 69.6 69.6 61.0 13:41:54 61.0 61.0 68.5 13:34:15 68.5 68.5 61.9 13:41:55 61.9 61.9 67.8 13:34:16 67.8 67.8 67.5 13:41:56 67.5 67.5 68.8 13:34:17 68.8 68.8 63.5 13:41:57 63.5 63.5 64.5 13:34:18 64.5 64.5 69.4 13:41:58 69.4 69.4 60.3 13:34:19 60.3 60.3 65.5 13:41:59 65.5 65.5 66.1 13:34:20 66.1 66.1 61.7 13:42:00 61.7 61.7 62.0 13:34:21 62.0 62.0 68.3 13:42:01 68.3 68.3 68.0 13:34:22 68.0 68.0 65.4 13:42:02 65.4 65.4 74.2 13:34:23 74.2 74.2 72.7 13:42:03 72.7 72.7 72.7 13:34:24 72.7 72.7 71.8 13:42:04 71.8 71.8 74.3 13:34:25 74.3 74.3 72.6 13:42:05 72.6 72.6 65.5 13:34:26 65.5 65.5 70.3 13:42:06 70.3 70.3 74.1 13:34:27 74.1 74.1 70.5 13:42:07 70.5 70.5 71.6 13:34:28 71.6 71.6 74.4 13:42:08 74.4 74.4 67.0 13:34:29 67.0 67.0 74.4 13:42:09 74.4 74.4 68.1 13:34:30 68.1 68.1 66.0 13:42:10 66.0 66.0 74.1 13:34:31 74.1 74.1 65.1 13:42:11 65.1 65.1 70.2 13:34:32 70.2 70.2 71.1 13:42:12 71.1 71.1 67.0 13:34:33 67.0 67.0 67.2 13:42:13 67.2 67.2 64.9 13:34:34 64.9 64.9 64.7 13:42:14 64.7 64.7 64.0 13:34:35 64.0 64.0 68.2 13:42:15 68.2 68.2 71.4 13:34:36 71.4 71.4 65.6 13:42:16 65.6 65.6 74.8 13:34:37 74.8 74.8 72.5 13:42:17 72.5 72.5 70.8 13:34:38 70.8 70.8 73.5 13:42:18 73.5 73.5 67.9 13:34:39 67.9 67.9 71.1 13:42:19 71.1 71.1 64.7 13:34:40 64.7 64.7 68.7 13:42:20 68.7 68.7 68.9 13:34:41 68.9 68.9 67.5 13:42:21 67.5 67.5 65.7 13:34:42 65.7 65.7 64.7 13:42:22 64.7 64.7 63.0 13:34:43 63.0 63.0 62.8 13:42:23 62.8 62.8 62.3 13:34:44 62.3 62.3 61.0 13:42:24 61.0 61.0 61.0 13:34:45 61.0 61.0 59.9 13:42:25 59.9 59.9 59.8 13:34:46 59.8 59.8 65.1 13:42:26 65.1 65.1 58.0 13:34:47 58.0 58.0 62.6 13:42:27 62.6 62.6 58.6 13:34:48 58.6 58.6 62.7 13:42:28 62.7 62.7 57.2 13:34:49 57.2 57.2 64.3 13:42:29 64.3 64.3 56.7 13:34:50 56.7 56.7 65.9 13:42:30 65.9 65.9 57.5 13:34:51 57.5 57.5 71.4 13:42:31 71.4 71.4 56.0 13:34:52 56.0 56.0 69.8 13:42:32 69.8 69.8 55.4 13:34:53 55.4 55.4 68.1 13:42:33 68.1 68.1 55.2 13:34:54 55.2 55.2 64.3 13:42:34 64.3 64.3 56.7 13:34:55 56.7 56.7 61.0 13:42:35 61.0 61.0 56.2 13:34:56 56.2 56.2 60.1 13:42:36 60.1 60.1 56.7 13:34:57 56.7 56.7 67.8 13:42:37 67.8 67.8 57.3 13:34:58 57.3 57.3 72.4 13:42:38 72.4 72.4 58.1 13:34:59 58.1 58.1 65.4 13:42:39 65.4 65.4 58.6 13:35:00 58.6 58.6 71.5 13:42:40 71.5 71.5 57.1 13:35:01 57.1 57.1 68.0 13:42:41 68.0 68.0 61.8 13:35:02 61.8 61.8 64.4 13:42:42 64.4 64.4 64.2 13:35:03 64.2 64.2 62.1 13:42:43 62.1 62.1 63.3 13:35:04 63.3 63.3 62.3 13:42:44 62.3 62.3 62.4 13:35:05 62.4 62.4 63.4 13:42:45 63.4 63.4 69.4 13:35:06 69.4 69.4 61.4 13:42:46 61.4 61.4 70.0 13:35:07 70.0 70.0 59.2 13:42:47 59.2 59.2 71.8 13:35:08 71.8 71.8 58.6 13:42:48 58.6 58.6 68.8 13:35:09 68.8 68.8 60.8 13:42:49 60.8 60.8 65.4 13:35:10 65.4 65.4 61.4 13:42:50 61.4 61.4 66.0 13:35:11 66.0 66.0 61.2 13:42:51 61.2 61.2 68.9 13:35:12 68.9 68.9 60.3 13:42:52 60.3 60.3 69.8 13:35:13 69.8 69.8 63.7 13:42:53 63.7 63.7 66.4 13:35:14 66.4 66.4 64.9 13:42:54 64.9 64.9 73.3 13:35:15 73.3 73.3 63.3 13:42:55 63.3 63.3 75.0 13:35:16 75.0 75.0 62.4 13:42:56 62.4 62.4 74.2 13:35:17 74.2 74.2 65.1 13:42:57 65.1 65.1 72.1 13:35:18 72.1 72.1 67.6 13:42:58 67.6 67.6 70.0 13:35:19 70.0 70.0 69.2 13:42:59 69.2 69.2 64.7 13:35:20 64.7 64.7 67.1 13:43:00 67.1 67.1 66.8 13:35:21 66.8 66.8 64.3 13:43:01 64.3 64.3 69.1 13:35:22 69.1 69.1 67.0 13:43:02 67.0 67.0 66.3 13:35:23 66.3 66.3 69.7 13:43:03 69.7 69.7 62.1 13:35:24 62.1 62.1 70.3 13:43:04 70.3 70.3 67.9 13:35:25 67.9 67.9 67.3 13:43:05 67.3 67.3 73.7 13:35:26 73.7 73.7 65.1 13:43:06 65.1 65.1 69.6 13:35:27 69.6 69.6 69.8 13:43:07 69.8 69.8 65.7 13:35:28 65.7 65.7 67.9 13:43:08 67.9 67.9 62.2 13:35:29 62.2 62.2 66.9 13:43:09 66.9 66.9 59.6 13:35:30 59.6 59.6 74.4 13:43:10 74.4 74.4 58.5 13:35:31 58.5 58.5 71.0 13:43:11 71.0 71.0 57.4 13:35:32 57.4 57.4 70.9 13:43:12 70.9 70.9 64.0 13:35:33 64.0 64.0 70.2 13:43:13 70.2 70.2 65.3 13:35:34 65.3 65.3 67.4 13:43:14 67.4 67.4 61.9 13:35:35 61.9 61.9 65.0 13:43:15 65.0 65.0 59.5 13:35:36 59.5 59.5 64.0 13:43:16 64.0 64.0 60.2 13:35:37 60.2 60.2 64.6 13:43:17 64.6 64.6 68.8 13:35:38 68.8 68.8 64.8 13:43:18 64.8 64.8 66.6 13:35:39 66.6 66.6 72.4 13:43:19 72.4 72.4 65.5 13:35:40 65.5 65.5 69.1 13:43:20 69.1 69.1 73.7 13:35:41 73.7 73.7 66.0 13:43:21 66.0 66.0 69.9 13:35:42 69.9 69.9 63.8 13:43:22 63.8 63.8 66.6 13:35:43 66.6 66.6 63.7 13:43:23 63.7 63.7 64.0 13:35:44 64.0 64.0 62.3 13:43:24 62.3 62.3 62.3 13:35:45 62.3 62.3 61.1 13:43:25 61.1 61.1 60.0 13:35:46 60.0 60.0 61.2 13:43:26 61.2 61.2 67.6 13:35:47 67.6 67.6 62.1 13:43:27 62.1 62.1 65.0 13:35:48 65.0 65.0 65.5 13:43:28 65.5 65.5 62.4 13:35:49 62.4 62.4 63.3 13:43:29 63.3 63.3 62.7 13:35:50 62.7 62.7 61.5 13:43:30 61.5 61.5 61.5 13:35:51 61.5 61.5 61.9 13:43:31 61.9 61.9 61.1 13:35:52 61.1 61.1 61.8 13:43:32 61.8 61.8 59.8 13:35:53 59.8 59.8 61.8 13:43:33 61.8 61.8 59.6 13:35:54 59.6 59.6 59.5 13:43:34 59.5 59.5 58.6 13:35:55 58.6 58.6 61.6 13:43:35 61.6 61.6 58.6 13:35:56 58.6 58.6 61.0 13:43:36 61.0 61.0 57.8 13:35:57 57.8 57.8 59.7 13:43:37 59.7 59.7 56.8 13:35:58 56.8 56.8 58.9 13:43:38 58.9 58.9 67.9 13:35:59 67.9 67.9 57.5 13:43:39 57.5 57.5 66.2 13:36:00 66.2 66.2 56.7 13:43:40 56.7 56.7 62.6 13:36:01 62.6 62.6 56.7 13:43:41 56.7 56.7 59.6 13:36:02 59.6 59.6 58.7 13:43:42 58.7 58.7 59.5 13:36:03 59.5 59.5 61.5 13:43:43 61.5 61.5 59.1 13:36:04 59.1 59.1 59.9 13:43:44 59.9 59.9 57.7 13:36:05 57.7 57.7 58.8 13:43:45 58.8 58.8 57.4 13:36:06 57.4 57.4 58.0 13:43:46 58.0 58.0 57.2 13:36:07 57.2 57.2 56.8 13:43:47 56.8 56.8 56.2 13:36:08 56.2 56.2 56.3 13:43:48 56.3 56.3 55.3 13:36:09 55.3 55.3 56.5 13:43:49 56.5 56.5 55.0 13:36:10 55.0 55.0 59.9 13:43:50 59.9 59.9 54.7 13:36:11 54.7 54.7 60.6 13:43:51 60.6 60.6 54.6 13:36:12 54.6 54.6 60.1 13:43:52 60.1 60.1 54.8 13:36:13 54.8 54.8 59.5 13:43:53 59.5 59.5 55.0 13:36:14 55.0 55.0 60.6 13:43:54 60.6 60.6 55.5 13:36:15 55.5 55.5 59.8 13:43:55 59.8 59.8 56.1 13:36:16 56.1 56.1 58.2 13:43:56 58.2 58.2 56.2 13:36:17 56.2 56.2 57.9 13:43:57 57.9 57.9 55.6 13:36:18 55.6 55.6 58.6 13:43:58 58.6 58.6 55.5 13:36:19 55.5 55.5 58.7 13:43:59 58.7 58.7 55.9 13:36:20 55.9 55.9 60.6 13:44:00 60.6 60.6 56.0 13:36:21 56.0 56.0 60.9 13:44:01 60.9 60.9 55.7 13:36:22 55.7 55.7 60.5 13:44:02 60.5 60.5 55.0 13:36:23 55.0 55.0 61.4 13:44:03 61.4 61.4 54.6 13:36:24 54.6 54.6 61.3 13:44:04 61.3 61.3 54.5 13:36:25 54.5 54.5 60.0 13:44:05 60.0 60.0 54.4 13:36:26 54.4 54.4 60.3 13:44:06 60.3 60.3 54.0 13:36:27 54.0 54.0 59.3 13:44:07 59.3 59.3 54.0 13:36:28 54.0 54.0 61.5 13:44:08 61.5 61.5 54.3 13:36:29 54.3 54.3 60.8 13:44:09 60.8 60.8 55.0 13:36:30 55.0 55.0 60.0 13:44:10 60.0 60.0 55.3 13:36:31 55.3 55.3 59.4 13:44:11 59.4 59.4 55.0 13:36:32 55.0 55.0 59.1 13:44:12 59.1 59.1 54.6 13:36:33 54.6 54.6 57.6 13:44:13 57.6 57.6 54.4 13:36:34 54.4 54.4 56.7 13:44:14 56.7 56.7 54.3 13:36:35 54.3 54.3 56.2 13:44:15 56.2 56.2 54.3 13:36:36 54.3 54.3 56.1 13:44:16 56.1 56.1 54.5 13:36:37 54.5 54.5 56.3 13:44:17 56.3 56.3 54.4 13:36:38 54.4 54.4 56.2 13:44:18 56.2 56.2 54.5 13:36:39 54.5 54.5 57.1 13:44:19 57.1 57.1 54.5 13:36:40 54.5 54.5 58.6 13:44:20 58.6 58.6 54.5 13:36:41 54.5 54.5 59.0 13:44:21 59.0 59.0 54.8 13:36:42 54.8 54.8 58.9 13:44:22 58.9 58.9 55.2 13:36:43 55.2 55.2 59.7 13:44:23 59.7 59.7 55.1 13:36:44 55.1 55.1 59.2 13:44:24 59.2 59.2 55.0 13:36:45 55.0 55.0 58.6 13:44:25 58.6 58.6 55.4 13:36:46 55.4 55.4 58.0 13:44:26 58.0 58.0 55.3 13:36:47 55.3 55.3 57.7 13:44:27 57.7 57.7 54.8 13:36:48 54.8 54.8 57.5 13:44:28 57.5 57.5 54.6 13:36:49 54.6 54.6 57.9 13:44:29 57.9 57.9 54.6 13:36:50 54.6 54.6 57.7 13:44:30 57.7 57.7 54.4 13:36:51 54.4 54.4 58.5 13:44:31 58.5 58.5 54.2 13:36:52 54.2 54.2 59.3 13:44:32 59.3 59.3 53.9 13:36:53 53.9 53.9 58.7 13:44:33 58.7 58.7 53.7 13:36:54 53.7 53.7 58.9 13:44:34 58.9 58.9 53.5 13:36:55 53.5 53.5 58.5 13:44:35 58.5 58.5 53.4 13:36:56 53.4 53.4 57.5 13:44:36 57.5 57.5 53.5 13:36:57 53.5 53.5 56.9 13:44:37 56.9 56.9 53.5 13:36:58 53.5 53.5 56.4 13:44:38 56.4 56.4 56.5 13:36:59 56.5 56.5 56.0 13:44:39 56.0 56.0 55.7 13:37:00 55.7 55.7 Site N2 - At Western Edge of Site 'B' Site N2 - At Western Edge of Site 'B' Site N1 - At Western Edge of Site 'A' Site N1 - At Western Edge of Site 'A' SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL Site N2 - At Western Edge of Site 'B'Site N1 - At Western Edge of Site 'A' 56.3 13:44:40 56.3 56.3 54.9 13:37:01 54.9 54.9 56.1 13:44:41 56.1 56.1 55.0 13:37:02 55.0 55.0 55.9 13:44:42 55.9 55.9 54.4 13:37:03 54.4 54.4 55.8 13:44:43 55.8 55.8 54.2 13:37:04 54.2 54.2 56.2 13:44:44 56.2 56.2 54.0 13:37:05 54.0 54.0 56.3 13:44:45 56.3 56.3 54.0 13:37:06 54.0 54.0 56.8 13:44:46 56.8 56.8 55.3 13:37:07 55.3 55.3 56.8 13:44:47 56.8 56.8 54.2 13:37:08 54.2 54.2 56.5 13:44:48 56.5 56.5 53.7 13:37:09 53.7 53.7 56.4 13:44:49 56.4 56.4 53.6 13:37:10 53.6 53.6 57.0 13:44:50 57.0 57.0 55.4 13:37:11 55.4 55.4 56.8 13:44:51 56.8 56.8 55.9 13:37:12 55.9 55.9 57.1 13:44:52 57.1 57.1 56.0 13:37:13 56.0 56.0 56.7 13:44:53 56.7 56.7 57.0 13:37:14 57.0 57.0 57.0 13:44:54 57.0 57.0 57.2 13:37:15 57.2 57.2 57.0 13:44:55 57.0 57.0 55.7 13:37:16 55.7 55.7 56.7 13:44:56 56.7 56.7 54.8 13:37:17 54.8 54.8 56.7 13:44:57 56.7 56.7 54.6 13:37:18 54.6 54.6 56.1 13:44:58 56.1 56.1 55.3 13:37:19 55.3 55.3 55.8 13:44:59 55.8 55.8 55.4 13:37:20 55.4 55.4 55.4 13:45:00 55.4 55.4 55.0 13:37:21 55.0 55.0 55.1 13:45:01 55.1 55.1 54.9 13:37:22 54.9 54.9 55.6 13:45:02 55.6 55.6 55.0 13:37:23 55.0 55.0 55.9 13:45:03 55.9 55.9 55.9 13:37:24 55.9 55.9 55.6 13:45:04 55.6 55.6 56.4 13:37:25 56.4 56.4 55.0 13:45:05 55.0 55.0 55.8 13:37:26 55.8 55.8 55.5 13:45:06 55.5 55.5 55.5 13:37:27 55.5 55.5 55.0 13:45:07 55.0 55.0 57.0 13:37:28 57.0 57.0 54.6 13:45:08 54.6 54.6 58.1 13:37:29 58.1 58.1 54.7 13:45:09 54.7 54.7 57.1 13:37:30 57.1 57.1 54.8 13:45:10 54.8 54.8 56.9 13:37:31 56.9 56.9 55.5 13:45:11 55.5 55.5 57.0 13:37:32 57.0 57.0 57.2 13:45:12 57.2 57.2 55.9 13:37:33 55.9 55.9 57.2 13:45:13 57.2 57.2 55.3 13:37:34 55.3 55.3 58.3 13:45:14 58.3 58.3 55.2 13:37:35 55.2 55.2 58.2 13:45:15 58.2 58.2 55.2 13:37:36 55.2 55.2 57.7 13:45:16 57.7 57.7 55.3 13:37:37 55.3 55.3 57.8 13:45:17 57.8 57.8 55.5 13:37:38 55.5 55.5 57.3 13:45:18 57.3 57.3 55.7 13:37:39 55.7 55.7 56.5 13:45:19 56.5 56.5 55.7 13:37:40 55.7 55.7 56.1 13:45:20 56.1 56.1 55.4 13:37:41 55.4 55.4 55.9 13:45:21 55.9 55.9 55.1 13:37:42 55.1 55.1 55.9 13:45:22 55.9 55.9 55.0 13:37:43 55.0 55.0 55.7 13:45:23 55.7 55.7 55.3 13:37:44 55.3 55.3 55.5 13:45:24 55.5 55.5 56.0 13:37:45 56.0 56.0 55.3 13:45:25 55.3 55.3 56.2 13:37:46 56.2 56.2 54.7 13:45:26 54.7 54.7 56.5 13:37:47 56.5 56.5 54.5 13:45:27 54.5 54.5 56.5 13:37:48 56.5 56.5 54.3 13:45:28 54.3 54.3 56.3 13:37:49 56.3 56.3 54.5 13:45:29 54.5 54.5 55.9 13:37:50 55.9 55.9 54.4 13:45:30 54.4 54.4 55.8 13:37:51 55.8 55.8 54.5 13:45:31 54.5 54.5 55.8 13:37:52 55.8 55.8 55.0 13:45:32 55.0 55.0 56.1 13:37:53 56.1 56.1 55.4 13:45:33 55.4 55.4 56.3 13:37:54 56.3 56.3 55.3 13:45:34 55.3 55.3 56.2 13:37:55 56.2 56.2 57.0 13:45:35 57.0 57.0 56.2 13:37:56 56.2 56.2 58.2 13:45:36 58.2 58.2 56.6 13:37:57 56.6 56.6 56.9 13:45:37 56.9 56.9 56.8 13:37:58 56.8 56.8 56.0 13:45:38 56.0 56.0 56.6 13:37:59 56.6 56.6 55.9 13:45:39 55.9 55.9 56.3 13:38:00 56.3 56.3 55.9 13:45:40 55.9 55.9 56.3 13:38:01 56.3 56.3 55.9 13:45:41 55.9 55.9 56.2 13:38:02 56.2 56.2 56.0 13:45:42 56.0 56.0 56.0 13:38:03 56.0 56.0 56.0 13:45:43 56.0 56.0 55.8 13:38:04 55.8 55.8 56.0 13:45:44 56.0 56.0 55.8 13:38:05 55.8 55.8 55.7 13:45:45 55.7 55.7 55.8 13:38:06 55.8 55.8 55.6 13:45:46 55.6 55.6 55.6 13:38:07 55.6 55.6 56.8 13:45:47 56.8 56.8 55.1 13:38:08 55.1 55.1 58.0 13:45:48 58.0 58.0 54.8 13:38:09 54.8 54.8 57.6 13:45:49 57.6 57.6 54.4 13:38:10 54.4 54.4 57.0 13:45:50 57.0 57.0 54.4 13:38:11 54.4 54.4 57.0 13:45:51 57.0 57.0 54.4 13:38:12 54.4 54.4 56.5 13:45:52 56.5 56.5 54.3 13:38:13 54.3 54.3 56.9 13:45:53 56.9 56.9 54.9 13:38:14 54.9 54.9 56.8 13:45:54 56.8 56.8 55.3 13:38:15 55.3 55.3 56.3 13:45:55 56.3 56.3 55.6 13:38:16 55.6 55.6 55.4 13:45:56 55.4 55.4 56.5 13:38:17 56.5 56.5 54.6 13:45:57 54.6 54.6 56.7 13:38:18 56.7 56.7 54.1 13:45:58 54.1 54.1 56.6 13:38:19 56.6 56.6 54.0 13:45:59 54.0 54.0 56.3 13:38:20 56.3 56.3 54.7 13:46:00 54.7 54.7 56.0 13:38:21 56.0 56.0 54.9 13:46:01 54.9 54.9 55.9 13:38:22 55.9 55.9 54.3 13:46:02 54.3 54.3 55.7 13:38:23 55.7 55.7 54.0 13:46:03 54.0 54.0 55.4 13:38:24 55.4 55.4 53.9 13:46:04 53.9 53.9 55.2 13:38:25 55.2 55.2 53.7 13:46:05 53.7 53.7 55.3 13:38:26 55.3 55.3 53.5 13:46:06 53.5 53.5 55.4 13:38:27 55.4 55.4 53.3 13:46:07 53.3 53.3 55.4 13:38:28 55.4 55.4 53.6 13:46:08 53.6 53.6 55.7 13:38:29 55.7 55.7 53.5 13:46:09 53.5 53.5 56.0 13:38:30 56.0 56.0 53.1 13:46:10 53.1 53.1 56.6 13:38:31 56.6 56.6 53.0 13:46:11 53.0 53.0 58.7 13:38:32 58.7 58.7 53.7 13:46:12 53.7 53.7 57.9 13:38:33 57.9 57.9 53.6 13:46:13 53.6 53.6 57.3 13:38:34 57.3 57.3 55.2 13:46:14 55.2 55.2 57.6 13:38:35 57.6 57.6 55.6 13:46:15 55.6 55.6 57.1 13:38:36 57.1 57.1 56.4 13:46:16 56.4 56.4 57.1 13:38:37 57.1 57.1 57.9 13:46:17 57.9 57.9 57.8 13:38:38 57.8 57.8 59.7 13:46:18 59.7 59.7 61.5 13:38:39 61.5 61.5 59.3 13:46:19 59.3 59.3 64.7 13:38:40 64.7 64.7 57.5 13:46:20 57.5 57.5 62.8 13:38:41 62.8 62.8 56.1 13:46:21 56.1 56.1 60.8 13:38:42 60.8 60.8 55.7 13:46:22 55.7 55.7 59.4 13:38:43 59.4 59.4 56.2 13:46:23 56.2 56.2 59.3 13:38:44 59.3 59.3 56.5 13:46:24 56.5 56.5 59.7 13:38:45 59.7 59.7 56.3 13:46:25 56.3 56.3 58.4 13:38:46 58.4 58.4 56.0 13:46:26 56.0 56.0 57.8 13:38:47 57.8 57.8 56.2 13:46:27 56.2 56.2 58.9 13:38:48 58.9 58.9 56.7 13:46:28 56.7 56.7 58.3 13:38:49 58.3 58.3 56.8 13:46:29 56.8 56.8 57.3 13:38:50 57.3 57.3 57.2 13:46:30 57.2 57.2 56.9 13:38:51 56.9 56.9 57.4 13:46:31 57.4 57.4 56.8 13:38:52 56.8 56.8 57.6 13:46:32 57.6 57.6 56.4 13:38:53 56.4 56.4 58.1 13:46:33 58.1 58.1 56.1 13:38:54 56.1 56.1 57.7 13:46:34 57.7 57.7 56.0 13:38:55 56.0 56.0 57.5 13:46:35 57.5 57.5 56.0 13:38:56 56.0 56.0 57.4 13:46:36 57.4 57.4 55.8 13:38:57 55.8 55.8 57.8 13:46:37 57.8 57.8 55.7 13:38:58 55.7 55.7 58.6 13:46:38 58.6 58.6 55.9 13:38:59 55.9 55.9 58.5 13:46:39 58.5 58.5 55.7 13:39:00 55.7 55.7 58.9 13:46:40 58.9 58.9 55.9 13:39:01 55.9 55.9 59.1 13:46:41 59.1 59.1 56.6 13:39:02 56.6 56.6 58.8 13:46:42 58.8 58.8 56.9 13:39:03 56.9 56.9 57.7 13:46:43 57.7 57.7 56.5 13:39:04 56.5 56.5 56.9 13:46:44 56.9 56.9 56.2 13:39:05 56.2 56.2 55.9 13:46:45 55.9 55.9 56.2 13:39:06 56.2 56.2 55.5 13:46:46 55.5 55.5 56.0 13:39:07 56.0 56.0 55.7 13:46:47 55.7 55.7 56.3 13:39:08 56.3 56.3 55.4 13:46:48 55.4 55.4 56.4 13:39:09 56.4 56.4 55.1 13:46:49 55.1 55.1 56.1 13:39:10 56.1 56.1 54.4 13:46:50 54.4 54.4 56.1 13:39:11 56.1 56.1 53.9 13:46:51 53.9 53.9 56.1 13:39:12 56.1 56.1 53.4 13:46:52 53.4 53.4 56.0 13:39:13 56.0 56.0 53.4 13:46:53 53.4 53.4 56.1 13:39:14 56.1 56.1 54.1 13:46:54 54.1 54.1 56.4 13:39:15 56.4 56.4 53.4 13:46:55 53.4 53.4 56.4 13:39:16 56.4 56.4 53.5 13:46:56 53.5 53.5 56.4 13:39:17 56.4 56.4 54.2 13:46:57 54.2 54.2 56.6 13:39:18 56.6 56.6 54.3 13:46:58 54.3 54.3 56.7 13:39:19 56.7 56.7 54.4 13:46:59 54.4 54.4 56.4 13:39:20 56.4 56.4 55.5 13:47:00 55.5 55.5 56.1 13:39:21 56.1 56.1 55.7 13:47:01 55.7 55.7 55.6 13:39:22 55.6 55.6 55.2 13:47:02 55.2 55.2 55.5 13:39:23 55.5 55.5 54.7 13:47:03 54.7 54.7 55.4 13:39:24 55.4 55.4 54.5 13:47:04 54.5 54.5 55.3 13:39:25 55.3 55.3 55.1 13:47:05 55.1 55.1 55.4 13:39:26 55.4 55.4 55.0 13:47:06 55.0 55.0 55.4 13:39:27 55.4 55.4 55.1 13:47:07 55.1 55.1 56.1 13:39:28 56.1 56.1 55.9 13:47:08 55.9 55.9 56.2 13:39:29 56.2 56.2 55.9 13:47:09 55.9 55.9 56.0 13:39:30 56.0 56.0 55.3 13:47:10 55.3 55.3 55.5 13:39:31 55.5 55.5 55.3 13:47:11 55.3 55.3 55.5 13:39:32 55.5 55.5 55.1 13:47:12 55.1 55.1 55.6 13:39:33 55.6 55.6 55.2 13:47:13 55.2 55.2 55.8 13:39:34 55.8 55.8 55.4 13:47:14 55.4 55.4 55.8 13:39:35 55.8 55.8 55.4 13:47:15 55.4 55.4 55.6 13:39:36 55.6 55.6 55.4 13:47:16 55.4 55.4 55.5 13:39:37 55.5 55.5 55.6 13:47:17 55.6 55.6 55.6 13:39:38 55.6 55.6 56.6 13:47:18 56.6 56.6 55.6 13:39:39 55.6 55.6 57.3 13:47:19 57.3 57.3 55.6 13:39:40 55.6 55.6 56.6 13:47:20 56.6 56.6 55.4 13:39:41 55.4 55.4 55.9 13:47:21 55.9 55.9 55.3 13:39:42 55.3 55.3 55.8 13:47:22 55.8 55.8 55.7 13:39:43 55.7 55.7 55.6 13:47:23 55.6 55.6 55.7 13:39:44 55.7 55.7 55.0 13:47:24 55.0 55.0 55.9 13:39:45 55.9 55.9 54.8 13:47:25 54.8 54.8 56.1 13:39:46 56.1 56.1 55.1 13:47:26 55.1 55.1 56.0 13:39:47 56.0 56.0 55.2 13:47:27 55.2 55.2 55.9 13:39:48 55.9 55.9 55.2 13:47:28 55.2 55.2 56.2 13:39:49 56.2 56.2 54.7 13:47:29 54.7 54.7 56.6 13:39:50 56.6 56.6 54.4 13:47:30 54.4 54.4 56.9 13:39:51 56.9 56.9 54.0 13:47:31 54.0 54.0 57.1 13:39:52 57.1 57.1 53.5 13:47:32 53.5 53.5 57.4 13:39:53 57.4 57.4 53.3 13:47:33 53.3 53.3 57.8 13:39:54 57.8 57.8 53.0 13:47:34 53.0 53.0 58.3 13:39:55 58.3 58.3 52.9 13:47:35 52.9 52.9 59.4 13:39:56 59.4 59.4 53.0 13:47:36 53.0 53.0 59.7 13:39:57 59.7 59.7 53.3 13:47:37 53.3 53.3 60.6 13:39:58 60.6 60.6 53.9 13:47:38 53.9 53.9 61.1 13:39:59 61.1 61.1 53.7 13:47:39 53.7 53.7 60.0 13:40:00 60.0 60.0 53.2 13:47:40 53.2 53.2 59.6 13:40:01 59.6 59.6 52.9 13:47:41 52.9 52.9 59.2 13:40:02 59.2 59.2 SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL Site N2 - At Western Edge of Site 'B'Site N1 - At Western Edge of Site 'A' 52.6 13:47:42 52.6 52.6 58.1 13:40:03 58.1 58.1 52.4 13:47:43 52.4 52.4 57.8 13:40:04 57.8 57.8 52.4 13:47:44 52.4 52.4 58.0 13:40:05 58.0 58.0 53.1 13:47:45 53.1 53.1 58.1 13:40:06 58.1 58.1 53.6 13:47:46 53.6 53.6 58.0 13:40:07 58.0 58.0 53.8 13:47:47 53.8 53.8 58.5 13:40:08 58.5 58.5 53.9 13:47:48 53.9 53.9 60.8 13:40:09 60.8 60.8 54.2 13:47:49 54.2 54.2 59.3 13:40:10 59.3 59.3 54.4 13:47:50 54.4 54.4 58.2 13:40:11 58.2 58.2 54.3 13:47:51 54.3 54.3 57.9 13:40:12 57.9 57.9 53.9 13:47:52 53.9 53.9 57.9 13:40:13 57.9 57.9 53.6 13:47:53 53.6 53.6 57.9 13:40:14 57.9 57.9 53.7 13:47:54 53.7 53.7 57.7 13:40:15 57.7 57.7 53.9 13:47:55 53.9 53.9 57.4 13:40:16 57.4 57.4 54.0 13:47:56 54.0 54.0 57.6 13:40:17 57.6 57.6 54.4 13:47:57 54.4 54.4 57.8 13:40:18 57.8 57.8 55.2 13:47:58 55.2 55.2 60.0 13:40:19 60.0 60.0 55.7 13:47:59 55.7 55.7 59.3 13:40:20 59.3 59.3 56.5 13:48:00 56.5 56.5 59.7 13:40:21 59.7 59.7 58.0 13:48:01 58.0 58.0 60.1 13:40:22 60.1 60.1 57.8 13:48:02 57.8 57.8 59.7 13:40:23 59.7 59.7 56.7 13:48:03 56.7 56.7 60.2 13:40:24 60.2 60.2 56.0 13:48:04 56.0 56.0 60.8 13:40:25 60.8 60.8 55.9 13:48:05 55.9 55.9 61.5 13:40:26 61.5 61.5 56.0 13:48:06 56.0 56.0 59.6 13:40:27 59.6 59.6 55.6 13:48:07 55.6 55.6 58.6 13:40:28 58.6 58.6 55.2 13:48:08 55.2 55.2 57.8 13:40:29 57.8 57.8 55.5 13:48:09 55.5 55.5 57.2 13:40:30 57.2 57.2 55.3 13:48:10 55.3 55.3 57.2 13:40:31 57.2 57.2 54.8 13:48:11 54.8 54.8 57.4 13:40:32 57.4 57.4 54.8 13:48:12 54.8 54.8 57.0 13:40:33 57.0 57.0 55.0 13:48:13 55.0 55.0 57.7 13:40:34 57.7 57.7 55.9 13:48:14 55.9 55.9 59.1 13:40:35 59.1 59.1 56.2 13:48:15 56.2 56.2 58.8 13:40:36 58.8 58.8 55.8 13:48:16 55.8 55.8 58.2 13:40:37 58.2 58.2 55.5 13:48:17 55.5 55.5 57.9 13:40:38 57.9 57.9 55.5 13:48:18 55.5 55.5 57.7 13:40:39 57.7 57.7 55.4 13:48:19 55.4 55.4 57.9 13:40:40 57.9 57.9 54.7 13:48:20 54.7 54.7 57.6 13:40:41 57.6 57.6 54.5 13:48:21 54.5 54.5 58.2 13:40:42 58.2 58.2 54.4 13:48:22 54.4 54.4 57.4 13:40:43 57.4 57.4 54.5 13:48:23 54.5 54.5 56.9 13:40:44 56.9 56.9 54.6 13:48:24 54.6 54.6 56.3 13:40:45 56.3 56.3 54.9 13:48:25 54.9 54.9 55.8 13:40:46 55.8 55.8 55.3 13:48:26 55.3 55.3 56.2 13:40:47 56.2 56.2 55.2 13:48:27 55.2 55.2 56.6 13:40:48 56.6 56.6 55.4 13:48:28 55.4 55.4 56.8 13:40:49 56.8 56.8 55.3 13:48:29 55.3 55.3 56.9 13:40:50 56.9 56.9 54.9 13:48:30 54.9 54.9 56.6 13:40:51 56.6 56.6 54.6 13:48:31 54.6 54.6 56.3 13:40:52 56.3 56.3 54.3 13:48:32 54.3 54.3 56.2 13:40:53 56.2 56.2 54.5 13:48:33 54.5 54.5 56.4 13:40:54 56.4 56.4 54.5 13:48:34 54.5 54.5 56.1 13:40:55 56.1 56.1 55.0 13:48:35 55.0 55.0 56.3 13:40:56 56.3 56.3 56.1 13:48:36 56.1 56.1 56.2 13:40:57 56.2 56.2 57.0 13:48:37 57.0 57.0 56.2 13:40:58 56.2 56.2 57.3 13:48:38 57.3 57.3 56.1 13:40:59 56.1 56.1 57.9 13:48:39 57.9 57.9 56.4 13:41:00 56.4 56.4 58.8 13:48:40 58.8 58.8 56.2 13:41:01 56.2 56.2 59.5 13:48:41 59.5 59.5 56.1 13:41:02 56.1 56.1 59.5 13:48:42 59.5 59.5 56.1 13:41:03 56.1 56.1 59.3 13:48:43 59.3 59.3 56.7 13:41:04 56.7 56.7 59.2 13:48:44 59.2 59.2 57.3 13:41:05 57.3 57.3 58.7 13:48:45 58.7 58.7 57.0 13:41:06 57.0 57.0 57.9 13:48:46 57.9 57.9 56.3 13:41:07 56.3 56.3 57.3 13:48:47 57.3 57.3 56.1 13:41:08 56.1 56.1 56.8 13:48:48 56.8 56.8 55.7 13:41:09 55.7 55.7 56.4 13:48:49 56.4 56.4 55.3 13:41:10 55.3 55.3 56.4 13:48:50 56.4 56.4 56.7 13:41:11 56.7 56.7 56.6 13:48:51 56.6 56.6 58.1 13:41:12 58.1 58.1 56.7 13:48:52 56.7 56.7 57.5 13:41:13 57.5 57.5 57.3 13:48:53 57.3 57.3 57.0 13:41:14 57.0 57.0 57.8 13:48:54 57.8 57.8 58.6 13:41:15 58.6 58.6 57.5 13:48:55 57.5 57.5 63.0 13:41:16 63.0 63.0 56.7 13:48:56 56.7 56.7 61.6 13:41:17 61.6 61.6 56.9 13:48:57 56.9 56.9 61.4 13:41:18 61.4 61.4 56.7 13:48:58 56.7 56.7 63.1 13:41:19 63.1 63.1 56.2 13:48:59 56.2 56.2 65.2 13:41:20 65.2 65.2 55.9 13:49:00 55.9 55.9 68.6 13:41:21 68.6 68.6 56.1 13:49:01 56.1 56.1 69.9 13:41:22 69.9 69.9 56.2 13:49:02 56.2 56.2 72.5 13:41:23 72.5 72.5 56.2 13:49:03 56.2 56.2 71.2 13:41:24 71.2 71.2 56.2 13:49:04 56.2 56.2 69.1 13:41:25 69.1 69.1 56.1 13:49:05 56.1 56.1 68.7 13:41:26 68.7 68.7 56.1 13:49:06 56.1 56.1 72.9 13:41:27 72.9 72.9 56.2 13:49:07 56.2 56.2 73.8 13:41:28 73.8 73.8 56.5 13:49:08 56.5 56.5 70.3 13:41:29 70.3 70.3 56.4 13:49:09 56.4 56.4 67.7 13:41:30 67.7 67.7 56.2 13:49:10 56.2 56.2 65.5 13:41:31 65.5 65.5 56.3 13:49:11 56.3 56.3 62.9 13:41:32 62.9 62.9 56.3 13:49:12 56.3 56.3 60.6 13:41:33 60.6 60.6 56.6 13:49:13 56.6 56.6 59.7 13:41:34 59.7 59.7 56.3 13:49:14 56.3 56.3 61.5 13:41:35 61.5 61.5 56.1 13:49:15 56.1 56.1 60.6 13:41:36 60.6 60.6 56.1 13:49:16 56.1 56.1 58.9 13:41:37 58.9 58.9 56.4 13:49:17 56.4 56.4 57.7 13:41:38 57.7 57.7 56.9 13:49:18 56.9 56.9 57.1 13:41:39 57.1 57.1 56.6 13:49:19 56.6 56.6 58.0 13:41:40 58.0 58.0 56.6 13:49:20 56.6 56.6 58.4 13:41:41 58.4 58.4 56.5 13:49:21 56.5 56.5 57.8 13:41:42 57.8 57.8 56.6 13:49:22 56.6 56.6 57.5 13:41:43 57.5 57.5 56.6 13:49:23 56.6 56.6 57.8 13:41:44 57.8 57.8 56.8 13:49:24 56.8 56.8 59.8 13:41:45 59.8 59.8 56.8 13:49:25 56.8 56.8 60.1 13:41:46 60.1 60.1 56.8 13:49:26 56.8 56.8 59.9 13:41:47 59.9 59.9 56.8 13:49:27 56.8 56.8 60.2 13:41:48 60.2 60.2 57.0 13:49:28 57.0 57.0 61.0 13:41:49 61.0 61.0 57.8 13:49:29 57.8 57.8 61.0 13:41:50 61.0 61.0 58.8 13:49:30 58.8 58.8 60.8 13:41:51 60.8 60.8 60.7 13:49:31 60.7 60.7 61.0 13:41:52 61.0 61.0 61.9 13:49:32 61.9 61.9 60.7 13:41:53 60.7 60.7 61.2 13:49:33 61.2 61.2 60.6 13:41:54 60.6 60.6 59.2 13:49:34 59.2 59.2 61.7 13:41:55 61.7 61.7 58.6 13:49:35 58.6 58.6 62.6 13:41:56 62.6 62.6 59.2 13:49:36 59.2 59.2 62.9 13:41:57 62.9 62.9 60.2 13:49:37 60.2 60.2 60.5 13:41:58 60.5 60.5 58.3 13:49:38 58.3 58.3 59.1 13:41:59 59.1 59.1 56.7 13:49:39 56.7 56.7 58.7 13:42:00 58.7 58.7 56.6 13:49:40 56.6 56.6 58.7 13:42:01 58.7 58.7 57.3 13:49:41 57.3 57.3 58.1 13:42:02 58.1 58.1 57.7 13:49:42 57.7 57.7 57.6 13:42:03 57.6 57.6 57.1 13:49:43 57.1 57.1 57.4 13:42:04 57.4 57.4 56.5 13:49:44 56.5 56.5 57.0 13:42:05 57.0 57.0 56.3 13:49:45 56.3 56.3 56.6 13:42:06 56.6 56.6 55.9 13:49:46 55.9 55.9 56.4 13:42:07 56.4 56.4 56.0 13:49:47 56.0 56.0 55.7 13:42:08 55.7 55.7 56.1 13:49:48 56.1 56.1 55.5 13:42:09 55.5 55.5 56.6 13:49:49 56.6 56.6 55.4 13:42:10 55.4 55.4 56.6 13:49:50 56.6 56.6 55.5 13:42:11 55.5 55.5 56.4 13:49:51 56.4 56.4 55.5 13:42:12 55.5 55.5 56.0 13:49:52 56.0 56.0 55.4 13:42:13 55.4 55.4 55.6 13:49:53 55.6 55.6 55.1 13:42:14 55.1 55.1 55.5 13:49:54 55.5 55.5 54.8 13:42:15 54.8 54.8 55.5 13:49:55 55.5 55.5 54.7 13:42:16 54.7 54.7 55.9 13:49:56 55.9 55.9 55.0 13:42:17 55.0 55.0 56.2 13:49:57 56.2 56.2 55.7 13:42:18 55.7 55.7 55.7 13:49:58 55.7 55.7 56.1 13:42:19 56.1 56.1 55.2 13:49:59 55.2 55.2 57.0 13:42:20 57.0 57.0 54.9 13:50:00 54.9 54.9 57.8 13:42:21 57.8 57.8 54.8 13:50:01 54.8 54.8 56.8 13:42:22 56.8 56.8 54.8 13:50:02 54.8 54.8 56.3 13:42:23 56.3 56.3 55.2 13:50:03 55.2 55.2 56.6 13:42:24 56.6 56.6 55.3 13:50:04 55.3 55.3 56.6 13:42:25 56.6 56.6 55.2 13:50:05 55.2 55.2 56.3 13:42:26 56.3 56.3 55.4 13:50:06 55.4 55.4 56.1 13:42:27 56.1 56.1 55.7 13:50:07 55.7 55.7 55.6 13:42:28 55.6 55.6 55.8 13:50:08 55.8 55.8 55.2 13:42:29 55.2 55.2 57.0 13:50:09 57.0 57.0 54.9 13:42:30 54.9 54.9 58.2 13:50:10 58.2 58.2 55.0 13:42:31 55.0 55.0 57.7 13:50:11 57.7 57.7 55.5 13:42:32 55.5 55.5 56.5 13:50:12 56.5 56.5 55.4 13:42:33 55.4 55.4 55.9 13:50:13 55.9 55.9 55.3 13:42:34 55.3 55.3 55.7 13:50:14 55.7 55.7 55.7 13:42:35 55.7 55.7 55.5 13:50:15 55.5 55.5 55.4 13:42:36 55.4 55.4 55.8 13:50:16 55.8 55.8 55.4 13:42:37 55.4 55.4 55.9 13:50:17 55.9 55.9 56.1 13:42:38 56.1 56.1 56.2 13:50:18 56.2 56.2 57.9 13:42:39 57.9 57.9 56.2 13:50:19 56.2 56.2 56.9 13:42:40 56.9 56.9 56.9 13:50:20 56.9 56.9 55.7 13:42:41 55.7 55.7 57.7 13:50:21 57.7 57.7 55.3 13:42:42 55.3 55.3 57.8 13:50:22 57.8 57.8 55.4 13:42:43 55.4 55.4 57.4 13:50:23 57.4 57.4 57.3 13:42:44 57.3 57.3 56.9 13:50:24 56.9 56.9 56.9 13:42:45 56.9 56.9 57.2 13:50:25 57.2 57.2 56.0 13:42:46 56.0 56.0 57.6 13:50:26 57.6 57.6 55.7 13:42:47 55.7 55.7 57.7 13:50:27 57.7 57.7 56.5 13:42:48 56.5 56.5 58.2 13:50:28 58.2 58.2 57.6 13:42:49 57.6 57.6 58.0 13:50:29 58.0 58.0 57.0 13:42:50 57.0 57.0 58.0 13:50:30 58.0 58.0 56.0 13:42:51 56.0 56.0 58.0 13:50:31 58.0 58.0 56.0 13:42:52 56.0 56.0 58.5 13:50:32 58.5 58.5 60.4 13:42:53 60.4 60.4 57.9 13:50:33 57.9 57.9 61.4 13:42:54 61.4 61.4 57.5 13:50:34 57.5 57.5 59.5 13:42:55 59.5 59.5 57.6 13:50:35 57.6 57.6 57.4 13:42:56 57.4 57.4 58.0 13:50:36 58.0 58.0 57.9 13:42:57 57.9 57.9 57.6 13:50:37 57.6 57.6 63.4 13:42:58 63.4 63.4 57.6 13:50:38 57.6 57.6 62.7 13:42:59 62.7 62.7 57.5 13:50:39 57.5 57.5 59.8 13:43:00 59.8 59.8 59.0 13:50:40 59.0 59.0 57.5 13:43:01 57.5 57.5 57.9 13:50:41 57.9 57.9 59.0 13:43:02 59.0 59.0 57.3 13:50:42 57.3 57.3 61.5 13:43:03 61.5 61.5 56.8 13:50:43 56.8 56.8 60.3 13:43:04 60.3 60.3 56.7 13:50:44 56.7 56.7 58.2 13:43:05 58.2 58.2 56.7 13:50:45 56.7 56.7 57.1 13:43:06 57.1 57.1 57.0 13:50:46 57.0 57.0 60.2 13:43:07 60.2 60.2 57.4 13:50:47 57.4 57.4 60.9 13:43:08 60.9 60.9 57.1 13:50:48 57.1 57.1 58.8 13:43:09 58.8 58.8 56.7 13:50:49 56.7 56.7 57.6 13:43:10 57.6 57.6 56.8 13:50:50 56.8 56.8 57.2 13:43:11 57.2 57.2 SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL Site N2 - At Western Edge of Site 'B'Site N1 - At Western Edge of Site 'A' 56.6 13:50:51 56.6 56.6 57.0 13:43:12 57.0 57.0 56.5 13:50:52 56.5 56.5 57.0 13:43:13 57.0 57.0 56.3 13:50:53 56.3 56.3 57.4 13:43:14 57.4 57.4 56.6 13:50:54 56.6 56.6 57.9 13:43:15 57.9 57.9 56.5 13:50:55 56.5 56.5 57.6 13:43:16 57.6 57.6 56.3 13:50:56 56.3 56.3 58.2 13:43:17 58.2 58.2 56.2 13:50:57 56.2 56.2 57.8 13:43:18 57.8 57.8 55.8 13:50:58 55.8 55.8 56.9 13:43:19 56.9 56.9 55.9 13:50:59 55.9 55.9 56.2 13:43:20 56.2 56.2 56.0 13:51:00 56.0 56.0 55.7 13:43:21 55.7 55.7 56.2 13:51:01 56.2 56.2 55.5 13:43:22 55.5 55.5 56.8 13:51:02 56.8 56.8 55.4 13:43:23 55.4 55.4 57.2 13:51:03 57.2 57.2 55.1 13:43:24 55.1 55.1 57.8 13:51:04 57.8 57.8 55.4 13:43:25 55.4 55.4 58.2 13:51:05 58.2 58.2 55.1 13:43:26 55.1 55.1 58.4 13:51:06 58.4 58.4 54.9 13:43:27 54.9 54.9 58.9 13:51:07 58.9 58.9 54.7 13:43:28 54.7 54.7 59.0 13:51:08 59.0 59.0 54.5 13:43:29 54.5 54.5 60.2 13:51:09 60.2 60.2 54.6 13:43:30 54.6 54.6 60.6 13:51:10 60.6 60.6 55.2 13:43:31 55.2 55.2 60.1 13:51:11 60.1 60.1 56.2 13:43:32 56.2 56.2 59.6 13:51:12 59.6 59.6 56.2 13:43:33 56.2 56.2 59.6 13:51:13 59.6 59.6 56.1 13:43:34 56.1 56.1 59.7 13:51:14 59.7 59.7 56.3 13:43:35 56.3 56.3 59.0 13:51:15 59.0 59.0 55.8 13:43:36 55.8 55.8 58.6 13:51:16 58.6 58.6 55.8 13:43:37 55.8 55.8 58.3 13:51:17 58.3 58.3 55.9 13:43:38 55.9 55.9 57.9 13:51:18 57.9 57.9 56.0 13:43:39 56.0 56.0 57.2 13:51:19 57.2 57.2 56.2 13:43:40 56.2 56.2 56.7 13:51:20 56.7 56.7 57.8 13:43:41 57.8 57.8 56.6 13:51:21 56.6 56.6 57.4 13:43:42 57.4 57.4 56.4 13:51:22 56.4 56.4 56.9 13:43:43 56.9 56.9 56.3 13:51:23 56.3 56.3 56.3 13:43:44 56.3 56.3 56.2 13:51:24 56.2 56.2 55.7 13:43:45 55.7 55.7 56.8 13:51:25 56.8 56.8 55.6 13:43:46 55.6 55.6 56.7 13:51:26 56.7 56.7 55.5 13:43:47 55.5 55.5 56.5 13:51:27 56.5 56.5 56.0 13:43:48 56.0 56.0 56.4 13:51:28 56.4 56.4 56.5 13:43:49 56.5 56.5 56.8 13:51:29 56.8 56.8 55.7 13:43:50 55.7 55.7 56.6 13:51:30 56.6 56.6 55.0 13:43:51 55.0 55.0 56.9 13:51:31 56.9 56.9 54.9 13:43:52 54.9 54.9 57.5 13:51:32 57.5 57.5 55.1 13:43:53 55.1 55.1 57.4 13:51:33 57.4 57.4 55.0 13:43:54 55.0 55.0 57.9 13:51:34 57.9 57.9 55.3 13:43:55 55.3 55.3 57.6 13:51:35 57.6 57.6 55.1 13:43:56 55.1 55.1 57.5 13:51:36 57.5 57.5 56.0 13:43:57 56.0 56.0 57.0 13:51:37 57.0 57.0 56.8 13:43:58 56.8 56.8 57.1 13:51:38 57.1 57.1 56.2 13:43:59 56.2 56.2 56.9 13:51:39 56.9 56.9 55.7 13:44:00 55.7 55.7 56.6 13:51:40 56.6 56.6 55.7 13:44:01 55.7 55.7 56.8 13:51:41 56.8 56.8 55.8 13:44:02 55.8 55.8 57.0 13:51:42 57.0 57.0 55.6 13:44:03 55.6 55.6 56.8 13:51:43 56.8 56.8 55.5 13:44:04 55.5 55.5 56.6 13:51:44 56.6 56.6 55.7 13:44:05 55.7 55.7 57.0 13:51:45 57.0 57.0 55.7 13:44:06 55.7 55.7 57.1 13:51:46 57.1 57.1 55.9 13:44:07 55.9 55.9 57.3 13:51:47 57.3 57.3 55.9 13:44:08 55.9 55.9 57.1 13:51:48 57.1 57.1 56.3 13:44:09 56.3 56.3 56.9 13:51:49 56.9 56.9 56.2 13:44:10 56.2 56.2 56.7 13:51:50 56.7 56.7 55.6 13:44:11 55.6 55.6 56.6 13:51:51 56.6 56.6 55.0 13:44:12 55.0 55.0 56.5 13:51:52 56.5 56.5 54.5 13:44:13 54.5 54.5 57.0 13:51:53 57.0 57.0 54.2 13:44:14 54.2 54.2 57.3 13:51:54 57.3 57.3 54.5 13:44:15 54.5 54.5 57.4 13:51:55 57.4 57.4 54.9 13:44:16 54.9 54.9 57.2 13:51:56 57.2 57.2 54.9 13:44:17 54.9 54.9 57.2 13:51:57 57.2 57.2 55.2 13:44:18 55.2 55.2 57.2 13:51:58 57.2 57.2 56.4 13:44:19 56.4 56.4 57.5 13:51:59 57.5 57.5 56.7 13:44:20 56.7 56.7 57.5 13:52:00 57.5 57.5 56.6 13:44:21 56.6 56.6 57.4 13:52:01 57.4 57.4 56.8 13:44:22 56.8 56.8 57.0 13:52:02 57.0 57.0 56.7 13:44:23 56.7 56.7 56.7 13:52:03 56.7 56.7 56.3 13:44:24 56.3 56.3 56.6 13:52:04 56.6 56.6 55.9 13:44:25 55.9 55.9 56.6 13:52:05 56.6 56.6 56.0 13:44:26 56.0 56.0 56.6 13:52:06 56.6 56.6 55.9 13:44:27 55.9 55.9 56.5 13:52:07 56.5 56.5 55.7 13:44:28 55.7 55.7 56.4 13:52:08 56.4 56.4 55.5 13:44:29 55.5 55.5 56.3 13:52:09 56.3 56.3 55.3 13:44:30 55.3 55.3 56.5 13:52:10 56.5 56.5 54.7 13:44:31 54.7 54.7 56.5 13:52:11 56.5 56.5 54.3 13:44:32 54.3 54.3 56.7 13:52:12 56.7 56.7 54.2 13:44:33 54.2 54.2 56.9 13:52:13 56.9 56.9 54.2 13:44:34 54.2 54.2 57.2 13:52:14 57.2 57.2 54.5 13:44:35 54.5 54.5 57.5 13:52:15 57.5 57.5 54.7 13:44:36 54.7 54.7 57.7 13:52:16 57.7 57.7 55.1 13:44:37 55.1 55.1 59.0 13:52:17 59.0 59.0 55.1 13:44:38 55.1 55.1 60.3 13:52:18 60.3 60.3 54.7 13:44:39 54.7 54.7 60.0 13:52:19 60.0 60.0 54.6 13:44:40 54.6 54.6 59.7 13:52:20 59.7 59.7 54.6 13:44:41 54.6 54.6 59.5 13:52:21 59.5 59.5 54.6 13:44:42 54.6 54.6 59.5 13:52:22 59.5 59.5 54.4 13:44:43 54.4 54.4 59.4 13:52:23 59.4 59.4 53.9 13:44:44 53.9 53.9 59.7 13:52:24 59.7 59.7 53.4 13:44:45 53.4 53.4 59.7 13:52:25 59.7 59.7 52.9 13:44:46 52.9 52.9 59.0 13:52:26 59.0 59.0 52.8 13:44:47 52.8 52.8 58.3 13:52:27 58.3 58.3 52.8 13:44:48 52.8 52.8 57.7 13:52:28 57.7 57.7 52.7 13:44:49 52.7 52.7 57.9 13:52:29 57.9 57.9 53.0 13:44:50 53.0 53.0 58.0 13:52:30 58.0 58.0 53.1 13:44:51 53.1 53.1 58.3 13:52:31 58.3 58.3 53.0 13:44:52 53.0 53.0 58.5 13:52:32 58.5 58.5 53.0 13:44:53 53.0 53.0 59.1 13:52:33 59.1 59.1 53.2 13:44:54 53.2 53.2 59.3 13:52:34 59.3 59.3 53.9 13:44:55 53.9 53.9 60.4 13:52:35 60.4 60.4 53.6 13:44:56 53.6 53.6 61.8 13:52:36 61.8 61.8 53.4 13:44:57 53.4 53.4 62.0 13:52:37 62.0 62.0 53.3 13:44:58 53.3 53.3 61.8 13:52:38 61.8 61.8 53.4 13:44:59 53.4 53.4 60.0 13:52:39 60.0 60.0 53.6 13:45:00 53.6 53.6 59.3 13:52:40 59.3 59.3 53.6 13:45:01 53.6 53.6 58.7 13:52:41 58.7 58.7 54.0 13:45:02 54.0 54.0 59.1 13:52:42 59.1 59.1 54.1 13:45:03 54.1 54.1 59.1 13:52:43 59.1 59.1 54.1 13:45:04 54.1 54.1 59.0 13:52:44 59.0 59.0 53.9 13:45:05 53.9 53.9 59.0 13:52:45 59.0 59.0 53.8 13:45:06 53.8 53.8 58.8 13:52:46 58.8 58.8 54.2 13:45:07 54.2 54.2 58.3 13:52:47 58.3 58.3 55.1 13:45:08 55.1 55.1 58.0 13:52:48 58.0 58.0 55.6 13:45:09 55.6 55.6 58.0 13:52:49 58.0 58.0 55.6 13:45:10 55.6 55.6 57.9 13:52:50 57.9 57.9 55.3 13:45:11 55.3 55.3 57.4 13:52:51 57.4 57.4 55.4 13:45:12 55.4 55.4 57.0 13:52:52 57.0 57.0 55.3 13:45:13 55.3 55.3 56.9 13:52:53 56.9 56.9 55.4 13:45:14 55.4 55.4 58.3 13:52:54 58.3 58.3 55.4 13:45:15 55.4 55.4 58.7 13:52:55 58.7 58.7 55.6 13:45:16 55.6 55.6 56.9 13:52:56 56.9 56.9 55.4 13:45:17 55.4 55.4 55.9 13:52:57 55.9 55.9 54.9 13:45:18 54.9 54.9 55.3 13:52:58 55.3 55.3 54.6 13:45:19 54.6 54.6 55.0 13:52:59 55.0 55.0 54.5 13:45:20 54.5 54.5 55.2 13:53:00 55.2 55.2 54.5 13:45:21 54.5 54.5 55.2 13:53:01 55.2 55.2 54.4 13:45:22 54.4 54.4 54.9 13:53:02 54.9 54.9 54.6 13:45:23 54.6 54.6 55.0 13:53:03 55.0 55.0 54.8 13:45:24 54.8 54.8 55.5 13:53:04 55.5 55.5 54.7 13:45:25 54.7 54.7 55.6 13:53:05 55.6 55.6 54.7 13:45:26 54.7 54.7 55.6 13:53:06 55.6 55.6 54.8 13:45:27 54.8 54.8 55.4 13:53:07 55.4 55.4 54.7 13:45:28 54.7 54.7 55.4 13:53:08 55.4 55.4 54.3 13:45:29 54.3 54.3 55.5 13:53:09 55.5 55.5 53.6 13:45:30 53.6 53.6 55.0 13:53:10 55.0 55.0 53.4 13:45:31 53.4 53.4 54.7 13:53:11 54.7 54.7 54.0 13:45:32 54.0 54.0 54.7 13:53:12 54.7 54.7 54.0 13:45:33 54.0 54.0 54.8 13:53:13 54.8 54.8 54.2 13:45:34 54.2 54.2 55.0 13:53:14 55.0 55.0 54.2 13:45:35 54.2 54.2 54.7 13:53:15 54.7 54.7 54.3 13:45:36 54.3 54.3 54.7 13:53:16 54.7 54.7 54.4 13:45:37 54.4 54.4 55.0 13:53:17 55.0 55.0 54.1 13:45:38 54.1 54.1 55.7 13:53:18 55.7 55.7 53.7 13:45:39 53.7 53.7 56.0 13:53:19 56.0 56.0 53.7 13:45:40 53.7 53.7 56.0 13:53:20 56.0 56.0 53.6 13:45:41 53.6 53.6 56.6 13:53:21 56.6 56.6 53.8 13:45:42 53.8 53.8 56.1 13:53:22 56.1 56.1 53.7 13:45:43 53.7 53.7 55.7 13:53:23 55.7 55.7 53.6 13:45:44 53.6 53.6 55.2 13:53:24 55.2 55.2 53.8 13:45:45 53.8 53.8 54.9 13:53:25 54.9 54.9 53.9 13:45:46 53.9 53.9 55.5 13:53:26 55.5 55.5 53.8 13:45:47 53.8 53.8 55.8 13:53:27 55.8 55.8 53.8 13:45:48 53.8 53.8 56.1 13:53:28 56.1 56.1 53.7 13:45:49 53.7 53.7 56.5 13:53:29 56.5 56.5 54.3 13:45:50 54.3 54.3 56.7 13:53:30 56.7 56.7 53.9 13:45:51 53.9 53.9 56.9 13:53:31 56.9 56.9 53.6 13:45:52 53.6 53.6 56.7 13:53:32 56.7 56.7 53.3 13:45:53 53.3 53.3 56.5 13:53:33 56.5 56.5 53.3 13:45:54 53.3 53.3 56.2 13:53:34 56.2 56.2 53.4 13:45:55 53.4 53.4 56.3 13:53:35 56.3 56.3 53.6 13:45:56 53.6 53.6 56.7 13:53:36 56.7 56.7 53.7 13:45:57 53.7 53.7 56.7 13:53:37 56.7 56.7 53.8 13:45:58 53.8 53.8 56.8 13:53:38 56.8 56.8 53.8 13:45:59 53.8 53.8 58.4 13:53:39 58.4 58.4 53.6 13:46:00 53.6 53.6 60.3 13:53:40 60.3 60.3 53.7 13:46:01 53.7 53.7 60.2 13:53:41 60.2 60.2 53.6 13:46:02 53.6 53.6 59.7 13:53:42 59.7 59.7 53.4 13:46:03 53.4 53.4 58.7 13:53:43 58.7 58.7 53.0 13:46:04 53.0 53.0 58.0 13:53:44 58.0 58.0 52.7 13:46:05 52.7 52.7 57.3 13:53:45 57.3 57.3 52.7 13:46:06 52.7 52.7 56.9 13:53:46 56.9 56.9 52.8 13:46:07 52.8 52.8 56.6 13:53:47 56.6 56.6 53.1 13:46:08 53.1 53.1 56.4 13:53:48 56.4 56.4 53.4 13:46:09 53.4 53.4 56.0 13:53:49 56.0 56.0 53.7 13:46:10 53.7 53.7 55.9 13:53:50 55.9 55.9 53.6 13:46:11 53.6 53.6 56.0 13:53:51 56.0 56.0 53.5 13:46:12 53.5 53.5 56.2 13:53:52 56.2 56.2 53.6 13:46:13 53.6 53.6 56.8 13:53:53 56.8 56.8 53.7 13:46:14 53.7 53.7 57.0 13:53:54 57.0 57.0 53.5 13:46:15 53.5 53.5 57.2 13:53:55 57.2 57.2 53.5 13:46:16 53.5 53.5 57.3 13:53:56 57.3 57.3 53.4 13:46:17 53.4 53.4 57.4 13:53:57 57.4 57.4 53.3 13:46:18 53.3 53.3 57.3 13:53:58 57.3 57.3 53.4 13:46:19 53.4 53.4 57.6 13:53:59 57.6 57.6 53.3 13:46:20 53.3 53.3 57.2 13:54:00 57.2 57.2 53.4 13:46:21 53.4 53.4 57.1 13:54:01 57.1 57.1 53.4 13:46:22 53.4 53.4 57.0 13:54:02 57.0 57.0 53.5 13:46:23 53.5 53.5 56.7 13:54:03 56.7 56.7 53.5 13:46:24 53.5 53.5 56.7 13:54:04 56.7 56.7 53.6 13:46:25 53.6 53.6 56.9 13:54:05 56.9 56.9 53.7 13:46:26 53.7 53.7 57.3 13:54:06 57.3 57.3 53.9 13:46:27 53.9 53.9 57.4 13:54:07 57.4 57.4 54.3 13:46:28 54.3 54.3 57.3 13:54:08 57.3 57.3 54.5 13:46:29 54.5 54.5 57.2 13:54:09 57.2 57.2 54.4 13:46:30 54.4 54.4 57.3 13:54:10 57.3 57.3 54.6 13:46:31 54.6 54.6 57.9 13:54:11 57.9 57.9 54.4 13:46:32 54.4 54.4 57.8 13:54:12 57.8 57.8 54.1 13:46:33 54.1 54.1 57.7 13:54:13 57.7 57.7 54.3 13:46:34 54.3 54.3 57.7 13:54:14 57.7 57.7 54.2 13:46:35 54.2 54.2 57.4 13:54:15 57.4 57.4 54.3 13:46:36 54.3 54.3 57.5 13:54:16 57.5 57.5 54.3 13:46:37 54.3 54.3 SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL Site N2 - At Western Edge of Site 'B'Site N1 - At Western Edge of Site 'A' 57.5 13:54:17 57.5 57.5 53.8 13:46:38 53.8 53.8 57.6 13:54:18 57.6 57.6 53.4 13:46:39 53.4 53.4 57.6 13:54:19 57.6 57.6 53.1 13:46:40 53.1 53.1 57.1 13:54:20 57.1 57.1 52.9 13:46:41 52.9 52.9 57.1 13:54:21 57.1 57.1 52.9 13:46:42 52.9 52.9 57.4 13:54:22 57.4 57.4 53.0 13:46:43 53.0 53.0 56.9 13:54:23 56.9 56.9 53.0 13:46:44 53.0 53.0 56.9 13:54:24 56.9 56.9 53.2 13:46:45 53.2 53.2 56.7 13:54:25 56.7 56.7 53.1 13:46:46 53.1 53.1 56.9 13:54:26 56.9 56.9 53.4 13:46:47 53.4 53.4 56.9 13:54:27 56.9 56.9 53.7 13:46:48 53.7 53.7 56.6 13:54:28 56.6 56.6 53.5 13:46:49 53.5 53.5 56.3 13:54:29 56.3 56.3 53.3 13:46:50 53.3 53.3 56.3 13:54:30 56.3 56.3 53.2 13:46:51 53.2 53.2 56.7 13:54:31 56.7 56.7 53.3 13:46:52 53.3 53.3 56.5 13:54:32 56.5 56.5 53.2 13:46:53 53.2 53.2 56.5 13:54:33 56.5 56.5 53.2 13:46:54 53.2 53.2 57.2 13:54:34 57.2 57.2 53.4 13:46:55 53.4 53.4 57.3 13:54:35 57.3 57.3 53.7 13:46:56 53.7 53.7 57.2 13:54:36 57.2 57.2 53.9 13:46:57 53.9 53.9 57.2 13:54:37 57.2 57.2 54.1 13:46:58 54.1 54.1 56.9 13:54:38 56.9 56.9 54.0 13:46:59 54.0 54.0 56.9 13:54:39 56.9 56.9 54.2 13:47:00 54.2 54.2 57.5 13:54:40 57.5 57.5 54.3 13:47:01 54.3 54.3 57.9 13:54:41 57.9 57.9 54.1 13:47:02 54.1 54.1 58.4 13:54:42 58.4 58.4 54.2 13:47:03 54.2 54.2 58.2 13:54:43 58.2 58.2 54.2 13:47:04 54.2 54.2 57.6 13:54:44 57.6 57.6 53.9 13:47:05 53.9 53.9 57.1 13:54:45 57.1 57.1 53.7 13:47:06 53.7 53.7 57.0 13:54:46 57.0 57.0 53.6 13:47:07 53.6 53.6 56.9 13:54:47 56.9 56.9 53.7 13:47:08 53.7 53.7 57.1 13:54:48 57.1 57.1 53.8 13:47:09 53.8 53.8 56.9 13:54:49 56.9 56.9 53.7 13:47:10 53.7 53.7 57.0 13:54:50 57.0 57.0 53.8 13:47:11 53.8 53.8 57.1 13:54:51 57.1 57.1 54.4 13:47:12 54.4 54.4 57.0 13:54:52 57.0 57.0 54.9 13:47:13 54.9 54.9 57.2 13:54:53 57.2 57.2 55.2 13:47:14 55.2 55.2 58.1 13:54:54 58.1 58.1 54.9 13:47:15 54.9 54.9 58.0 13:54:55 58.0 58.0 55.3 13:47:16 55.3 55.3 57.8 13:54:56 57.8 57.8 55.8 13:47:17 55.8 55.8 58.1 13:54:57 58.1 58.1 55.2 13:47:18 55.2 55.2 58.0 13:54:58 58.0 58.0 55.0 13:47:19 55.0 55.0 58.3 13:54:59 58.3 58.3 57.3 13:47:20 57.3 57.3 58.9 13:55:00 58.9 58.9 58.0 13:47:21 58.0 58.0 59.0 13:55:01 59.0 59.0 56.7 13:47:22 56.7 56.7 58.5 13:55:02 58.5 58.5 55.8 13:47:23 55.8 55.8 58.0 13:55:03 58.0 58.0 55.5 13:47:24 55.5 55.5 57.9 13:55:04 57.9 57.9 55.1 13:47:25 55.1 55.1 57.4 13:55:05 57.4 57.4 54.3 13:47:26 54.3 54.3 57.0 13:55:06 57.0 57.0 53.9 13:47:27 53.9 53.9 57.1 13:55:07 57.1 57.1 53.5 13:47:28 53.5 53.5 57.2 13:55:08 57.2 57.2 53.1 13:47:29 53.1 53.1 56.9 13:55:09 56.9 56.9 52.7 13:47:30 52.7 52.7 56.7 13:55:10 56.7 56.7 52.7 13:47:31 52.7 52.7 57.0 13:55:11 57.0 57.0 52.9 13:47:32 52.9 52.9 57.4 13:55:12 57.4 57.4 53.4 13:47:33 53.4 53.4 57.2 13:55:13 57.2 57.2 53.5 13:47:34 53.5 53.5 56.9 13:55:14 56.9 56.9 53.2 13:47:35 53.2 53.2 57.3 13:55:15 57.3 57.3 53.1 13:47:36 53.1 53.1 57.5 13:55:16 57.5 57.5 53.0 13:47:37 53.0 53.0 57.3 13:55:17 57.3 57.3 53.1 13:47:38 53.1 53.1 57.4 13:55:18 57.4 57.4 53.4 13:47:39 53.4 53.4 57.8 13:55:19 57.8 57.8 53.6 13:47:40 53.6 53.6 57.7 13:55:20 57.7 57.7 53.7 13:47:41 53.7 53.7 57.3 13:55:21 57.3 57.3 54.1 13:47:42 54.1 54.1 57.9 13:55:22 57.9 57.9 53.9 13:47:43 53.9 53.9 58.7 13:55:23 58.7 58.7 53.4 13:47:44 53.4 53.4 58.4 13:55:24 58.4 58.4 53.1 13:47:45 53.1 53.1 58.1 13:55:25 58.1 58.1 52.9 13:47:46 52.9 52.9 57.6 13:55:26 57.6 57.6 52.8 13:47:47 52.8 52.8 57.3 13:55:27 57.3 57.3 53.1 13:47:48 53.1 53.1 57.1 13:55:28 57.1 57.1 53.2 13:47:49 53.2 53.2 57.0 13:55:29 57.0 57.0 53.3 13:47:50 53.3 53.3 56.7 13:55:30 56.7 56.7 53.8 13:47:51 53.8 53.8 56.3 13:55:31 56.3 56.3 53.6 13:47:52 53.6 53.6 56.1 13:55:32 56.1 56.1 53.3 13:47:53 53.3 53.3 56.7 13:55:33 56.7 56.7 53.6 13:47:54 53.6 53.6 58.7 13:55:34 58.7 58.7 53.9 13:47:55 53.9 53.9 60.2 13:55:35 60.2 60.2 54.5 13:47:56 54.5 54.5 59.3 13:55:36 59.3 59.3 54.6 13:47:57 54.6 54.6 59.4 13:55:37 59.4 59.4 54.3 13:47:58 54.3 54.3 59.5 13:55:38 59.5 59.5 54.2 13:47:59 54.2 54.2 59.3 13:55:39 59.3 59.3 53.8 13:48:00 53.8 53.8 58.2 13:55:40 58.2 58.2 53.9 13:48:01 53.9 53.9 57.5 13:55:41 57.5 57.5 54.0 13:48:02 54.0 54.0 57.9 13:55:42 57.9 57.9 53.7 13:48:03 53.7 53.7 58.2 13:55:43 58.2 58.2 53.8 13:48:04 53.8 53.8 57.7 13:55:44 57.7 57.7 53.9 13:48:05 53.9 53.9 57.4 13:55:45 57.4 57.4 53.7 13:48:06 53.7 53.7 57.2 13:55:46 57.2 57.2 53.6 13:48:07 53.6 53.6 57.1 13:55:47 57.1 57.1 53.6 13:48:08 53.6 53.6 57.3 13:55:48 57.3 57.3 53.6 13:48:09 53.6 53.6 58.3 13:55:49 58.3 58.3 53.5 13:48:10 53.5 53.5 57.8 13:55:50 57.8 57.8 53.5 13:48:11 53.5 53.5 57.3 13:55:51 57.3 57.3 53.6 13:48:12 53.6 53.6 56.7 13:55:52 56.7 56.7 53.8 13:48:13 53.8 53.8 56.5 13:55:53 56.5 56.5 53.7 13:48:14 53.7 53.7 56.5 13:55:54 56.5 56.5 53.6 13:48:15 53.6 53.6 56.7 13:55:55 56.7 56.7 53.9 13:48:16 53.9 53.9 56.8 13:55:56 56.8 56.8 53.9 13:48:17 53.9 53.9 56.8 13:55:57 56.8 56.8 54.3 13:48:18 54.3 54.3 56.7 13:55:58 56.7 56.7 54.2 13:48:19 54.2 54.2 58.0 13:55:59 58.0 58.0 54.2 13:48:20 54.2 54.2 60.8 13:56:00 60.8 60.8 53.9 13:48:21 53.9 53.9 61.0 13:56:01 61.0 61.0 53.6 13:48:22 53.6 53.6 60.9 13:56:02 60.9 60.9 53.6 13:48:23 53.6 53.6 60.6 13:56:03 60.6 60.6 53.6 13:48:24 53.6 53.6 59.9 13:56:04 59.9 59.9 53.2 13:48:25 53.2 53.2 59.2 13:56:05 59.2 59.2 52.8 13:48:26 52.8 52.8 59.0 13:56:06 59.0 59.0 52.7 13:48:27 52.7 52.7 58.9 13:56:07 58.9 58.9 52.9 13:48:28 52.9 52.9 58.7 13:56:08 58.7 58.7 53.1 13:48:29 53.1 53.1 58.3 13:56:09 58.3 58.3 53.2 13:48:30 53.2 53.2 58.0 13:56:10 58.0 58.0 53.5 13:48:31 53.5 53.5 58.3 13:56:11 58.3 58.3 53.9 13:48:32 53.9 53.9 58.2 13:56:12 58.2 58.2 54.1 13:48:33 54.1 54.1 58.1 13:56:13 58.1 58.1 54.1 13:48:34 54.1 54.1 57.9 13:56:14 57.9 57.9 54.1 13:48:35 54.1 54.1 58.0 13:56:15 58.0 58.0 54.1 13:48:36 54.1 54.1 57.5 13:56:16 57.5 57.5 54.1 13:48:37 54.1 54.1 57.2 13:56:17 57.2 57.2 54.2 13:48:38 54.2 54.2 57.4 13:56:18 57.4 57.4 54.0 13:48:39 54.0 54.0 57.4 13:56:19 57.4 57.4 53.7 13:48:40 53.7 53.7 57.8 13:56:20 57.8 57.8 53.4 13:48:41 53.4 53.4 58.0 13:56:21 58.0 58.0 53.3 13:48:42 53.3 53.3 57.4 13:56:22 57.4 57.4 53.4 13:48:43 53.4 53.4 57.3 13:56:23 57.3 57.3 53.2 13:48:44 53.2 53.2 57.2 13:56:24 57.2 57.2 52.9 13:48:45 52.9 52.9 57.1 13:56:25 57.1 57.1 52.7 13:48:46 52.7 52.7 57.0 13:56:26 57.0 57.0 52.8 13:48:47 52.8 52.8 56.8 13:56:27 56.8 56.8 52.8 13:48:48 52.8 52.8 56.7 13:56:28 56.7 56.7 52.9 13:48:49 52.9 52.9 57.3 13:56:29 57.3 57.3 53.1 13:48:50 53.1 53.1 57.3 13:56:30 57.3 57.3 53.2 13:48:51 53.2 53.2 57.6 13:56:31 57.6 57.6 52.9 13:48:52 52.9 52.9 57.4 13:56:32 57.4 57.4 52.8 13:48:53 52.8 52.8 57.4 13:56:33 57.4 57.4 52.6 13:48:54 52.6 52.6 57.2 13:56:34 57.2 57.2 52.5 13:48:55 52.5 52.5 56.9 13:56:35 56.9 56.9 52.4 13:48:56 52.4 52.4 56.4 13:56:36 56.4 56.4 52.2 13:48:57 52.2 52.2 56.1 13:56:37 56.1 56.1 52.4 13:48:58 52.4 52.4 56.1 13:56:38 56.1 56.1 52.4 13:48:59 52.4 52.4 56.1 13:56:39 56.1 56.1 52.7 13:49:00 52.7 52.7 56.0 13:56:40 56.0 56.0 52.8 13:49:01 52.8 52.8 56.4 13:56:41 56.4 56.4 53.0 13:49:02 53.0 53.0 56.3 13:56:42 56.3 56.3 53.5 13:49:03 53.5 53.5 56.1 13:56:43 56.1 56.1 53.9 13:49:04 53.9 53.9 56.0 13:56:44 56.0 56.0 53.7 13:49:05 53.7 53.7 55.7 13:56:45 55.7 55.7 53.4 13:49:06 53.4 53.4 55.9 13:56:46 55.9 55.9 53.3 13:49:07 53.3 53.3 55.9 13:56:47 55.9 55.9 53.5 13:49:08 53.5 53.5 56.5 13:56:48 56.5 56.5 53.4 13:49:09 53.4 53.4 57.0 13:56:49 57.0 57.0 53.3 13:49:10 53.3 53.3 56.9 13:56:50 56.9 56.9 53.9 13:49:11 53.9 53.9 57.2 13:56:51 57.2 57.2 54.2 13:49:12 54.2 54.2 56.8 13:56:52 56.8 56.8 54.2 13:49:13 54.2 54.2 57.6 13:56:53 57.6 57.6 53.9 13:49:14 53.9 53.9 57.7 13:56:54 57.7 57.7 53.9 13:49:15 53.9 53.9 57.7 13:56:55 57.7 57.7 54.0 13:49:16 54.0 54.0 58.2 13:56:56 58.2 58.2 54.0 13:49:17 54.0 54.0 58.7 13:56:57 58.7 58.7 53.7 13:49:18 53.7 53.7 58.7 13:56:58 58.7 58.7 53.7 13:49:19 53.7 53.7 58.0 13:56:59 58.0 58.0 53.8 13:49:20 53.8 53.8 58.3 13:57:00 58.3 58.3 53.7 13:49:21 53.7 53.7 58.3 13:57:01 58.3 58.3 53.9 13:49:22 53.9 53.9 57.9 13:57:02 57.9 57.9 53.6 13:49:23 53.6 53.6 58.2 13:57:03 58.2 58.2 53.5 13:49:24 53.5 53.5 57.9 13:57:04 57.9 57.9 54.2 13:49:25 54.2 54.2 57.2 13:57:05 57.2 57.2 55.0 13:49:26 55.0 55.0 57.2 13:57:06 57.2 57.2 55.4 13:49:27 55.4 55.4 56.7 13:57:07 56.7 56.7 55.6 13:49:28 55.6 55.6 56.5 13:57:08 56.5 56.5 55.5 13:49:29 55.5 55.5 57.0 13:57:09 57.0 57.0 55.5 13:49:30 55.5 55.5 57.7 13:57:10 57.7 57.7 56.1 13:49:31 56.1 56.1 SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL Site N2 - At Western Edge of Site 'B'Site N1 - At Western Edge of Site 'A' 57.9 13:57:11 57.9 57.9 56.1 13:49:32 56.1 56.1 58.0 13:57:12 58.0 58.0 55.4 13:49:33 55.4 55.4 58.2 13:57:13 58.2 58.2 55.1 13:49:34 55.1 55.1 57.5 13:57:14 57.5 57.5 55.1 13:49:35 55.1 55.1 57.0 13:57:15 57.0 57.0 55.2 13:49:36 55.2 55.2 57.4 13:57:16 57.4 57.4 55.7 13:49:37 55.7 55.7 57.3 13:57:17 57.3 57.3 55.5 13:49:38 55.5 55.5 57.0 13:57:18 57.0 57.0 55.0 13:49:39 55.0 55.0 56.5 13:57:19 56.5 56.5 54.8 13:49:40 54.8 54.8 56.2 13:57:20 56.2 56.2 54.9 13:49:41 54.9 54.9 57.0 13:57:21 57.0 57.0 54.9 13:49:42 54.9 54.9 56.8 13:57:22 56.8 56.8 55.1 13:49:43 55.1 55.1 56.4 13:57:23 56.4 56.4 55.0 13:49:44 55.0 55.0 56.0 13:57:24 56.0 56.0 55.2 13:49:45 55.2 55.2 55.7 13:57:25 55.7 55.7 55.2 13:49:46 55.2 55.2 55.6 13:57:26 55.6 55.6 55.3 13:49:47 55.3 55.3 55.7 13:57:27 55.7 55.7 55.3 13:49:48 55.3 55.3 55.6 13:57:28 55.6 55.6 55.0 13:49:49 55.0 55.0 55.8 13:57:29 55.8 55.8 54.9 13:49:50 54.9 54.9 56.2 13:57:30 56.2 56.2 54.9 13:49:51 54.9 54.9 56.3 13:57:31 56.3 56.3 54.9 13:49:52 54.9 54.9 56.2 13:57:32 56.2 56.2 54.8 13:49:53 54.8 54.8 56.1 13:57:33 56.1 56.1 54.7 13:49:54 54.7 54.7 56.2 13:57:34 56.2 56.2 54.3 13:49:55 54.3 54.3 56.4 13:57:35 56.4 56.4 54.3 13:49:56 54.3 54.3 56.7 13:57:36 56.7 56.7 54.7 13:49:57 54.7 54.7 57.0 13:57:37 57.0 57.0 55.0 13:49:58 55.0 55.0 57.1 13:57:38 57.1 57.1 54.7 13:49:59 54.7 54.7 57.0 13:57:39 57.0 57.0 54.7 13:50:00 54.7 54.7 56.7 13:57:40 56.7 56.7 55.1 13:50:01 55.1 55.1 56.7 13:57:41 56.7 56.7 55.1 13:50:02 55.1 55.1 57.2 13:57:42 57.2 57.2 55.0 13:50:03 55.0 55.0 57.4 13:57:43 57.4 57.4 55.2 13:50:04 55.2 55.2 57.5 13:57:44 57.5 57.5 55.8 13:50:05 55.8 55.8 58.2 13:57:45 58.2 58.2 55.8 13:50:06 55.8 55.8 57.7 13:57:46 57.7 57.7 55.4 13:50:07 55.4 55.4 57.0 13:57:47 57.0 57.0 55.0 13:50:08 55.0 55.0 56.4 13:57:48 56.4 56.4 54.5 13:50:09 54.5 54.5 55.7 13:57:49 55.7 55.7 54.3 13:50:10 54.3 54.3 55.5 13:57:50 55.5 55.5 54.2 13:50:11 54.2 54.2 55.6 13:57:51 55.6 55.6 54.2 13:50:12 54.2 54.2 56.2 13:57:52 56.2 56.2 54.0 13:50:13 54.0 54.0 56.7 13:57:53 56.7 56.7 54.2 13:50:14 54.2 54.2 56.3 13:57:54 56.3 56.3 54.3 13:50:15 54.3 54.3 55.7 13:57:55 55.7 55.7 54.5 13:50:16 54.5 54.5 56.1 13:57:56 56.1 56.1 54.4 13:50:17 54.4 54.4 55.3 13:57:57 55.3 55.3 54.4 13:50:18 54.4 54.4 54.8 13:57:58 54.8 54.8 54.3 13:50:19 54.3 54.3 54.8 13:57:59 54.8 54.8 54.4 13:50:20 54.4 54.4 54.7 13:58:00 54.7 54.7 54.7 13:50:21 54.7 54.7 54.6 13:58:01 54.6 54.6 55.5 13:50:22 55.5 55.5 55.1 13:58:02 55.1 55.1 55.5 13:50:23 55.5 55.5 55.2 13:58:03 55.2 55.2 55.9 13:50:24 55.9 55.9 55.3 13:58:04 55.3 55.3 57.2 13:50:25 57.2 57.2 55.5 13:58:05 55.5 55.5 57.0 13:50:26 57.0 57.0 55.4 13:58:06 55.4 55.4 57.6 13:50:27 57.6 57.6 55.7 13:58:07 55.7 55.7 56.8 13:50:28 56.8 56.8 56.3 13:58:08 56.3 56.3 56.0 13:50:29 56.0 56.0 56.0 13:58:09 56.0 56.0 55.8 13:50:30 55.8 55.8 55.9 13:58:10 55.9 55.9 55.8 13:50:31 55.8 55.8 55.7 13:58:11 55.7 55.7 55.7 13:50:32 55.7 55.7 55.8 13:58:12 55.8 55.8 55.9 13:50:33 55.9 55.9 55.9 13:58:13 55.9 55.9 55.8 13:50:34 55.8 55.8 56.0 13:58:14 56.0 56.0 55.8 13:50:35 55.8 55.8 56.3 13:58:15 56.3 56.3 55.5 13:50:36 55.5 55.5 56.5 13:58:16 56.5 56.5 55.1 13:50:37 55.1 55.1 56.7 13:58:17 56.7 56.7 54.9 13:50:38 54.9 54.9 57.1 13:58:18 57.1 57.1 55.0 13:50:39 55.0 55.0 57.5 13:58:19 57.5 57.5 55.1 13:50:40 55.1 55.1 57.6 13:58:20 57.6 57.6 55.1 13:50:41 55.1 55.1 57.7 13:58:21 57.7 57.7 55.4 13:50:42 55.4 55.4 57.3 13:58:22 57.3 57.3 55.4 13:50:43 55.4 55.4 57.3 13:58:23 57.3 57.3 55.6 13:50:44 55.6 55.6 57.8 13:58:24 57.8 57.8 55.8 13:50:45 55.8 55.8 58.6 13:58:25 58.6 58.6 55.5 13:50:46 55.5 55.5 60.6 13:58:26 60.6 60.6 55.5 13:50:47 55.5 55.5 61.6 13:58:27 61.6 61.6 55.5 13:50:48 55.5 55.5 60.9 13:58:28 60.9 60.9 55.7 13:50:49 55.7 55.7 60.6 13:58:29 60.6 60.6 55.7 13:50:50 55.7 55.7 61.4 13:58:30 61.4 61.4 55.4 13:50:51 55.4 55.4 59.8 13:58:31 59.8 59.8 55.2 13:50:52 55.2 55.2 58.5 13:58:32 58.5 58.5 55.0 13:50:53 55.0 55.0 58.2 13:58:33 58.2 58.2 54.9 13:50:54 54.9 54.9 59.1 13:58:34 59.1 59.1 55.0 13:50:55 55.0 55.0 59.8 13:58:35 59.8 59.8 54.9 13:50:56 54.9 54.9 59.7 13:58:36 59.7 59.7 55.1 13:50:57 55.1 55.1 59.7 13:58:37 59.7 59.7 55.3 13:50:58 55.3 55.3 60.0 13:58:38 60.0 60.0 55.3 13:50:59 55.3 55.3 59.8 13:58:39 59.8 59.8 55.2 13:51:00 55.2 55.2 59.8 13:58:40 59.8 59.8 55.6 13:51:01 55.6 55.6 59.9 13:58:41 59.9 59.9 55.7 13:51:02 55.7 55.7 60.6 13:58:42 60.6 60.6 56.0 13:51:03 56.0 56.0 60.7 13:58:43 60.7 60.7 56.3 13:51:04 56.3 56.3 60.1 13:58:44 60.1 60.1 56.6 13:51:05 56.6 56.6 59.0 13:58:45 59.0 59.0 56.5 13:51:06 56.5 56.5 58.3 13:58:46 58.3 58.3 56.3 13:51:07 56.3 56.3 57.8 13:58:47 57.8 57.8 56.2 13:51:08 56.2 56.2 57.4 13:58:48 57.4 57.4 55.5 13:51:09 55.5 55.5 57.2 13:58:49 57.2 57.2 54.9 13:51:10 54.9 54.9 56.7 13:58:50 56.7 56.7 54.8 13:51:11 54.8 54.8 56.6 13:58:51 56.6 56.6 55.2 13:51:12 55.2 55.2 56.2 13:58:52 56.2 56.2 55.3 13:51:13 55.3 55.3 55.8 13:58:53 55.8 55.8 55.1 13:51:14 55.1 55.1 55.4 13:58:54 55.4 55.4 54.7 13:51:15 54.7 54.7 55.5 13:58:55 55.5 55.5 54.6 13:51:16 54.6 54.6 55.8 13:58:56 55.8 55.8 54.6 13:51:17 54.6 54.6 55.9 13:58:57 55.9 55.9 54.6 13:51:18 54.6 54.6 56.3 13:58:58 56.3 56.3 54.5 13:51:19 54.5 54.5 56.4 13:58:59 56.4 56.4 54.6 13:51:20 54.6 54.6 56.0 13:59:00 56.0 56.0 54.9 13:51:21 54.9 54.9 55.8 13:59:01 55.8 55.8 54.8 13:51:22 54.8 54.8 55.7 13:59:02 55.7 55.7 54.5 13:51:23 54.5 54.5 55.7 13:59:03 55.7 55.7 54.2 13:51:24 54.2 54.2 55.6 13:59:04 55.6 55.6 53.9 13:51:25 53.9 53.9 56.0 13:59:05 56.0 56.0 53.8 13:51:26 53.8 53.8 56.6 13:59:06 56.6 56.6 54.3 13:51:27 54.3 54.3 57.1 13:59:07 57.1 57.1 55.1 13:51:28 55.1 55.1 57.0 13:59:08 57.0 57.0 55.6 13:51:29 55.6 55.6 57.2 13:59:09 57.2 57.2 55.5 13:51:30 55.5 55.5 56.9 13:59:10 56.9 56.9 55.5 13:51:31 55.5 55.5 56.8 13:59:11 56.8 56.8 56.2 13:51:32 56.2 56.2 56.5 13:59:12 56.5 56.5 55.2 13:51:33 55.2 55.2 56.5 13:59:13 56.5 56.5 55.1 13:51:34 55.1 55.1 56.6 13:59:14 56.6 56.6 54.8 13:51:35 54.8 54.8 57.0 13:59:15 57.0 57.0 54.8 13:51:36 54.8 54.8 56.9 13:59:16 56.9 56.9 55.2 13:51:37 55.2 55.2 56.8 13:59:17 56.8 56.8 55.1 13:51:38 55.1 55.1 57.2 13:59:18 57.2 57.2 54.8 13:51:39 54.8 54.8 57.0 13:59:19 57.0 57.0 54.4 13:51:40 54.4 54.4 57.1 13:59:20 57.1 57.1 54.4 13:51:41 54.4 54.4 57.3 13:59:21 57.3 57.3 55.0 13:51:42 55.0 55.0 57.4 13:59:22 57.4 57.4 55.5 13:51:43 55.5 55.5 57.2 13:59:23 57.2 57.2 55.4 13:51:44 55.4 55.4 57.2 13:59:24 57.2 57.2 55.1 13:51:45 55.1 55.1 57.9 13:59:25 57.9 57.9 55.1 13:51:46 55.1 55.1 57.6 13:59:26 57.6 57.6 55.0 13:51:47 55.0 55.0 57.3 13:59:27 57.3 57.3 55.7 13:51:48 55.7 55.7 57.1 13:59:28 57.1 57.1 55.9 13:51:49 55.9 55.9 57.4 13:59:29 57.4 57.4 55.3 13:51:50 55.3 55.3 58.1 13:59:30 58.1 58.1 54.9 13:51:51 54.9 54.9 58.3 13:59:31 58.3 58.3 55.1 13:51:52 55.1 55.1 57.7 13:59:32 57.7 57.7 55.3 13:51:53 55.3 55.3 57.4 13:59:33 57.4 57.4 55.4 13:51:54 55.4 55.4 57.3 13:59:34 57.3 57.3 55.5 13:51:55 55.5 55.5 57.6 13:59:35 57.6 57.6 55.6 13:51:56 55.6 55.6 57.9 13:59:36 57.9 57.9 55.2 13:51:57 55.2 55.2 57.4 13:59:37 57.4 57.4 55.3 13:51:58 55.3 55.3 57.0 13:59:38 57.0 57.0 55.1 13:51:59 55.1 55.1 56.8 13:59:39 56.8 56.8 55.1 13:52:00 55.1 55.1 57.1 13:59:40 57.1 57.1 55.2 13:52:01 55.2 55.2 57.1 13:59:41 57.1 57.1 55.2 13:52:02 55.2 55.2 56.8 13:59:42 56.8 56.8 55.2 13:52:03 55.2 55.2 56.6 13:59:43 56.6 56.6 55.2 13:52:04 55.2 55.2 56.9 13:59:44 56.9 56.9 55.2 13:52:05 55.2 55.2 57.2 13:59:45 57.2 57.2 55.4 13:52:06 55.4 55.4 57.0 13:59:46 57.0 57.0 55.6 13:52:07 55.6 55.6 57.1 13:59:47 57.1 57.1 55.5 13:52:08 55.5 55.5 57.2 13:59:48 57.2 57.2 55.7 13:52:09 55.7 55.7 57.5 13:59:49 57.5 57.5 55.9 13:52:10 55.9 55.9 58.0 13:59:50 58.0 58.0 55.8 13:52:11 55.8 55.8 58.1 13:59:51 58.1 58.1 56.4 13:52:12 56.4 56.4 58.3 13:59:52 58.3 58.3 57.1 13:52:13 57.1 57.1 SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL Site N2 - At Western Edge of Site 'B'Site N1 - At Western Edge of Site 'A' 58.5 13:59:53 58.5 58.5 57.3 13:52:14 57.3 57.3 58.9 13:59:54 58.9 58.9 57.3 13:52:15 57.3 57.3 58.7 13:59:55 58.7 58.7 56.8 13:52:16 56.8 56.8 58.6 13:59:56 58.6 58.6 56.5 13:52:17 56.5 56.5 59.3 13:59:57 59.3 59.3 56.1 13:52:18 56.1 56.1 59.6 13:59:58 59.6 59.6 55.6 13:52:19 55.6 55.6 59.2 13:59:59 59.2 59.2 55.4 13:52:20 55.4 55.4 58.7 14:00:00 58.7 58.7 55.3 13:52:21 55.3 55.3 58.5 14:00:01 58.5 58.5 55.5 13:52:22 55.5 55.5 58.1 14:00:02 58.1 58.1 55.7 13:52:23 55.7 55.7 57.8 14:00:03 57.8 57.8 56.0 13:52:24 56.0 56.0 57.4 14:00:04 57.4 57.4 55.9 13:52:25 55.9 55.9 57.4 14:00:05 57.4 57.4 56.1 13:52:26 56.1 56.1 57.0 14:00:06 57.0 57.0 56.5 13:52:27 56.5 56.5 57.2 14:00:07 57.2 57.2 56.4 13:52:28 56.4 56.4 57.2 14:00:08 57.2 57.2 56.5 13:52:29 56.5 56.5 57.3 14:00:09 57.3 57.3 57.4 13:52:30 57.4 57.4 56.9 14:00:10 56.9 56.9 59.4 13:52:31 59.4 59.4 56.7 14:00:11 56.7 56.7 58.7 13:52:32 58.7 58.7 57.0 14:00:12 57.0 57.0 58.0 13:52:33 58.0 58.0 57.5 14:00:13 57.5 57.5 57.4 13:52:34 57.4 57.4 57.9 14:00:14 57.9 57.9 57.1 13:52:35 57.1 57.1 57.7 14:00:15 57.7 57.7 56.9 13:52:36 56.9 56.9 57.5 14:00:16 57.5 57.5 56.8 13:52:37 56.8 56.8 57.3 14:00:17 57.3 57.3 56.5 13:52:38 56.5 56.5 56.7 14:00:18 56.7 56.7 56.4 13:52:39 56.4 56.4 56.7 14:00:19 56.7 56.7 56.1 13:52:40 56.1 56.1 56.4 14:00:20 56.4 56.4 55.8 13:52:41 55.8 55.8 56.3 14:00:21 56.3 56.3 55.8 13:52:42 55.8 55.8 56.2 14:00:22 56.2 56.2 55.6 13:52:43 55.6 55.6 56.2 14:00:23 56.2 56.2 55.3 13:52:44 55.3 55.3 56.4 14:00:24 56.4 56.4 54.9 13:52:45 54.9 54.9 56.3 14:00:25 56.3 56.3 54.9 13:52:46 54.9 54.9 56.9 14:00:26 56.9 56.9 54.8 13:52:47 54.8 54.8 56.9 14:00:27 56.9 56.9 54.8 13:52:48 54.8 54.8 56.8 14:00:28 56.8 56.8 55.0 13:52:49 55.0 55.0 56.3 14:00:29 56.3 56.3 55.5 13:52:50 55.5 55.5 56.0 14:00:30 56.0 56.0 55.3 13:52:51 55.3 55.3 56.3 14:00:31 56.3 56.3 54.9 13:52:52 54.9 54.9 57.2 14:00:32 57.2 57.2 54.7 13:52:53 54.7 54.7 57.7 14:00:33 57.7 57.7 54.7 13:52:54 54.7 54.7 57.6 14:00:34 57.6 57.6 55.0 13:52:55 55.0 55.0 57.1 14:00:35 57.1 57.1 55.4 13:52:56 55.4 55.4 56.5 14:00:36 56.5 56.5 55.3 13:52:57 55.3 55.3 56.2 14:00:37 56.2 56.2 54.6 13:52:58 54.6 54.6 55.7 14:00:38 55.7 55.7 54.2 13:52:59 54.2 54.2 55.4 14:00:39 55.4 55.4 54.0 13:53:00 54.0 54.0 55.2 14:00:40 55.2 55.2 54.8 13:53:01 54.8 54.8 55.4 14:00:41 55.4 55.4 55.2 13:53:02 55.2 55.2 55.9 14:00:42 55.9 55.9 54.4 13:53:03 54.4 54.4 55.9 14:00:43 55.9 55.9 54.1 13:53:04 54.1 54.1 56.3 14:00:44 56.3 56.3 54.4 13:53:05 54.4 54.4 56.8 14:00:45 56.8 56.8 54.6 13:53:06 54.6 54.6 56.6 14:00:46 56.6 56.6 54.7 13:53:07 54.7 54.7 56.2 14:00:47 56.2 56.2 55.0 13:53:08 55.0 55.0 56.4 14:00:48 56.4 56.4 54.9 13:53:09 54.9 54.9 56.4 14:00:49 56.4 56.4 54.9 13:53:10 54.9 54.9 56.4 14:00:50 56.4 56.4 54.7 13:53:11 54.7 54.7 56.1 14:00:51 56.1 56.1 54.5 13:53:12 54.5 54.5 55.9 14:00:52 55.9 55.9 54.7 13:53:13 54.7 54.7 56.4 14:00:53 56.4 56.4 55.0 13:53:14 55.0 55.0 56.5 14:00:54 56.5 56.5 54.9 13:53:15 54.9 54.9 56.2 14:00:55 56.2 56.2 54.7 13:53:16 54.7 54.7 56.5 14:00:56 56.5 56.5 54.6 13:53:17 54.6 54.6 56.5 14:00:57 56.5 56.5 54.4 13:53:18 54.4 54.4 56.5 14:00:58 56.5 56.5 54.2 13:53:19 54.2 54.2 56.9 14:00:59 56.9 56.9 54.1 13:53:20 54.1 54.1 56.4 14:01:00 56.4 56.4 54.1 13:53:21 54.1 54.1 55.6 14:01:01 55.6 55.6 54.0 13:53:22 54.0 54.0 55.1 14:01:02 55.1 55.1 54.1 13:53:23 54.1 54.1 55.1 14:01:03 55.1 55.1 54.2 13:53:24 54.2 54.2 55.4 14:01:04 55.4 55.4 54.2 13:53:25 54.2 54.2 56.5 14:01:05 56.5 56.5 54.0 13:53:26 54.0 54.0 56.9 14:01:06 56.9 56.9 53.8 13:53:27 53.8 53.8 56.5 14:01:07 56.5 56.5 53.7 13:53:28 53.7 53.7 56.3 14:01:08 56.3 56.3 53.6 13:53:29 53.6 53.6 56.5 14:01:09 56.5 56.5 53.6 13:53:30 53.6 53.6 57.1 14:01:10 57.1 57.1 53.7 13:53:31 53.7 53.7 57.3 14:01:11 57.3 57.3 53.8 13:53:32 53.8 53.8 57.1 14:01:12 57.1 57.1 54.3 13:53:33 54.3 54.3 57.2 14:01:13 57.2 57.2 54.7 13:53:34 54.7 54.7 57.2 14:01:14 57.2 57.2 54.8 13:53:35 54.8 54.8 57.4 14:01:15 57.4 57.4 54.8 13:53:36 54.8 54.8 57.3 14:01:16 57.3 57.3 54.8 13:53:37 54.8 54.8 57.3 14:01:17 57.3 57.3 55.1 13:53:38 55.1 55.1 57.2 14:01:18 57.2 57.2 55.2 13:53:39 55.2 55.2 57.1 14:01:19 57.1 57.1 55.0 13:53:40 55.0 55.0 57.3 14:01:20 57.3 57.3 54.7 13:53:41 54.7 54.7 57.9 14:01:21 57.9 57.9 54.4 13:53:42 54.4 54.4 58.0 14:01:22 58.0 58.0 54.4 13:53:43 54.4 54.4 57.7 14:01:23 57.7 57.7 54.5 13:53:44 54.5 54.5 58.1 14:01:24 58.1 58.1 54.5 13:53:45 54.5 54.5 58.3 14:01:25 58.3 58.3 54.4 13:53:46 54.4 54.4 58.0 14:01:26 58.0 58.0 54.2 13:53:47 54.2 54.2 59.2 14:01:27 59.2 59.2 54.4 13:53:48 54.4 54.4 60.1 14:01:28 60.1 60.1 54.4 13:53:49 54.4 54.4 59.6 14:01:29 59.6 59.6 54.3 13:53:50 54.3 54.3 60.3 14:01:30 60.3 60.3 54.4 13:53:51 54.4 54.4 58.8 14:01:31 58.8 58.8 54.2 13:53:52 54.2 54.2 57.8 14:01:32 57.8 57.8 54.1 13:53:53 54.1 54.1 57.4 14:01:33 57.4 57.4 54.2 13:53:54 54.2 54.2 57.0 14:01:34 57.0 57.0 54.2 13:53:55 54.2 54.2 56.9 14:01:35 56.9 56.9 54.2 13:53:56 54.2 54.2 57.4 14:01:36 57.4 57.4 54.4 13:53:57 54.4 54.4 58.1 14:01:37 58.1 58.1 54.4 13:53:58 54.4 54.4 58.6 14:01:38 58.6 58.6 54.2 13:53:59 54.2 54.2 57.9 14:01:39 57.9 57.9 54.4 13:54:00 54.4 54.4 57.4 14:01:40 57.4 57.4 54.5 13:54:01 54.5 54.5 57.1 14:01:41 57.1 57.1 54.6 13:54:02 54.6 54.6 57.5 14:01:42 57.5 57.5 54.7 13:54:03 54.7 54.7 57.6 14:01:43 57.6 57.6 55.1 13:54:04 55.1 55.1 57.9 14:01:44 57.9 57.9 55.3 13:54:05 55.3 55.3 57.8 14:01:45 57.8 57.8 55.6 13:54:06 55.6 55.6 57.7 14:01:46 57.7 57.7 55.7 13:54:07 55.7 55.7 57.8 14:01:47 57.8 57.8 56.0 13:54:08 56.0 56.0 57.9 14:01:48 57.9 57.9 55.8 13:54:09 55.8 55.8 57.3 14:01:49 57.3 57.3 55.1 13:54:10 55.1 55.1 56.7 14:01:50 56.7 56.7 54.7 13:54:11 54.7 54.7 56.1 14:01:51 56.1 56.1 54.8 13:54:12 54.8 54.8 55.7 14:01:52 55.7 55.7 54.8 13:54:13 54.8 54.8 55.7 14:01:53 55.7 55.7 54.8 13:54:14 54.8 54.8 56.0 14:01:54 56.0 56.0 54.6 13:54:15 54.6 54.6 56.1 14:01:55 56.1 56.1 54.6 13:54:16 54.6 54.6 57.0 14:01:56 57.0 57.0 54.6 13:54:17 54.6 54.6 57.7 14:01:57 57.7 57.7 55.0 13:54:18 55.0 55.0 57.6 14:01:58 57.6 57.6 55.5 13:54:19 55.5 55.5 57.7 14:01:59 57.7 57.7 56.0 13:54:20 56.0 56.0 57.9 14:02:00 57.9 57.9 56.3 13:54:21 56.3 56.3 57.7 14:02:01 57.7 57.7 56.2 13:54:22 56.2 56.2 58.5 14:02:02 58.5 58.5 55.9 13:54:23 55.9 55.9 58.7 14:02:03 58.7 58.7 55.6 13:54:24 55.6 55.6 58.8 14:02:04 58.8 58.8 55.5 13:54:25 55.5 55.5 59.3 14:02:05 59.3 59.3 55.3 13:54:26 55.3 55.3 59.5 14:02:06 59.5 59.5 55.2 13:54:27 55.2 55.2 59.6 14:02:07 59.6 59.6 55.1 13:54:28 55.1 55.1 59.2 14:02:08 59.2 59.2 55.3 13:54:29 55.3 55.3 58.6 14:02:09 58.6 58.6 55.0 13:54:30 55.0 55.0 58.5 14:02:10 58.5 58.5 54.8 13:54:31 54.8 54.8 58.3 14:02:11 58.3 58.3 54.5 13:54:32 54.5 54.5 57.8 14:02:12 57.8 57.8 54.4 13:54:33 54.4 54.4 57.1 14:02:13 57.1 57.1 54.2 13:54:34 54.2 54.2 56.7 14:02:14 56.7 56.7 54.1 13:54:35 54.1 54.1 56.3 14:02:15 56.3 56.3 54.2 13:54:36 54.2 54.2 56.3 14:02:16 56.3 56.3 54.1 13:54:37 54.1 54.1 56.0 14:02:17 56.0 56.0 54.1 13:54:38 54.1 54.1 55.9 14:02:18 55.9 55.9 54.1 13:54:39 54.1 54.1 55.8 14:02:19 55.8 55.8 54.2 13:54:40 54.2 54.2 55.6 14:02:20 55.6 55.6 54.3 13:54:41 54.3 54.3 55.3 14:02:21 55.3 55.3 54.4 13:54:42 54.4 54.4 55.1 14:02:22 55.1 55.1 54.4 13:54:43 54.4 54.4 55.0 14:02:23 55.0 55.0 53.9 13:54:44 53.9 53.9 54.9 14:02:24 54.9 54.9 53.7 13:54:45 53.7 53.7 55.0 14:02:25 55.0 55.0 54.0 13:54:46 54.0 54.0 55.0 14:02:26 55.0 55.0 53.9 13:54:47 53.9 53.9 56.1 14:02:27 56.1 56.1 53.6 13:54:48 53.6 53.6 57.1 14:02:28 57.1 57.1 53.6 13:54:49 53.6 53.6 57.2 14:02:29 57.2 57.2 53.8 13:54:50 53.8 53.8 56.5 14:02:30 56.5 56.5 54.2 13:54:51 54.2 54.2 56.7 14:02:31 56.7 56.7 54.8 13:54:52 54.8 54.8 58.7 14:02:32 58.7 58.7 54.8 13:54:53 54.8 54.8 60.9 14:02:33 60.9 60.9 54.5 13:54:54 54.5 54.5 61.1 14:02:34 61.1 61.1 54.2 13:54:55 54.2 54.2 SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL Site N2 - At Western Edge of Site 'B'Site N1 - At Western Edge of Site 'A' 59.8 14:02:35 59.8 59.8 54.0 13:54:56 54.0 54.0 58.4 14:02:36 58.4 58.4 54.0 13:54:57 54.0 54.0 57.4 14:02:37 57.4 57.4 53.8 13:54:58 53.8 53.8 56.7 14:02:38 56.7 56.7 54.0 13:54:59 54.0 54.0 57.7 14:02:39 57.7 57.7 54.2 13:55:00 54.2 54.2 57.6 14:02:40 57.6 57.6 54.2 13:55:01 54.2 54.2 57.8 14:02:41 57.8 57.8 54.3 13:55:02 54.3 54.3 57.7 14:02:42 57.7 57.7 54.4 13:55:03 54.4 54.4 56.9 14:02:43 56.9 56.9 54.4 13:55:04 54.4 54.4 56.7 14:02:44 56.7 56.7 54.3 13:55:05 54.3 54.3 57.5 14:02:45 57.5 57.5 54.6 13:55:06 54.6 54.6 58.1 14:02:46 58.1 58.1 55.0 13:55:07 55.0 55.0 59.0 14:02:47 59.0 59.0 55.0 13:55:08 55.0 55.0 60.1 14:02:48 60.1 60.1 55.0 13:55:09 55.0 55.0 59.4 14:02:49 59.4 59.4 55.1 13:55:10 55.1 55.1 58.2 14:02:50 58.2 58.2 55.3 13:55:11 55.3 55.3 57.8 14:02:51 57.8 57.8 55.5 13:55:12 55.5 55.5 57.2 14:02:52 57.2 57.2 55.3 13:55:13 55.3 55.3 57.3 14:02:53 57.3 57.3 54.9 13:55:14 54.9 54.9 57.8 14:02:54 57.8 57.8 55.1 13:55:15 55.1 55.1 58.0 14:02:55 58.0 58.0 55.0 13:55:16 55.0 55.0 58.2 14:02:56 58.2 58.2 54.9 13:55:17 54.9 54.9 58.5 14:02:57 58.5 58.5 54.9 13:55:18 54.9 54.9 58.4 14:02:58 58.4 58.4 54.7 13:55:19 54.7 54.7 58.6 14:02:59 58.6 58.6 54.3 13:55:20 54.3 54.3 59.1 14:03:00 59.1 59.1 53.9 13:55:21 53.9 53.9 58.5 14:03:01 58.5 58.5 53.8 13:55:22 53.8 53.8 57.9 14:03:02 57.9 57.9 54.3 13:55:23 54.3 54.3 57.4 14:03:03 57.4 57.4 54.4 13:55:24 54.4 54.4 56.8 14:03:04 56.8 56.8 54.2 13:55:25 54.2 54.2 57.1 14:03:05 57.1 57.1 54.5 13:55:26 54.5 54.5 57.6 14:03:06 57.6 57.6 54.4 13:55:27 54.4 54.4 57.8 14:03:07 57.8 57.8 54.3 13:55:28 54.3 54.3 57.9 14:03:08 57.9 57.9 55.1 13:55:29 55.1 55.1 58.6 14:03:09 58.6 58.6 55.3 13:55:30 55.3 55.3 57.9 14:03:10 57.9 57.9 54.8 13:55:31 54.8 54.8 57.4 14:03:11 57.4 57.4 54.6 13:55:32 54.6 54.6 57.5 14:03:12 57.5 57.5 54.7 13:55:33 54.7 54.7 59.5 14:03:13 59.5 59.5 54.7 13:55:34 54.7 54.7 58.0 14:03:14 58.0 58.0 54.6 13:55:35 54.6 54.6 56.5 14:03:15 56.5 56.5 54.7 13:55:36 54.7 54.7 55.6 14:03:16 55.6 55.6 54.8 13:55:37 54.8 54.8 55.1 14:03:17 55.1 55.1 55.3 13:55:38 55.3 55.3 54.8 14:03:18 54.8 54.8 55.8 13:55:39 55.8 55.8 55.0 14:03:19 55.0 55.0 55.8 13:55:40 55.8 55.8 54.9 14:03:20 54.9 54.9 55.9 13:55:41 55.9 55.9 54.7 14:03:21 54.7 54.7 55.7 13:55:42 55.7 55.7 55.2 14:03:22 55.2 55.2 55.7 13:55:43 55.7 55.7 56.2 14:03:23 56.2 56.2 55.6 13:55:44 55.6 55.6 57.3 14:03:24 57.3 57.3 55.4 13:55:45 55.4 55.4 57.8 14:03:25 57.8 57.8 55.2 13:55:46 55.2 55.2 58.0 14:03:26 58.0 58.0 55.1 13:55:47 55.1 55.1 57.8 14:03:27 57.8 57.8 55.1 13:55:48 55.1 55.1 57.3 14:03:28 57.3 57.3 55.2 13:55:49 55.2 55.2 58.4 14:03:29 58.4 58.4 54.9 13:55:50 54.9 54.9 59.0 14:03:30 59.0 59.0 54.3 13:55:51 54.3 54.3 57.9 14:03:31 57.9 57.9 54.1 13:55:52 54.1 54.1 57.0 14:03:32 57.0 57.0 54.0 13:55:53 54.0 54.0 56.4 14:03:33 56.4 56.4 54.4 13:55:54 54.4 54.4 56.2 14:03:34 56.2 56.2 54.8 13:55:55 54.8 54.8 57.1 14:03:35 57.1 57.1 55.2 13:55:56 55.2 55.2 57.4 14:03:36 57.4 57.4 55.7 13:55:57 55.7 55.7 57.4 14:03:37 57.4 57.4 55.6 13:55:58 55.6 55.6 57.5 14:03:38 57.5 57.5 55.5 13:55:59 55.5 55.5 56.6 14:03:39 56.6 56.6 55.2 13:56:00 55.2 55.2 56.2 14:03:40 56.2 56.2 55.1 13:56:01 55.1 55.1 56.3 14:03:41 56.3 56.3 55.1 13:56:02 55.1 55.1 56.5 14:03:42 56.5 56.5 55.4 13:56:03 55.4 55.4 56.8 14:03:43 56.8 56.8 55.2 13:56:04 55.2 55.2 56.8 14:03:44 56.8 56.8 54.9 13:56:05 54.9 54.9 56.5 14:03:45 56.5 56.5 54.8 13:56:06 54.8 54.8 56.3 14:03:46 56.3 56.3 54.7 13:56:07 54.7 54.7 56.4 14:03:47 56.4 56.4 54.9 13:56:08 54.9 54.9 57.2 14:03:48 57.2 57.2 54.7 13:56:09 54.7 54.7 57.2 14:03:49 57.2 57.2 54.1 13:56:10 54.1 54.1 58.0 14:03:50 58.0 58.0 53.9 13:56:11 53.9 53.9 58.3 14:03:51 58.3 58.3 54.1 13:56:12 54.1 54.1 61.0 14:03:52 61.0 61.0 54.4 13:56:13 54.4 54.4 62.9 14:03:53 62.9 62.9 54.3 13:56:14 54.3 54.3 61.5 14:03:54 61.5 61.5 55.1 13:56:15 55.1 55.1 59.8 14:03:55 59.8 59.8 55.8 13:56:16 55.8 55.8 58.8 14:03:56 58.8 58.8 55.2 13:56:17 55.2 55.2 58.8 14:03:57 58.8 58.8 54.8 13:56:18 54.8 54.8 58.9 14:03:58 58.9 58.9 55.5 13:56:19 55.5 55.5 58.5 14:03:59 58.5 58.5 54.8 13:56:20 54.8 54.8 57.8 14:04:00 57.8 57.8 54.7 13:56:21 54.7 54.7 57.3 14:04:01 57.3 57.3 54.1 13:56:22 54.1 54.1 57.1 14:04:02 57.1 57.1 54.0 13:56:23 54.0 54.0 56.9 14:04:03 56.9 56.9 54.2 13:56:24 54.2 54.2 56.4 14:04:04 56.4 56.4 54.4 13:56:25 54.4 54.4 55.7 14:04:05 55.7 55.7 54.3 13:56:26 54.3 54.3 55.5 14:04:06 55.5 55.5 54.1 13:56:27 54.1 54.1 55.6 14:04:07 55.6 55.6 53.9 13:56:28 53.9 53.9 55.4 14:04:08 55.4 55.4 54.1 13:56:29 54.1 54.1 55.1 14:04:09 55.1 55.1 54.2 13:56:30 54.2 54.2 55.1 14:04:10 55.1 55.1 54.1 13:56:31 54.1 54.1 55.6 14:04:11 55.6 55.6 54.0 13:56:32 54.0 54.0 56.0 14:04:12 56.0 56.0 54.4 13:56:33 54.4 54.4 56.3 14:04:13 56.3 56.3 54.5 13:56:34 54.5 54.5 56.4 14:04:14 56.4 56.4 54.6 13:56:35 54.6 54.6 56.1 14:04:15 56.1 56.1 54.5 13:56:36 54.5 54.5 56.1 14:04:16 56.1 56.1 54.3 13:56:37 54.3 54.3 56.1 14:04:17 56.1 56.1 54.2 13:56:38 54.2 54.2 56.3 14:04:18 56.3 56.3 53.9 13:56:39 53.9 53.9 57.9 14:04:19 57.9 57.9 53.7 13:56:40 53.7 53.7 57.8 14:04:20 57.8 57.8 53.7 13:56:41 53.7 53.7 57.2 14:04:21 57.2 57.2 53.5 13:56:42 53.5 53.5 57.2 14:04:22 57.2 57.2 53.5 13:56:43 53.5 53.5 57.5 14:04:23 57.5 57.5 53.6 13:56:44 53.6 53.6 59.1 14:04:24 59.1 59.1 53.7 13:56:45 53.7 53.7 58.8 14:04:25 58.8 58.8 53.6 13:56:46 53.6 53.6 58.4 14:04:26 58.4 58.4 53.8 13:56:47 53.8 53.8 58.5 14:04:27 58.5 58.5 54.2 13:56:48 54.2 54.2 58.5 14:04:28 58.5 58.5 54.7 13:56:49 54.7 54.7 58.5 14:04:29 58.5 58.5 55.1 13:56:50 55.1 55.1 58.9 14:04:30 58.9 58.9 54.9 13:56:51 54.9 54.9 59.5 14:04:31 59.5 59.5 54.7 13:56:52 54.7 54.7 59.8 14:04:32 59.8 59.8 54.4 13:56:53 54.4 54.4 60.0 14:04:33 60.0 60.0 54.6 13:56:54 54.6 54.6 59.8 14:04:34 59.8 59.8 55.0 13:56:55 55.0 55.0 60.7 14:04:35 60.7 60.7 55.5 13:56:56 55.5 55.5 61.2 14:04:36 61.2 61.2 55.7 13:56:57 55.7 55.7 61.0 14:04:37 61.0 61.0 55.9 13:56:58 55.9 55.9 59.9 14:04:38 59.9 59.9 55.9 13:56:59 55.9 55.9 58.8 14:04:39 58.8 58.8 55.7 13:57:00 55.7 55.7 57.7 14:04:40 57.7 57.7 55.5 13:57:01 55.5 55.5 56.8 14:04:41 56.8 56.8 55.3 13:57:02 55.3 55.3 56.6 14:04:42 56.6 56.6 55.4 13:57:03 55.4 55.4 56.6 14:04:43 56.6 56.6 55.3 13:57:04 55.3 55.3 57.1 14:04:44 57.1 57.1 54.8 13:57:05 54.8 54.8 57.4 14:04:45 57.4 57.4 54.6 13:57:06 54.6 54.6 57.1 14:04:46 57.1 57.1 54.8 13:57:07 54.8 54.8 56.5 14:04:47 56.5 56.5 54.5 13:57:08 54.5 54.5 55.9 14:04:48 55.9 55.9 54.2 13:57:09 54.2 54.2 55.8 14:04:49 55.8 55.8 54.2 13:57:10 54.2 54.2 55.7 14:04:50 55.7 55.7 54.2 13:57:11 54.2 54.2 55.9 14:04:51 55.9 55.9 54.2 13:57:12 54.2 54.2 55.8 14:04:52 55.8 55.8 53.9 13:57:13 53.9 53.9 56.0 14:04:53 56.0 56.0 53.7 13:57:14 53.7 53.7 56.0 14:04:54 56.0 56.0 53.8 13:57:15 53.8 53.8 55.7 14:04:55 55.7 55.7 54.4 13:57:16 54.4 54.4 55.8 14:04:56 55.8 55.8 54.4 13:57:17 54.4 54.4 55.4 14:04:57 55.4 55.4 54.4 13:57:18 54.4 54.4 55.3 14:04:58 55.3 55.3 54.4 13:57:19 54.4 54.4 55.1 14:04:59 55.1 55.1 54.1 13:57:20 54.1 54.1 55.0 14:05:00 55.0 55.0 53.6 13:57:21 53.6 53.6 54.8 14:05:01 54.8 54.8 53.4 13:57:22 53.4 53.4 54.6 14:05:02 54.6 54.6 53.3 13:57:23 53.3 53.3 54.7 14:05:03 54.7 54.7 53.4 13:57:24 53.4 53.4 55.0 14:05:04 55.0 55.0 53.4 13:57:25 53.4 53.4 54.8 14:05:05 54.8 54.8 53.4 13:57:26 53.4 53.4 54.7 14:05:06 54.7 54.7 53.3 13:57:27 53.3 53.3 54.6 14:05:07 54.6 54.6 53.2 13:57:28 53.2 53.2 54.8 14:05:08 54.8 54.8 53.1 13:57:29 53.1 53.1 55.1 14:05:09 55.1 55.1 53.0 13:57:30 53.0 53.0 55.3 14:05:10 55.3 55.3 53.1 13:57:31 53.1 53.1 55.6 14:05:11 55.6 55.6 53.2 13:57:32 53.2 53.2 55.6 14:05:12 55.6 55.6 53.2 13:57:33 53.2 53.2 55.3 14:05:13 55.3 55.3 53.1 13:57:34 53.1 53.1 55.3 14:05:14 55.3 55.3 53.1 13:57:35 53.1 53.1 55.5 14:05:15 55.5 55.5 53.3 13:57:36 53.3 53.3 55.7 14:05:16 55.7 55.7 53.2 13:57:37 53.2 53.2 SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL Site N2 - At Western Edge of Site 'B'Site N1 - At Western Edge of Site 'A' 55.7 14:05:17 55.7 55.7 53.0 13:57:38 53.0 53.0 55.4 14:05:18 55.4 55.4 53.3 13:57:39 53.3 53.3 55.2 14:05:19 55.2 55.2 53.4 13:57:40 53.4 53.4 55.1 14:05:20 55.1 55.1 53.5 13:57:41 53.5 53.5 55.2 14:05:21 55.2 55.2 53.5 13:57:42 53.5 53.5 55.4 14:05:22 55.4 55.4 53.2 13:57:43 53.2 53.2 55.5 14:05:23 55.5 55.5 53.0 13:57:44 53.0 53.0 55.5 14:05:24 55.5 55.5 53.1 13:57:45 53.1 53.1 56.0 14:05:25 56.0 56.0 53.0 13:57:46 53.0 53.0 55.9 14:05:26 55.9 55.9 53.0 13:57:47 53.0 53.0 56.3 14:05:27 56.3 56.3 53.2 13:57:48 53.2 53.2 56.7 14:05:28 56.7 56.7 53.2 13:57:49 53.2 53.2 57.0 14:05:29 57.0 57.0 52.9 13:57:50 52.9 52.9 57.4 14:05:30 57.4 57.4 52.8 13:57:51 52.8 52.8 57.7 14:05:31 57.7 57.7 52.7 13:57:52 52.7 52.7 57.7 14:05:32 57.7 57.7 52.6 13:57:53 52.6 52.6 57.8 14:05:33 57.8 57.8 52.6 13:57:54 52.6 52.6 57.4 14:05:34 57.4 57.4 52.7 13:57:55 52.7 52.7 56.8 14:05:35 56.8 56.8 52.9 13:57:56 52.9 52.9 56.1 14:05:36 56.1 56.1 52.8 13:57:57 52.8 52.8 56.0 14:05:37 56.0 56.0 52.8 13:57:58 52.8 52.8 56.2 14:05:38 56.2 56.2 52.8 13:57:59 52.8 52.8 56.6 14:05:39 56.6 56.6 53.0 13:58:00 53.0 53.0 56.8 14:05:40 56.8 56.8 53.0 13:58:01 53.0 53.0 57.0 14:05:41 57.0 57.0 53.1 13:58:02 53.1 53.1 56.8 14:05:42 56.8 56.8 53.1 13:58:03 53.1 53.1 56.9 14:05:43 56.9 56.9 53.0 13:58:04 53.0 53.0 57.0 14:05:44 57.0 57.0 53.2 13:58:05 53.2 53.2 57.8 14:05:45 57.8 57.8 53.3 13:58:06 53.3 53.3 58.0 14:05:46 58.0 58.0 53.4 13:58:07 53.4 53.4 58.0 14:05:47 58.0 58.0 53.9 13:58:08 53.9 53.9 57.6 14:05:48 57.6 57.6 54.2 13:58:09 54.2 54.2 57.0 14:05:49 57.0 57.0 54.3 13:58:10 54.3 54.3 56.5 14:05:50 56.5 56.5 54.5 13:58:11 54.5 54.5 56.2 14:05:51 56.2 56.2 54.6 13:58:12 54.6 54.6 56.2 14:05:52 56.2 56.2 54.7 13:58:13 54.7 54.7 56.4 14:05:53 56.4 56.4 54.5 13:58:14 54.5 54.5 58.2 14:05:54 58.2 58.2 54.3 13:58:15 54.3 54.3 60.0 14:05:55 60.0 60.0 54.0 13:58:16 54.0 54.0 59.6 14:05:56 59.6 59.6 54.2 13:58:17 54.2 54.2 57.7 14:05:57 57.7 57.7 54.3 13:58:18 54.3 54.3 56.3 14:05:58 56.3 56.3 54.6 13:58:19 54.6 54.6 55.6 14:05:59 55.6 55.6 54.5 13:58:20 54.5 54.5 55.3 14:06:00 55.3 55.3 54.5 13:58:21 54.5 54.5 54.9 14:06:01 54.9 54.9 54.9 13:58:22 54.9 54.9 54.9 14:06:02 54.9 54.9 55.3 13:58:23 55.3 55.3 55.0 14:06:03 55.0 55.0 55.4 13:58:24 55.4 55.4 55.2 14:06:04 55.2 55.2 55.8 13:58:25 55.8 55.8 55.4 14:06:05 55.4 55.4 55.8 13:58:26 55.8 55.8 55.5 14:06:06 55.5 55.5 55.3 13:58:27 55.3 55.3 55.3 14:06:07 55.3 55.3 55.0 13:58:28 55.0 55.0 55.3 14:06:08 55.3 55.3 55.0 13:58:29 55.0 55.0 55.5 14:06:09 55.5 55.5 55.1 13:58:30 55.1 55.1 55.4 14:06:10 55.4 55.4 55.2 13:58:31 55.2 55.2 55.5 14:06:11 55.5 55.5 55.3 13:58:32 55.3 55.3 55.5 14:06:12 55.5 55.5 55.5 13:58:33 55.5 55.5 55.5 14:06:13 55.5 55.5 55.9 13:58:34 55.9 55.9 55.5 14:06:14 55.5 55.5 56.3 13:58:35 56.3 56.3 55.3 14:06:15 55.3 55.3 55.9 13:58:36 55.9 55.9 55.5 14:06:16 55.5 55.5 55.7 13:58:37 55.7 55.7 56.0 14:06:17 56.0 56.0 55.9 13:58:38 55.9 55.9 56.2 14:06:18 56.2 56.2 55.8 13:58:39 55.8 55.8 56.3 14:06:19 56.3 56.3 55.7 13:58:40 55.7 55.7 57.0 14:06:20 57.0 57.0 55.8 13:58:41 55.8 55.8 56.7 14:06:21 56.7 56.7 55.9 13:58:42 55.9 55.9 57.5 14:06:22 57.5 57.5 55.7 13:58:43 55.7 55.7 57.3 14:06:23 57.3 57.3 55.8 13:58:44 55.8 55.8 56.8 14:06:24 56.8 56.8 55.9 13:58:45 55.9 55.9 56.6 14:06:25 56.6 56.6 56.5 13:58:46 56.5 56.5 56.6 14:06:26 56.6 56.6 56.7 13:58:47 56.7 56.7 57.2 14:06:27 57.2 57.2 56.1 13:58:48 56.1 56.1 56.8 14:06:28 56.8 56.8 55.3 13:58:49 55.3 55.3 56.4 14:06:29 56.4 56.4 54.7 13:58:50 54.7 54.7 56.0 14:06:30 56.0 56.0 54.5 13:58:51 54.5 54.5 55.7 14:06:31 55.7 55.7 54.5 13:58:52 54.5 54.5 55.7 14:06:32 55.7 55.7 54.6 13:58:53 54.6 54.6 56.0 14:06:33 56.0 56.0 54.7 13:58:54 54.7 54.7 56.2 14:06:34 56.2 56.2 54.8 13:58:55 54.8 54.8 57.0 14:06:35 57.0 57.0 54.9 13:58:56 54.9 54.9 56.9 14:06:36 56.9 56.9 54.9 13:58:57 54.9 54.9 56.4 14:06:37 56.4 56.4 55.1 13:58:58 55.1 55.1 56.2 14:06:38 56.2 56.2 55.6 13:58:59 55.6 55.6 56.1 14:06:39 56.1 56.1 55.6 13:59:00 55.6 55.6 56.2 14:06:40 56.2 56.2 55.9 13:59:01 55.9 55.9 56.3 14:06:41 56.3 56.3 56.4 13:59:02 56.4 56.4 56.3 14:06:42 56.3 56.3 57.2 13:59:03 57.2 57.2 55.8 14:06:43 55.8 55.8 57.7 13:59:04 57.7 57.7 55.7 14:06:44 55.7 55.7 58.2 13:59:05 58.2 58.2 55.7 14:06:45 55.7 55.7 58.1 13:59:06 58.1 58.1 56.3 14:06:46 56.3 56.3 58.0 13:59:07 58.0 58.0 56.4 14:06:47 56.4 56.4 58.0 13:59:08 58.0 58.0 55.9 14:06:48 55.9 55.9 57.4 13:59:09 57.4 57.4 55.6 14:06:49 55.6 55.6 56.7 13:59:10 56.7 56.7 55.8 14:06:50 55.8 55.8 56.7 13:59:11 56.7 56.7 56.0 14:06:51 56.0 56.0 56.7 13:59:12 56.7 56.7 56.4 14:06:52 56.4 56.4 56.5 13:59:13 56.5 56.5 56.1 14:06:53 56.1 56.1 56.3 13:59:14 56.3 56.3 55.8 14:06:54 55.8 55.8 56.5 13:59:15 56.5 56.5 55.7 14:06:55 55.7 55.7 56.9 13:59:16 56.9 56.9 55.5 14:06:56 55.5 55.5 56.7 13:59:17 56.7 56.7 55.6 14:06:57 55.6 55.6 56.3 13:59:18 56.3 56.3 55.7 14:06:58 55.7 55.7 56.0 13:59:19 56.0 56.0 55.6 14:06:59 55.6 55.6 56.1 13:59:20 56.1 56.1 55.6 14:07:00 55.6 55.6 56.2 13:59:21 56.2 56.2 55.2 14:07:01 55.2 55.2 56.3 13:59:22 56.3 56.3 55.3 14:07:02 55.3 55.3 56.4 13:59:23 56.4 56.4 55.7 14:07:03 55.7 55.7 56.9 13:59:24 56.9 56.9 56.0 14:07:04 56.0 56.0 57.2 13:59:25 57.2 57.2 55.9 14:07:05 55.9 55.9 57.2 13:59:26 57.2 57.2 55.8 14:07:06 55.8 55.8 57.2 13:59:27 57.2 57.2 55.9 14:07:07 55.9 55.9 57.1 13:59:28 57.1 57.1 55.9 14:07:08 55.9 55.9 57.2 13:59:29 57.2 57.2 55.7 14:07:09 55.7 55.7 57.6 13:59:30 57.6 57.6 55.3 14:07:10 55.3 55.3 58.2 13:59:31 58.2 58.2 54.9 14:07:11 54.9 54.9 58.7 13:59:32 58.7 58.7 55.1 14:07:12 55.1 55.1 58.6 13:59:33 58.6 58.6 55.6 14:07:13 55.6 55.6 58.4 13:59:34 58.4 58.4 55.8 14:07:14 55.8 55.8 59.5 13:59:35 59.5 59.5 55.5 14:07:15 55.5 55.5 60.7 13:59:36 60.7 60.7 55.6 14:07:16 55.6 55.6 59.8 13:59:37 59.8 59.8 55.8 14:07:17 55.8 55.8 58.9 13:59:38 58.9 58.9 55.9 14:07:18 55.9 55.9 58.2 13:59:39 58.2 58.2 55.6 14:07:19 55.6 55.6 57.3 13:59:40 57.3 57.3 55.7 14:07:20 55.7 55.7 56.4 13:59:41 56.4 56.4 55.9 14:07:21 55.9 55.9 56.0 13:59:42 56.0 56.0 56.1 14:07:22 56.1 56.1 55.9 13:59:43 55.9 55.9 56.8 14:07:23 56.8 56.8 55.8 13:59:44 55.8 55.8 56.4 14:07:24 56.4 56.4 55.8 13:59:45 55.8 55.8 56.1 14:07:25 56.1 56.1 56.3 13:59:46 56.3 56.3 56.2 14:07:26 56.2 56.2 56.8 13:59:47 56.8 56.8 56.2 14:07:27 56.2 56.2 56.8 13:59:48 56.8 56.8 56.1 14:07:28 56.1 56.1 56.5 13:59:49 56.5 56.5 55.9 14:07:29 55.9 55.9 56.2 13:59:50 56.2 56.2 56.0 14:07:30 56.0 56.0 56.0 13:59:51 56.0 56.0 55.8 14:07:31 55.8 55.8 56.0 13:59:52 56.0 56.0 55.6 14:07:32 55.6 55.6 56.1 13:59:53 56.1 56.1 55.6 14:07:33 55.6 55.6 56.4 13:59:54 56.4 56.4 55.7 14:07:34 55.7 55.7 56.6 13:59:55 56.6 56.6 55.7 14:07:35 55.7 55.7 56.7 13:59:56 56.7 56.7 56.4 14:07:36 56.4 56.4 56.5 13:59:57 56.5 56.5 56.5 14:07:37 56.5 56.5 56.3 13:59:58 56.3 56.3 56.5 14:07:38 56.5 56.5 56.3 13:59:59 56.3 56.3 55.9 14:07:39 55.9 55.9 56.5 14:00:00 56.5 56.5 55.5 14:07:40 55.5 55.5 56.4 14:00:01 56.4 56.4 55.1 14:07:41 55.1 55.1 56.1 14:00:02 56.1 56.1 55.3 14:07:42 55.3 55.3 55.9 14:00:03 55.9 55.9 56.9 14:07:43 56.9 56.9 55.9 14:00:04 55.9 55.9 57.0 14:07:44 57.0 57.0 56.7 14:00:05 56.7 56.7 57.1 14:07:45 57.1 57.1 56.7 14:00:06 56.7 56.7 57.0 14:07:46 57.0 57.0 56.6 14:00:07 56.6 56.6 56.0 14:07:47 56.0 56.0 56.5 14:00:08 56.5 56.5 55.7 14:07:48 55.7 55.7 56.7 14:00:09 56.7 56.7 56.4 14:07:49 56.4 56.4 56.6 14:00:10 56.6 56.6 56.9 14:07:50 56.9 56.9 56.4 14:00:11 56.4 56.4 57.4 14:07:51 57.4 57.4 56.4 14:00:12 56.4 56.4 57.2 14:07:52 57.2 57.2 56.7 14:00:13 56.7 56.7 56.6 14:07:53 56.6 56.6 56.8 14:00:14 56.8 56.8 56.6 14:07:54 56.6 56.6 56.3 14:00:15 56.3 56.3 56.4 14:07:55 56.4 56.4 56.0 14:00:16 56.0 56.0 56.2 14:07:56 56.2 56.2 56.1 14:00:17 56.1 56.1 55.9 14:07:57 55.9 55.9 56.2 14:00:18 56.2 56.2 55.3 14:07:58 55.3 55.3 56.1 14:00:19 56.1 56.1 SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL Site N2 - At Western Edge of Site 'B'Site N1 - At Western Edge of Site 'A' 55.1 14:07:59 55.1 55.1 56.6 14:00:20 56.6 56.6 54.8 14:08:00 54.8 54.8 57.5 14:00:21 57.5 57.5 54.5 14:08:01 54.5 54.5 57.9 14:00:22 57.9 57.9 54.3 14:08:02 54.3 54.3 58.3 14:00:23 58.3 58.3 54.4 14:08:03 54.4 54.4 58.6 14:00:24 58.6 58.6 55.2 14:08:04 55.2 55.2 58.2 14:00:25 58.2 58.2 55.4 14:08:05 55.4 55.4 57.5 14:00:26 57.5 57.5 55.3 14:08:06 55.3 55.3 57.2 14:00:27 57.2 57.2 55.4 14:08:07 55.4 55.4 57.0 14:00:28 57.0 57.0 55.5 14:08:08 55.5 55.5 56.4 14:00:29 56.4 56.4 55.5 14:08:09 55.5 55.5 55.9 14:00:30 55.9 55.9 55.2 14:08:10 55.2 55.2 55.7 14:00:31 55.7 55.7 54.8 14:08:11 54.8 54.8 55.5 14:00:32 55.5 55.5 54.6 14:08:12 54.6 54.6 55.2 14:00:33 55.2 55.2 54.8 14:08:13 54.8 54.8 55.6 14:00:34 55.6 55.6 54.8 14:08:14 54.8 54.8 55.9 14:00:35 55.9 55.9 54.9 14:08:15 54.9 54.9 55.9 14:00:36 55.9 55.9 55.0 14:08:16 55.0 55.0 55.6 14:00:37 55.6 55.6 55.3 14:08:17 55.3 55.3 55.5 14:00:38 55.5 55.5 55.6 14:08:18 55.6 55.6 55.7 14:00:39 55.7 55.7 55.3 14:08:19 55.3 55.3 55.9 14:00:40 55.9 55.9 55.1 14:08:20 55.1 55.1 55.9 14:00:41 55.9 55.9 55.1 14:08:21 55.1 55.1 56.2 14:00:42 56.2 56.2 55.5 14:08:22 55.5 55.5 56.8 14:00:43 56.8 56.8 55.7 14:08:23 55.7 55.7 56.8 14:00:44 56.8 56.8 55.8 14:08:24 55.8 55.8 56.3 14:00:45 56.3 56.3 55.6 14:08:25 55.6 55.6 55.6 14:00:46 55.6 55.6 55.6 14:08:26 55.6 55.6 55.4 14:00:47 55.4 55.4 55.5 14:08:27 55.5 55.5 55.7 14:00:48 55.7 55.7 55.5 14:08:28 55.5 55.5 55.7 14:00:49 55.7 55.7 55.2 14:08:29 55.2 55.2 55.6 14:00:50 55.6 55.6 54.7 14:08:30 54.7 54.7 55.4 14:00:51 55.4 55.4 54.3 14:08:31 54.3 54.3 55.5 14:00:52 55.5 55.5 55.0 14:08:32 55.0 55.0 55.1 14:00:53 55.1 55.1 54.8 14:08:33 54.8 54.8 54.6 14:00:54 54.6 54.6 55.5 14:08:34 55.5 55.5 54.0 14:00:55 54.0 54.0 55.8 14:08:35 55.8 55.8 53.7 14:00:56 53.7 53.7 55.5 14:08:36 55.5 55.5 53.5 14:00:57 53.5 53.5 55.5 14:08:37 55.5 55.5 53.6 14:00:58 53.6 53.6 55.9 14:08:38 55.9 55.9 53.6 14:00:59 53.6 53.6 56.3 14:08:39 56.3 56.3 53.4 14:01:00 53.4 53.4 57.0 14:08:40 57.0 57.0 53.4 14:01:01 53.4 53.4 57.3 14:08:41 57.3 57.3 53.7 14:01:02 53.7 53.7 56.8 14:08:42 56.8 56.8 54.1 14:01:03 54.1 54.1 56.4 14:08:43 56.4 56.4 54.1 14:01:04 54.1 54.1 56.1 14:08:44 56.1 56.1 53.9 14:01:05 53.9 53.9 55.7 14:08:45 55.7 55.7 54.2 14:01:06 54.2 54.2 55.6 14:08:46 55.6 55.6 54.6 14:01:07 54.6 54.6 55.6 14:08:47 55.6 55.6 54.6 14:01:08 54.6 54.6 55.7 14:08:48 55.7 55.7 54.1 14:01:09 54.1 54.1 55.7 14:08:49 55.7 55.7 54.0 14:01:10 54.0 54.0 55.9 14:08:50 55.9 55.9 54.0 14:01:11 54.0 54.0 56.9 14:08:51 56.9 56.9 54.0 14:01:12 54.0 54.0 57.1 14:08:52 57.1 57.1 54.2 14:01:13 54.2 54.2 57.7 14:08:53 57.7 57.7 54.3 14:01:14 54.3 54.3 58.1 14:08:54 58.1 58.1 54.1 14:01:15 54.1 54.1 58.1 14:08:55 58.1 58.1 54.7 14:01:16 54.7 54.7 57.9 14:08:56 57.9 57.9 54.9 14:01:17 54.9 54.9 58.1 14:08:57 58.1 58.1 54.6 14:01:18 54.6 54.6 58.0 14:08:58 58.0 58.0 54.7 14:01:19 54.7 54.7 58.0 14:08:59 58.0 58.0 54.9 14:01:20 54.9 54.9 58.2 14:09:00 58.2 58.2 55.1 14:01:21 55.1 55.1 58.4 14:09:01 58.4 58.4 56.0 14:01:22 56.0 56.0 57.8 14:09:02 57.8 57.8 56.3 14:01:23 56.3 56.3 57.6 14:09:03 57.6 57.6 55.9 14:01:24 55.9 55.9 56.7 14:09:04 56.7 56.7 55.7 14:01:25 55.7 55.7 56.2 14:09:05 56.2 56.2 55.0 14:01:26 55.0 55.0 56.2 14:09:06 56.2 56.2 54.7 14:01:27 54.7 54.7 56.4 14:09:07 56.4 56.4 54.5 14:01:28 54.5 54.5 56.4 14:09:08 56.4 56.4 54.8 14:01:29 54.8 54.8 56.5 14:09:09 56.5 56.5 55.0 14:01:30 55.0 55.0 56.7 14:09:10 56.7 56.7 55.3 14:01:31 55.3 55.3 56.9 14:09:11 56.9 56.9 55.8 14:01:32 55.8 55.8 56.5 14:09:12 56.5 56.5 55.7 14:01:33 55.7 55.7 56.3 14:09:13 56.3 56.3 55.6 14:01:34 55.6 55.6 56.4 14:09:14 56.4 56.4 55.5 14:01:35 55.5 55.5 56.9 14:09:15 56.9 56.9 55.4 14:01:36 55.4 55.4 56.8 14:09:16 56.8 56.8 55.3 14:01:37 55.3 55.3 56.1 14:09:17 56.1 56.1 55.3 14:01:38 55.3 55.3 55.6 14:09:18 55.6 55.6 55.2 14:01:39 55.2 55.2 55.6 14:09:19 55.6 55.6 54.9 14:01:40 54.9 54.9 55.6 14:09:20 55.6 55.6 54.6 14:01:41 54.6 54.6 56.8 14:09:21 56.8 56.8 54.2 14:01:42 54.2 54.2 57.9 14:09:22 57.9 57.9 53.9 14:01:43 53.9 53.9 58.3 14:09:23 58.3 58.3 53.9 14:01:44 53.9 53.9 58.1 14:09:24 58.1 58.1 54.1 14:01:45 54.1 54.1 58.1 14:09:25 58.1 58.1 54.3 14:01:46 54.3 54.3 57.9 14:09:26 57.9 57.9 55.9 14:01:47 55.9 55.9 57.6 14:09:27 57.6 57.6 57.8 14:01:48 57.8 57.8 57.5 14:09:28 57.5 57.5 57.7 14:01:49 57.7 57.7 57.5 14:09:29 57.5 57.5 56.8 14:01:50 56.8 56.8 57.9 14:09:30 57.9 57.9 56.9 14:01:51 56.9 56.9 57.9 14:09:31 57.9 57.9 56.0 14:01:52 56.0 56.0 58.8 14:09:32 58.8 58.8 55.6 14:01:53 55.6 55.6 58.9 14:09:33 58.9 58.9 55.3 14:01:54 55.3 55.3 58.4 14:09:34 58.4 58.4 55.2 14:01:55 55.2 55.2 57.9 14:09:35 57.9 57.9 54.9 14:01:56 54.9 54.9 57.7 14:09:36 57.7 57.7 55.1 14:01:57 55.1 55.1 57.5 14:09:37 57.5 57.5 54.8 14:01:58 54.8 54.8 57.4 14:09:38 57.4 57.4 55.2 14:01:59 55.2 55.2 57.4 14:09:39 57.4 57.4 55.7 14:02:00 55.7 55.7 57.8 14:09:40 57.8 57.8 55.8 14:02:01 55.8 55.8 58.2 14:09:41 58.2 58.2 55.7 14:02:02 55.7 55.7 58.3 14:09:42 58.3 58.3 55.7 14:02:03 55.7 55.7 58.5 14:09:43 58.5 58.5 55.8 14:02:04 55.8 55.8 58.6 14:09:44 58.6 58.6 56.2 14:02:05 56.2 56.2 58.8 14:09:45 58.8 58.8 56.3 14:02:06 56.3 56.3 59.2 14:09:46 59.2 59.2 56.1 14:02:07 56.1 56.1 59.8 14:09:47 59.8 59.8 55.6 14:02:08 55.6 55.6 59.9 14:09:48 59.9 59.9 55.1 14:02:09 55.1 55.1 59.2 14:09:49 59.2 59.2 55.0 14:02:10 55.0 55.0 58.4 14:09:50 58.4 58.4 55.0 14:02:11 55.0 55.0 58.1 14:09:51 58.1 58.1 54.7 14:02:12 54.7 54.7 58.1 14:09:52 58.1 58.1 54.3 14:02:13 54.3 54.3 57.9 14:09:53 57.9 57.9 54.3 14:02:14 54.3 54.3 57.3 14:09:54 57.3 57.3 54.4 14:02:15 54.4 54.4 57.0 14:09:55 57.0 57.0 54.7 14:02:16 54.7 54.7 57.1 14:09:56 57.1 57.1 54.9 14:02:17 54.9 54.9 57.3 14:09:57 57.3 57.3 54.7 14:02:18 54.7 54.7 57.2 14:09:58 57.2 57.2 54.3 14:02:19 54.3 54.3 56.8 14:09:59 56.8 56.8 54.3 14:02:20 54.3 54.3 56.7 14:10:00 56.7 56.7 54.9 14:02:21 54.9 54.9 56.7 14:10:01 56.7 56.7 55.6 14:02:22 55.6 55.6 56.9 14:10:02 56.9 56.9 56.7 14:02:23 56.7 56.7 56.7 14:10:03 56.7 56.7 57.6 14:02:24 57.6 57.6 56.8 14:10:04 56.8 56.8 57.3 14:02:25 57.3 57.3 56.6 14:10:05 56.6 56.6 57.0 14:02:26 57.0 57.0 56.2 14:10:06 56.2 56.2 57.7 14:02:27 57.7 57.7 55.9 14:10:07 55.9 55.9 58.7 14:02:28 58.7 58.7 55.6 14:10:08 55.6 55.6 58.1 14:02:29 58.1 58.1 55.6 14:10:09 55.6 55.6 57.3 14:02:30 57.3 57.3 55.7 14:10:10 55.7 55.7 56.5 14:02:31 56.5 56.5 55.6 14:10:11 55.6 55.6 55.5 14:02:32 55.5 55.5 55.6 14:10:12 55.6 55.6 54.8 14:02:33 54.8 54.8 55.7 14:10:13 55.7 55.7 54.5 14:02:34 54.5 54.5 56.1 14:10:14 56.1 56.1 54.3 14:02:35 54.3 54.3 56.4 14:10:15 56.4 56.4 54.6 14:02:36 54.6 54.6 56.5 14:10:16 56.5 56.5 54.8 14:02:37 54.8 54.8 56.3 14:10:17 56.3 56.3 54.7 14:02:38 54.7 54.7 56.0 14:10:18 56.0 56.0 54.9 14:02:39 54.9 54.9 55.7 14:10:19 55.7 55.7 55.2 14:02:40 55.2 55.2 55.8 14:10:20 55.8 55.8 55.5 14:02:41 55.5 55.5 56.0 14:10:21 56.0 56.0 55.4 14:02:42 55.4 55.4 57.3 14:10:22 57.3 57.3 55.5 14:02:43 55.5 55.5 56.8 14:10:23 56.8 56.8 55.4 14:02:44 55.4 55.4 56.8 14:10:24 56.8 56.8 55.0 14:02:45 55.0 55.0 56.7 14:10:25 56.7 56.7 55.0 14:02:46 55.0 55.0 56.6 14:10:26 56.6 56.6 55.1 14:02:47 55.1 55.1 56.6 14:10:27 56.6 56.6 55.1 14:02:48 55.1 55.1 56.8 14:10:28 56.8 56.8 55.7 14:02:49 55.7 55.7 57.8 14:10:29 57.8 57.8 55.4 14:02:50 55.4 55.4 57.9 14:10:30 57.9 57.9 55.2 14:02:51 55.2 55.2 58.0 14:10:31 58.0 58.0 55.4 14:02:52 55.4 55.4 58.0 14:10:32 58.0 58.0 56.0 14:02:53 56.0 56.0 58.2 14:10:33 58.2 58.2 56.6 14:02:54 56.6 56.6 57.9 14:10:34 57.9 57.9 57.3 14:02:55 57.3 57.3 58.0 14:10:35 58.0 58.0 57.5 14:02:56 57.5 57.5 58.2 14:10:36 58.2 58.2 56.7 14:02:57 56.7 56.7 58.3 14:10:37 58.3 58.3 55.7 14:02:58 55.7 55.7 58.3 14:10:38 58.3 58.3 55.1 14:02:59 55.1 55.1 57.9 14:10:39 57.9 57.9 55.1 14:03:00 55.1 55.1 57.3 14:10:40 57.3 57.3 55.1 14:03:01 55.1 55.1 SPL Time Leq (1 hour Avg.) Ldn CNEL SPL Time Leq (1 hour Avg.) Ldn CNEL Site N2 - At Western Edge of Site 'B'Site N1 - At Western Edge of Site 'A' 56.8 14:10:41 56.8 56.8 55.3 14:03:02 55.3 55.3 56.7 14:10:42 56.7 56.7 56.7 14:03:03 56.7 56.7 56.9 14:10:43 56.9 56.9 57.8 14:03:04 57.8 57.8 56.8 14:10:44 56.8 56.8 57.0 14:03:05 57.0 57.0 56.8 14:10:45 56.8 56.8 56.8 14:03:06 56.8 56.8 56.4 14:10:46 56.4 56.4 56.4 14:03:07 56.4 56.4 56.3 14:10:47 56.3 56.3 57.6 14:03:08 57.6 57.6 56.7 14:10:48 56.7 56.7 56.1 14:03:09 56.1 56.1 57.0 14:10:49 57.0 57.0 55.0 14:03:10 55.0 55.0 56.8 14:10:50 56.8 56.8 54.5 14:03:11 54.5 54.5 56.4 14:10:51 56.4 56.4 54.3 14:03:12 54.3 54.3 56.5 14:10:52 56.5 56.5 54.1 14:03:13 54.1 54.1 56.7 14:10:53 56.7 56.7 53.9 14:03:14 53.9 53.9 56.9 14:10:54 56.9 56.9 53.6 14:03:15 53.6 53.6 56.9 14:10:55 56.9 56.9 53.2 14:03:16 53.2 53.2 56.9 14:10:56 56.9 56.9 53.0 14:03:17 53.0 53.0 57.1 14:10:57 57.1 57.1 52.9 14:03:18 52.9 52.9 57.3 14:10:58 57.3 57.3 53.0 14:03:19 53.0 53.0 58.0 14:10:59 58.0 58.0 53.1 14:03:20 53.1 53.1 57.9 14:11:00 57.9 57.9 53.0 14:03:21 53.0 53.0 57.7 14:11:01 57.7 57.7 53.3 14:03:22 53.3 53.3 57.5 14:11:02 57.5 57.5 53.5 14:03:23 53.5 53.5 58.0 14:11:03 58.0 58.0 53.7 14:03:24 53.7 53.7 57.7 14:11:04 57.7 57.7 53.9 14:03:25 53.9 53.9 57.7 14:11:05 57.7 57.7 53.6 14:03:26 53.6 53.6 57.3 14:11:06 57.3 57.3 53.5 14:03:27 53.5 53.5 57.5 14:11:07 57.5 57.5 53.2 14:03:28 53.2 53.2 57.1 14:11:08 57.1 57.1 53.1 14:03:29 53.1 53.1 56.8 14:11:09 56.8 56.8 53.1 14:03:30 53.1 53.1 56.6 14:11:10 56.6 56.6 53.1 14:03:31 53.1 53.1 56.9 14:11:11 56.9 56.9 53.4 14:03:32 53.4 53.4 57.6 14:11:12 57.6 57.6 53.5 14:03:33 53.5 53.5 57.5 14:11:13 57.5 57.5 53.6 14:03:34 53.6 53.6 57.2 14:11:14 57.2 57.2 53.7 14:03:35 53.7 53.7 56.7 14:11:15 56.7 56.7 54.1 14:03:36 54.1 54.1 56.6 14:11:16 56.6 56.6 54.2 14:03:37 54.2 54.2 56.8 14:11:17 56.8 56.8 54.0 14:03:38 54.0 54.0 56.7 14:11:18 56.7 56.7 53.9 14:03:39 53.9 53.9 56.5 14:11:19 56.5 56.5 53.9 14:03:40 53.9 53.9 56.7 14:11:20 56.7 56.7 54.0 14:03:41 54.0 54.0 56.8 14:11:21 56.8 56.8 54.4 14:03:42 54.4 54.4 57.0 14:11:22 57.0 57.0 54.5 14:03:43 54.5 54.5 56.8 14:11:23 56.8 56.8 54.1 14:03:44 54.1 54.1 57.3 14:11:24 57.3 57.3 53.8 14:03:45 53.8 53.8 57.3 14:11:25 57.3 57.3 53.6 14:03:46 53.6 53.6 57.3 14:11:26 57.3 57.3 53.8 14:03:47 53.8 53.8 56.8 14:11:27 56.8 56.8 54.2 14:03:48 54.2 54.2 56.7 14:11:28 56.7 56.7 54.6 14:03:49 54.6 54.6 57.4 14:11:29 57.4 57.4 54.4 14:03:50 54.4 54.4 57.8 14:11:30 57.8 57.8 54.1 14:03:51 54.1 54.1 57.7 14:11:31 57.7 57.7 54.4 14:03:52 54.4 54.4 57.1 14:11:32 57.1 57.1 54.7 14:03:53 54.7 54.7 56.7 14:11:33 56.7 56.7 54.6 14:03:54 54.6 54.6 56.7 14:11:34 56.7 56.7 54.5 14:03:55 54.5 54.5 57.6 14:11:35 57.6 57.6 54.3 14:03:56 54.3 54.3 58.3 14:11:36 58.3 58.3 54.3 14:03:57 54.3 54.3 58.0 14:11:37 58.0 58.0 54.5 14:03:58 54.5 54.5 58.1 14:11:38 58.1 58.1 54.3 14:03:59 54.3 54.3 58.8 14:11:39 58.8 58.8 54.5 14:04:00 54.5 54.5 58.3 14:11:40 58.3 58.3 54.4 14:04:01 54.4 54.4 58.1 14:11:41 58.1 58.1 54.2 14:04:02 54.2 54.2 57.9 14:11:42 57.9 57.9 54.0 14:04:03 54.0 54.0 58.0 14:11:43 58.0 58.0 53.8 14:04:04 53.8 53.8 58.0 14:11:44 58.0 58.0 53.6 14:04:05 53.6 53.6 57.9 14:11:45 57.9 57.9 53.5 14:04:06 53.5 53.5 58.1 14:11:46 58.1 58.1 53.7 14:04:07 53.7 53.7 57.9 14:11:47 57.9 57.9 53.6 14:04:08 53.6 53.6 57.9 14:11:48 57.9 57.9 53.8 14:04:09 53.8 53.8 57.9 14:11:49 57.9 57.9 54.1 14:04:10 54.1 54.1 59.5 14:11:50 58.3 59.5 59.5 54.2 14:04:11 57.5 54.2 54.2 59.6 14:11:51 58.2 59.6 59.6 54.2 14:04:12 57.5 54.2 54.2 59.9 14:11:52 58.2 59.9 59.9 55.1 14:04:13 57.5 55.1 55.1 59.3 14:11:53 58.1 59.3 59.3 57.2 14:04:14 57.5 57.2 57.2 58.3 14:11:54 58.1 58.3 58.3 57.6 14:04:15 57.5 57.6 57.6 57.2 14:11:55 58.1 57.2 57.2 56.4 14:04:16 57.5 56.4 56.4 56.8 14:11:56 58.1 56.8 56.8 55.9 14:04:17 57.5 55.9 55.9 57.3 14:11:57 58.1 57.3 57.3 55.7 14:04:18 57.5 55.7 55.7 57.8 14:11:58 58.1 57.8 57.8 55.2 14:04:19 57.5 55.2 55.2 58.2 14:11:59 58.1 58.2 58.2 55.5 14:04:20 57.5 55.5 55.5 58.4 14:12:00 58.1 58.4 58.4 55.7 14:04:21 57.4 55.7 55.7 58.2 14:12:01 58.1 58.2 58.2 56.3 14:04:22 57.4 56.3 56.3 58.5 14:12:02 58.1 58.5 58.5 57.4 14:04:23 57.4 57.4 57.4 58.8 14:12:03 58.1 58.8 58.8 57.6 14:04:24 57.4 57.6 57.6 58.8 14:12:04 58.0 58.8 58.8 57.7 14:04:25 57.3 57.7 57.7 58.8 14:12:05 58.0 58.8 58.8 58.6 14:04:26 57.3 58.6 58.6 58.5 14:12:06 58.0 58.5 58.5 58.4 14:04:27 57.3 58.4 58.4 58.2 14:12:07 58.0 58.2 58.2 58.1 14:04:28 57.2 58.1 58.1 57.8 14:12:08 57.9 57.8 57.8 57.4 14:04:29 57.2 57.4 57.4 57.5 14:12:09 57.9 57.5 57.5 56.4 14:04:30 57.2 56.4 56.4 57.2 14:12:10 57.8 57.2 57.2 56.0 14:04:31 57.2 56.0 56.0 56.9 14:12:11 57.8 56.9 56.9 56.0 14:04:32 57.1 56.0 56.0 56.9 14:12:12 57.8 56.9 56.9 55.3 14:04:33 57.1 55.3 55.3 56.8 14:12:13 57.8 56.8 56.8 54.9 14:04:34 57.1 54.9 54.9 56.7 14:12:14 57.8 56.7 56.7 54.8 14:04:35 57.1 54.8 54.8 56.5 14:12:15 57.8 56.5 56.5 54.7 14:04:36 57.0 54.7 54.7 56.4 14:12:16 57.8 56.4 56.4 55.3 14:04:37 57.0 55.3 55.3 56.3 14:12:17 57.8 56.3 56.3 55.1 14:04:38 56.9 55.1 55.1 56.8 14:12:18 57.7 56.8 56.8 54.7 14:04:39 56.9 54.7 54.7 57.0 14:12:19 57.7 57.0 57.0 54.4 14:04:40 56.9 54.4 54.4 56.8 14:12:20 57.7 56.8 56.8 54.1 14:04:41 56.9 54.1 54.1 56.5 14:12:21 57.6 56.5 56.5 53.9 14:04:42 56.9 53.9 53.9 56.3 14:12:22 57.6 56.3 56.3 53.8 14:04:43 56.9 53.8 53.8 57.3 14:12:23 57.6 57.3 57.3 53.8 14:04:44 56.9 53.8 53.8 58.7 14:12:24 57.6 58.7 58.7 53.7 14:04:45 56.9 53.7 53.7 59.1 14:12:25 57.6 59.1 59.1 53.7 14:04:46 56.9 53.7 53.7 58.8 14:12:26 57.6 58.8 58.8 53.6 14:04:47 56.9 53.6 53.6 58.5 14:12:27 57.6 58.5 58.5 53.5 14:04:48 56.9 53.5 53.5 58.6 14:12:28 57.6 58.6 58.6 53.7 14:04:49 56.9 53.7 53.7 58.6 14:12:29 57.6 58.6 58.6 53.7 14:04:50 56.9 53.7 53.7 58.6 14:12:30 57.6 58.6 58.6 53.4 14:04:51 56.9 53.4 53.4 59.2 14:12:31 57.6 59.2 59.2 53.5 14:04:52 56.9 53.5 53.5 59.9 14:12:32 57.6 59.9 59.9 53.4 14:04:53 56.9 53.4 53.4 59.5 14:12:33 57.5 59.5 59.5 53.2 14:04:54 56.9 53.2 53.2 58.3 14:12:34 57.5 58.3 58.3 53.3 14:04:55 56.9 53.3 53.3 59.1 14:12:35 57.5 59.1 59.1 53.3 14:04:56 56.9 53.3 53.3 58.6 14:12:36 57.5 58.6 58.6 53.4 14:04:57 56.9 53.4 53.4 58.1 14:12:37 57.5 58.1 58.1 53.6 14:04:58 56.9 53.6 53.6 57.8 14:12:38 57.5 57.8 57.8 53.4 14:04:59 56.9 53.4 53.4 58.1 14:12:39 57.5 58.1 58.1 53.3 14:05:00 56.9 53.3 53.3 59.3 14:12:40 57.5 59.3 59.3 53.2 14:05:01 56.9 53.2 53.2 59.7 14:12:41 57.4 59.7 59.7 52.9 14:05:02 56.9 52.9 52.9 59.4 14:12:42 57.4 59.4 59.4 53.1 14:05:03 56.8 53.1 53.1 59.2 14:12:43 57.4 59.2 59.2 53.3 14:05:04 56.8 53.3 53.3 59.9 14:12:44 57.4 59.9 59.9 53.2 14:05:05 56.8 53.2 53.2 58.8 14:12:45 57.4 58.8 58.8 53.1 14:05:06 56.8 53.1 53.1 57.6 14:12:46 57.4 57.6 57.6 53.4 14:05:07 56.8 53.4 53.4 57.4 14:12:47 57.4 57.4 57.4 53.7 14:05:08 56.8 53.7 53.7 57.3 14:12:48 57.4 57.3 57.3 53.8 14:05:09 56.8 53.8 53.8 57.3 14:12:49 57.4 57.3 57.3 53.6 14:05:10 56.7 53.6 53.6 58.0 14:12:50 57.4 58.0 58.0 53.5 14:05:11 56.7 53.5 53.5 58.9 14:12:51 57.4 58.9 58.9 53.4 14:05:12 56.7 53.4 53.4 58.6 14:12:52 57.4 58.6 58.6 53.6 14:05:13 56.7 53.6 53.6 57.8 14:12:53 57.4 57.8 57.8 53.8 14:05:14 56.7 53.8 53.8 57.8 14:12:54 57.4 57.8 57.8 54.4 14:05:15 56.7 54.4 54.4 57.7 14:12:55 57.4 57.7 57.7 54.7 14:05:16 56.6 54.7 54.7 57.5 14:12:56 57.4 57.5 57.5 54.3 14:05:17 56.5 54.3 54.3 57.2 14:12:57 57.4 57.2 57.2 53.8 14:05:18 56.5 53.8 53.8 57.0 14:12:58 57.4 57.0 57.0 53.4 14:05:19 56.4 53.4 53.4 57.1 14:12:59 57.4 57.1 57.1 53.4 14:05:20 56.4 53.4 53.4 56.8 14:13:00 57.3 56.8 56.8 53.5 14:05:21 56.4 53.5 53.5 57.0 14:13:01 57.3 57.0 57.0 53.8 14:05:22 56.4 53.8 53.8 57.0 14:13:02 57.3 57.0 57.0 54.2 14:05:23 56.3 54.2 54.2 57.2 14:13:03 57.3 57.2 57.2 54.2 14:05:24 56.3 54.2 54.2 57.6 14:13:04 57.3 57.6 57.6 54.2 14:05:25 56.3 54.2 54.2 58.0 14:13:05 57.3 58.0 58.0 54.3 14:05:26 56.3 54.3 54.3 57.8 14:13:06 57.3 57.8 57.8 53.9 14:05:27 56.2 53.9 53.9 57.2 14:13:07 57.3 57.2 57.2 53.3 14:05:28 56.2 53.3 53.3 56.7 14:13:08 57.2 56.7 56.7 53.4 14:05:29 56.2 53.4 53.4 56.2 14:13:09 57.2 56.2 56.2 53.7 14:05:30 56.2 53.7 53.7 56.7 14:13:10 57.2 56.7 56.7 53.5 14:05:31 56.2 53.5 53.5 57.4 14:13:11 57.2 57.4 57.4 53.4 14:05:32 56.2 53.4 53.4 58.0 14:13:12 57.1 58.0 58.0 53.7 14:05:33 56.2 53.7 53.7 58.5 14:13:13 57.1 58.5 58.5 54.5 14:05:34 56.2 54.5 54.5 59.0 14:13:14 57.1 59.0 59.0 54.6 14:05:35 56.2 54.6 54.6 59.3 14:13:15 57.1 59.3 59.3 54.5 14:05:36 56.2 54.5 54.5 58.9 14:13:16 57.1 58.9 58.9 54.8 14:05:37 56.2 54.8 54.8 58.5 14:13:17 57.1 58.5 58.5 55.1 14:05:38 56.2 55.1 55.1 58.7 14:13:18 57.0 58.7 58.7 55.4 14:05:39 56.2 55.4 55.4 58.7 14:13:19 57.0 58.7 58.7 55.1 14:05:40 56.1 55.1 55.1 58.3 14:13:20 57.0 58.3 58.3 54.6 14:05:41 56.1 54.6 54.6 58.0 14:13:21 57.0 58.0 58.0 54.3 14:05:42 56.1 54.3 54.3 57.9 14:13:22 57.0 57.9 57.9 54.3 14:05:43 56.0 54.3 54.3 OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Appendix C APPENDIX C Field Vibration Measurement Printouts OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Appendix D APPENDIX D SoundPlan Model Existing Noise Calculations Anaheim OC Link Residential Apartments Assessed receiver levels - Existing 21 Name Usage Floor X m Y m Z m Ldn dB(A) Leq,d dB(A) Leq,e dB(A) Leq,n dB(A) N1 RA G 1033.8 501.6 75.05 67.8 65.3 59.8 60.2 N2 RA G 982.6 328.5 75.00 69.3 66.9 59.2 61.8 Vista Environmental Page 1 SoundPLAN 7.4 An a h e i m O C L i n k R e s i d e n t i a l A p a r t m e n t s So u r c e l e v e l r o a d - E x i s t i n g 16 MS V g e s Ni g h t Ve h / h MS V g e s Ev e n i n g Ve h / h Pa v e m e n t t y p e MS V g e s Da y Ve h / h Ro a d KM km AD T Ve h / 2 4 h Gr a d i e n t % 45 2 8 . 6 6 10 7 0 3 . 8 6 Av e r a g e ( o f D G A C a n d P C C ) 13 1 7 7 . 5 4 St a t e R o u t e 9 1 0. 0 0 0 23 1 0 0 0 0. 0 10 7 2 . 9 4 26 6 8 . 1 6 Av e r a g e ( o f D G A C a n d P C C ) 32 6 9 . 9 2 Tu s t i n S t r e e t 0. 0 0 0 56 9 0 0 13 . 1 39 9 . 7 6 99 4 . 1 1 Av e r a g e ( o f D G A C a n d P C C ) 12 1 8 . 3 2 La P a l m a A v e n u e 0. 0 0 0 21 2 0 0 0. 0 Vi s t a E n v i r o n m e n t a l 1 So u n d P L A N 7 . 4 An a h e i m O C L i n k R e s i d e n t i a l A p a r t m e n t s So u r c e l e v e l r a i l r o a d - E x i s t i n g 15 Ho r n Tr a c k v M a x km / h Lm E ( 7 - 1 9 ) dB ( A ) Lm E ( 2 2 - 7 ) dB ( A ) Lm E ( 1 9 - 2 2 ) dB ( A ) DT r dB Se r . N o . Sr c - O b j I D Ra i l KM DR a dB DR z dB 48 . 0 0 66 . 0 2 60 . 5 7 57 . 1 9 3. 5 0 1 52 2 5 Ra i l r o a d 0. 0 0 0 0. 0 0. 0 Vi s t a E n v i r o n m e n t a l 1 So u n d P L A N 7 . 4 OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Appendix E APPENDIX E Proposed Apartment Rooms Exterior to Interior Attenuation Calculations Pr o j e c t N a m e : OC L i n k Lo c a t i o n : SW C o r n e r o f S i t e ' A ' Un i t : A1 Ro o m : Li v i n g R o o m / K i t c h e n Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 23 5 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 2 3 . 5 4 3 9 4 . 1 7 1 4 5 . 9 6 1 6 4 . 8 1 4 8 . 3 2 2 0 7 . 1 7 Fl o o r - L i n o l e u m / T i l e 13 7 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 2 . 7 3 4 . 0 9 5 4 . 0 9 5 4 . 0 9 5 4 . 0 9 5 2 . 7 3 Ce i l i n g - G y p s u m B o a r d 41 1 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 1 9 . 1 6 4 1 . 0 8 8 2 0 . 5 4 4 1 6 . 4 3 5 2 8 . 7 6 2 3 6 . 9 7 9 Wa l l - G y p s u m b o a r d 59 0 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 7 0 . 9 6 5 8 . 9 5 2 9 . 4 7 5 2 3 . 5 8 4 1 . 2 6 5 5 3 . 0 5 5 To t a l 1 3 7 2 3 1 6 . 3 8 1 9 8 . 3 2 0 0 . 0 8 2 0 8 . 9 1 2 2 2 . 4 4 2 9 9 . 9 4 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n 1 . 7 6 3 . 7 9 3 . 75 3 . 5 6 3 . 2 9 1 . 9 9 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 0 . 3 4 - 1 0 . 8 1 - 5 . 4 5 - 2 . 4 4 - 1 . 5 1 - 3 . 01 dB A N o i s e A b s o r p t i o n L e v e l 3. 3 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 38 3 46 0 . 0 0 9 6 Wi n d o w 72 26 0 . 1 8 0 9 Do o r 20 26 0 . 0 4 9 7 2 6 S T C = S t a n d a r d d u a l p a n e l w i n d o w / d o o r To t a l 4 7 4 0 . 0 0 0 5 Tr a n s m i s s i o n L o s s 33 . 0 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 30 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 2 6 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : SW C o r n e r o f S i t e ' A ' Un i t : A1 Ro o m : Li v i n g R o o m / K i t c h e n Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 23 5 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 2 3 . 5 4 3 9 4 . 1 7 1 4 5 . 9 6 1 6 4 . 8 1 4 8 . 3 2 2 0 7 . 1 7 Fl o o r - L i n o l e u m / T i l e 13 7 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 2 . 7 3 4 . 0 9 5 4 . 0 9 5 4 . 0 9 5 4 . 0 9 5 2 . 7 3 Ce i l i n g - G y p s u m B o a r d 41 1 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 1 9 . 1 6 4 1 . 0 8 8 2 0 . 5 4 4 1 6 . 4 3 5 2 8 . 7 6 2 3 6 . 9 7 9 Wa l l - G y p s u m b o a r d 59 0 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 7 0 . 9 6 5 8 . 9 5 2 9 . 4 7 5 2 3 . 5 8 4 1 . 2 6 5 5 3 . 0 5 5 To t a l 1 3 7 2 3 1 6 . 3 8 1 9 8 . 3 2 0 0 . 0 8 2 0 8 . 9 1 2 2 2 . 4 4 2 9 9 . 9 4 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n 1 . 7 6 3 . 7 9 3 . 75 3 . 5 6 3 . 2 9 1 . 9 9 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 0 . 3 4 - 1 0 . 8 1 - 5 . 4 5 - 2 . 4 4 - 1 . 5 1 - 3 . 01 dB A N o i s e A b s o r p t i o n L e v e l 3. 3 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 38 3 46 0 . 0 0 9 6 Wi n d o w 72 29 0 . 0 9 0 6 Do o r 20 29 0 . 0 2 4 9 2 9 S T C = U p g r a d e d d u a l p a n e l w i n d o w / d o o r To t a l 4 7 4 0 . 0 0 0 3 Tr a n s m i s s i o n L o s s 35 . 8 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 32 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 2 9 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : SW C o r n e r o f S i t e ' A ' Un i t : A1 Ro o m : Li v i n g R o o m / K i t c h e n Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 23 5 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 2 3 . 5 4 3 9 4 . 1 7 1 4 5 . 9 6 1 6 4 . 8 1 4 8 . 3 2 2 0 7 . 1 7 Fl o o r - L i n o l e u m / T i l e 13 7 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 2 . 7 3 4 . 0 9 5 4 . 0 9 5 4 . 0 9 5 4 . 0 9 5 2 . 7 3 Ce i l i n g - G y p s u m B o a r d 41 1 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 1 9 . 1 6 4 1 . 0 8 8 2 0 . 5 4 4 1 6 . 4 3 5 2 8 . 7 6 2 3 6 . 9 7 9 Wa l l - G y p s u m b o a r d 59 0 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 7 0 . 9 6 5 8 . 9 5 2 9 . 4 7 5 2 3 . 5 8 4 1 . 2 6 5 5 3 . 0 5 5 To t a l 1 3 7 2 3 1 6 . 3 8 1 9 8 . 3 2 0 0 . 0 8 2 0 8 . 9 1 2 2 2 . 4 4 2 9 9 . 9 4 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n 1 . 7 6 3 . 7 9 3 . 75 3 . 5 6 3 . 2 9 1 . 9 9 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 0 . 3 4 - 1 0 . 8 1 - 5 . 4 5 - 2 . 4 4 - 1 . 5 1 - 3 . 01 dB A N o i s e A b s o r p t i o n L e v e l 3. 3 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 38 3 46 0 . 0 0 9 6 Wi n d o w 72 30 0 . 0 7 2 Do o r 20 30 0 . 0 1 9 8 3 0 S T C = U p d g r a d e d d u a l p a n e l w i n d o w / d o o r To t a l 4 7 4 0 . 0 0 0 2 Tr a n s m i s s i o n L o s s 36 . 7 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 33 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 3 0 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : SW C o r n e r o f S i t e ' A ' Un i t : A1 Ro o m : Be d r o o m Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 12 8 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 1 2 . 8 3 4 5 1 . 3 3 6 7 9 . 5 7 1 8 9 . 8 3 8 8 0 . 8 5 4 1 1 2 . 9 4 Fl o o r - L i n o l e u m / T i l e 0 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 00 0 0 0 0 Ce i l i n g - G y p s u m B o a r d 12 8 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 3 7 . 2 1 9 1 2 . 8 3 4 6 . 4 1 7 5 . 1 3 3 6 8 . 9 8 3 8 1 1 . 5 5 1 Wa l l - G y p s u m b o a r d 32 7 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 9 4 . 7 9 5 3 2 . 6 8 8 1 6 . 3 4 4 1 3 . 0 7 5 2 2 . 8 8 2 2 9 . 4 1 9 To t a l 5 8 4 1 4 4 . 8 5 9 6 . 8 5 8 1 0 2 . 3 3 1 0 8 . 0 5 1 1 2 . 7 2 1 5 3 . 9 1 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n - 2 . 6 7 - 0 . 9 2 -1 . 1 6 - 1 . 4 0 - 1 . 5 8 - 2 . 9 4 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 4 . 7 7 - 1 5 . 5 2 - 1 0 . 3 6 - 7 . 4 0 - 6 . 3 8 - 7 .9 4 dB A N o i s e A b s o r p t i o n L e v e l -1 . 6 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 42 46 0 . 0 0 1 1 Wi n d o w 36 26 0 . 0 9 0 4 Do o r 0 26 0 2 6 S T C = S t a n d a r d d u a l p a n e l w i n d o w / d o o r To t a l 7 8 0 . 0 0 1 2 Tr a n s m i s s i o n L o s s 29 . 3 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 31 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 2 6 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : SW C o r n e r o f S i t e ' A ' Un i t : A1 Ro o m : Be d r o o m Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 12 8 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 1 2 . 8 3 4 5 1 . 3 3 6 7 9 . 5 7 1 8 9 . 8 3 8 8 0 . 8 5 4 1 1 2 . 9 4 Fl o o r - L i n o l e u m / T i l e 0 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 00 0 0 0 0 Ce i l i n g - G y p s u m B o a r d 12 8 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 3 7 . 2 1 9 1 2 . 8 3 4 6 . 4 1 7 5 . 1 3 3 6 8 . 9 8 3 8 1 1 . 5 5 1 Wa l l - G y p s u m b o a r d 32 7 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 9 4 . 7 9 5 3 2 . 6 8 8 1 6 . 3 4 4 1 3 . 0 7 5 2 2 . 8 8 2 2 9 . 4 1 9 To t a l 5 8 4 1 4 4 . 8 5 9 6 . 8 5 8 1 0 2 . 3 3 1 0 8 . 0 5 1 1 2 . 7 2 1 5 3 . 9 1 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n - 2 . 6 7 - 0 . 9 2 -1 . 1 6 - 1 . 4 0 - 1 . 5 8 - 2 . 9 4 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 4 . 7 7 - 1 5 . 5 2 - 1 0 . 3 6 - 7 . 4 0 - 6 . 3 8 - 7 .9 4 dB A N o i s e A b s o r p t i o n L e v e l -1 . 6 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 42 46 0 . 0 0 1 1 Wi n d o w 36 29 0 . 0 4 5 3 Do o r 0 29 0 2 9 S T C = U p g r a d e d d u a l p a n e l w i n d o w / d o o r To t a l 7 8 0 . 0 0 0 6 Tr a n s m i s s i o n L o s s 32 . 3 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 34 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 2 9 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : SW C o r n e r o f S i t e ' A ' Un i t : A1 Ro o m : Be d r o o m Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 12 8 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 1 2 . 8 3 4 5 1 . 3 3 6 7 9 . 5 7 1 8 9 . 8 3 8 8 0 . 8 5 4 1 1 2 . 9 4 Fl o o r - L i n o l e u m / T i l e 0 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 00 0 0 0 0 Ce i l i n g - G y p s u m B o a r d 12 8 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 3 7 . 2 1 9 1 2 . 8 3 4 6 . 4 1 7 5 . 1 3 3 6 8 . 9 8 3 8 1 1 . 5 5 1 Wa l l - G y p s u m b o a r d 32 7 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 9 4 . 7 9 5 3 2 . 6 8 8 1 6 . 3 4 4 1 3 . 0 7 5 2 2 . 8 8 2 2 9 . 4 1 9 To t a l 5 8 4 1 4 4 . 8 5 9 6 . 8 5 8 1 0 2 . 3 3 1 0 8 . 0 5 1 1 2 . 7 2 1 5 3 . 9 1 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n - 2 . 6 7 - 0 . 9 2 -1 . 1 6 - 1 . 4 0 - 1 . 5 8 - 2 . 9 4 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 4 . 7 7 - 1 5 . 5 2 - 1 0 . 3 6 - 7 . 4 0 - 6 . 3 8 - 7 .9 4 dB A N o i s e A b s o r p t i o n L e v e l -1 . 6 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 42 46 0 . 0 0 1 1 Wi n d o w 36 30 0 . 0 3 6 Do o r 0 30 0 3 0 S T C = U p d g r a d e d d u a l p a n e l w i n d o w / d o o r To t a l 7 8 0 . 0 0 0 5 Tr a n s m i s s i o n L o s s 33 . 2 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 35 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 3 0 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : SW S i d e o f S i t e ' A ' Un i t : A2 Ro o m : Li v i n g R o o m / K i t c h e n Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 20 7 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 2 0 . 7 2 7 8 2 . 9 0 8 1 2 8 . 5 1 1 4 5 . 0 9 1 3 0 . 5 8 1 8 2 . 4 Fl o o r - L i n o l e u m / T i l e 14 9 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 2 . 9 7 5 4 4 . 4 6 3 1 4 . 4 6 3 1 4 . 4 6 3 1 4 . 4 6 3 1 2 . 9 7 5 4 Ce i l i n g - G y p s u m B o a r d 35 6 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 0 3 . 2 5 3 5 . 6 0 4 1 7 . 8 0 2 1 4 . 2 4 2 2 4 . 9 2 3 3 2 . 0 4 4 Wa l l - G y p s u m b o a r d 41 9 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 2 1 . 3 9 4 1 . 8 5 9 2 0 . 9 3 1 6 . 7 4 4 2 9 . 3 0 1 3 7 . 6 7 3 To t a l 1 1 3 1 2 4 8 . 3 5 1 6 4 . 8 3 1 7 1 . 7 1 8 0 . 5 4 1 8 9 . 2 7 2 5 5 . 0 9 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n 0 . 9 4 2 . 7 2 2 . 55 2 . 3 3 2 . 1 2 0 . 8 3 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 1 . 1 6 - 1 1 . 8 8 - 6 . 6 5 - 3 . 6 7 - 2 . 6 8 - 4 . 17 dB A N o i s e A b s o r p t i o n L e v e l 2. 2 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 22 4 46 0 . 0 0 5 6 Wi n d o w 45 26 0 . 1 1 3 Do o r 40 26 0 . 0 9 9 5 2 6 S T C = S t a n d a r d d u a l p a n e l w i n d o w / d o o r To t a l 3 0 9 0 . 0 0 0 7 Tr a n s m i s s i o n L o s s 31 . 5 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 29 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 2 6 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : SW S i d e o f S i t e ' A ' Un i t : A2 Ro o m : Li v i n g R o o m / K i t c h e n Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 20 7 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 2 0 . 7 2 7 8 2 . 9 0 8 1 2 8 . 5 1 1 4 5 . 0 9 1 3 0 . 5 8 1 8 2 . 4 Fl o o r - L i n o l e u m / T i l e 14 9 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 2 . 9 7 5 4 4 . 4 6 3 1 4 . 4 6 3 1 4 . 4 6 3 1 4 . 4 6 3 1 2 . 9 7 5 4 Ce i l i n g - G y p s u m B o a r d 35 6 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 0 3 . 2 5 3 5 . 6 0 4 1 7 . 8 0 2 1 4 . 2 4 2 2 4 . 9 2 3 3 2 . 0 4 4 Wa l l - G y p s u m b o a r d 41 9 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 2 1 . 3 9 4 1 . 8 5 9 2 0 . 9 3 1 6 . 7 4 4 2 9 . 3 0 1 3 7 . 6 7 3 To t a l 1 1 3 1 2 4 8 . 3 5 1 6 4 . 8 3 1 7 1 . 7 1 8 0 . 5 4 1 8 9 . 2 7 2 5 5 . 0 9 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n 0 . 9 4 2 . 7 2 2 . 55 2 . 3 3 2 . 1 2 0 . 8 3 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 1 . 1 6 - 1 1 . 8 8 - 6 . 6 5 - 3 . 6 7 - 2 . 6 8 - 4 . 17 dB A N o i s e A b s o r p t i o n L e v e l 2. 2 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 22 4 46 0 . 0 0 5 6 Wi n d o w 45 29 0 . 0 5 6 7 Do o r 40 29 0 . 0 4 9 9 2 9 S T C = U p g r a d e d d u a l p a n e l w i n d o w / d o o r To t a l 3 0 9 0 . 0 0 0 4 Tr a n s m i s s i o n L o s s 34 . 4 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 32 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 2 9 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : SW S i d e o f S i t e ' A ' Un i t : A2 Ro o m : Li v i n g R o o m / K i t c h e n Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 20 7 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 2 0 . 7 2 7 8 2 . 9 0 8 1 2 8 . 5 1 1 4 5 . 0 9 1 3 0 . 5 8 1 8 2 . 4 Fl o o r - L i n o l e u m / T i l e 14 9 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 2 . 9 7 5 4 4 . 4 6 3 1 4 . 4 6 3 1 4 . 4 6 3 1 4 . 4 6 3 1 2 . 9 7 5 4 Ce i l i n g - G y p s u m B o a r d 35 6 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 0 3 . 2 5 3 5 . 6 0 4 1 7 . 8 0 2 1 4 . 2 4 2 2 4 . 9 2 3 3 2 . 0 4 4 Wa l l - G y p s u m b o a r d 41 9 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 2 1 . 3 9 4 1 . 8 5 9 2 0 . 9 3 1 6 . 7 4 4 2 9 . 3 0 1 3 7 . 6 7 3 To t a l 1 1 3 1 2 4 8 . 3 5 1 6 4 . 8 3 1 7 1 . 7 1 8 0 . 5 4 1 8 9 . 2 7 2 5 5 . 0 9 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n 0 . 9 4 2 . 7 2 2 . 55 2 . 3 3 2 . 1 2 0 . 8 3 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 1 . 1 6 - 1 1 . 8 8 - 6 . 6 5 - 3 . 6 7 - 2 . 6 8 - 4 . 17 dB A N o i s e A b s o r p t i o n L e v e l 2. 2 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 22 4 46 0 . 0 0 5 6 Wi n d o w 45 30 0 . 0 4 5 Do o r 40 30 0 . 0 3 9 6 3 0 S T C = U p d g r a d e d d u a l p a n e l w i n d o w / d o o r To t a l 3 0 9 0 . 0 0 0 3 Tr a n s m i s s i o n L o s s 35 . 3 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 33 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 3 0 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : NW C o r n e r o f S i t e ' A ' Un i t : B1 Ro o m : Li v i n g R o o m / K i t c h e n Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 14 4 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 1 4 . 4 3 5 7 . 7 2 8 9 . 4 6 6 1 0 1 . 0 1 9 0 . 9 0 9 1 2 6 . 9 8 Fl o o r - L i n o l e u m / T i l e 86 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 1 . 7 2 2 8 2 . 5 8 4 2 2 . 5 8 4 2 2 . 5 8 4 2 2 . 5 8 4 2 1 . 7 2 2 8 Ce i l i n g - G y p s u m B o a r d 25 2 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 7 3 . 1 3 8 2 5 . 2 2 1 2 . 6 1 1 0 . 0 8 8 1 7 . 6 5 4 2 2 . 6 9 8 Wa l l - G y p s u m b o a r d 39 8 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 1 5 . 2 8 3 9 . 7 5 1 9 . 8 7 5 1 5 . 9 2 7 . 8 2 5 3 5 . 7 7 5 To t a l 8 8 0 2 0 4 . 5 7 1 2 5 . 2 7 1 2 4 . 5 4 1 2 9 . 5 8 1 3 8 . 9 7 1 8 7 . 1 8 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n - 3 . 4 8 - 1 . 3 5 -1 . 3 2 - 1 . 5 0 - 1 . 8 0 - 3 . 0 9 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 5 . 5 8 - 1 5 . 9 5 - 1 0 . 5 2 - 7 . 5 0 - 6 . 6 0 - 8 .0 9 dB A N o i s e A b s o r p t i o n L e v e l -1 . 7 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 42 46 0 . 0 0 1 1 Wi n d o w 30 26 0 . 0 7 5 4 Do o r 20 26 0 . 0 4 9 7 2 6 S T C = S t a n d a r d d u a l p a n e l w i n d o w / d o o r To t a l 9 2 0 . 0 0 1 4 Tr a n s m i s s i o n L o s s 28 . 6 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 30 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 2 6 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : NW C o r n e r o f S i t e ' A ' Un i t : B1 Ro o m : Li v i n g R o o m / K i t c h e n Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 14 4 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 1 4 . 4 3 5 7 . 7 2 8 9 . 4 6 6 1 0 1 . 0 1 9 0 . 9 0 9 1 2 6 . 9 8 Fl o o r - L i n o l e u m / T i l e 86 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 1 . 7 2 2 8 2 . 5 8 4 2 2 . 5 8 4 2 2 . 5 8 4 2 2 . 5 8 4 2 1 . 7 2 2 8 Ce i l i n g - G y p s u m B o a r d 25 2 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 7 3 . 1 3 8 2 5 . 2 2 1 2 . 6 1 1 0 . 0 8 8 1 7 . 6 5 4 2 2 . 6 9 8 Wa l l - G y p s u m b o a r d 39 8 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 1 5 . 2 8 3 9 . 7 5 1 9 . 8 7 5 1 5 . 9 2 7 . 8 2 5 3 5 . 7 7 5 To t a l 8 8 0 2 0 4 . 5 7 1 2 5 . 2 7 1 2 4 . 5 4 1 2 9 . 5 8 1 3 8 . 9 7 1 8 7 . 1 8 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n - 3 . 4 8 - 1 . 3 5 -1 . 3 2 - 1 . 5 0 - 1 . 8 0 - 3 . 0 9 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 5 . 5 8 - 1 5 . 9 5 - 1 0 . 5 2 - 7 . 5 0 - 6 . 6 0 - 8 .0 9 dB A N o i s e A b s o r p t i o n L e v e l -1 . 7 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 42 46 0 . 0 0 1 1 Wi n d o w 30 29 0 . 0 3 7 8 Do o r 20 29 0 . 0 2 4 9 2 9 S T C = U p g r a d e d d u a l p a n e l w i n d o w / d o o r To t a l 9 2 0 . 0 0 0 7 Tr a n s m i s s i o n L o s s 31 . 6 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 33 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 2 9 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : NW C o r n e r o f S i t e ' A ' Un i t : B1 Ro o m : Li v i n g R o o m / K i t c h e n Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 14 4 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 1 4 . 4 3 5 7 . 7 2 8 9 . 4 6 6 1 0 1 . 0 1 9 0 . 9 0 9 1 2 6 . 9 8 Fl o o r - L i n o l e u m / T i l e 86 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 1 . 7 2 2 8 2 . 5 8 4 2 2 . 5 8 4 2 2 . 5 8 4 2 2 . 5 8 4 2 1 . 7 2 2 8 Ce i l i n g - G y p s u m B o a r d 25 2 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 7 3 . 1 3 8 2 5 . 2 2 1 2 . 6 1 1 0 . 0 8 8 1 7 . 6 5 4 2 2 . 6 9 8 Wa l l - G y p s u m b o a r d 39 8 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 1 5 . 2 8 3 9 . 7 5 1 9 . 8 7 5 1 5 . 9 2 7 . 8 2 5 3 5 . 7 7 5 To t a l 8 8 0 2 0 4 . 5 7 1 2 5 . 2 7 1 2 4 . 5 4 1 2 9 . 5 8 1 3 8 . 9 7 1 8 7 . 1 8 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n - 3 . 4 8 - 1 . 3 5 -1 . 3 2 - 1 . 5 0 - 1 . 8 0 - 3 . 0 9 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 5 . 5 8 - 1 5 . 9 5 - 1 0 . 5 2 - 7 . 5 0 - 6 . 6 0 - 8 .0 9 dB A N o i s e A b s o r p t i o n L e v e l -1 . 7 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 42 46 0 . 0 0 1 1 Wi n d o w 30 30 0 . 0 3 Do o r 20 30 0 . 0 1 9 8 3 0 S T C = U p d g r a d e d d u a l p a n e l w i n d o w / d o o r To t a l 9 2 0 . 0 0 0 6 Tr a n s m i s s i o n L o s s 32 . 6 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 34 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 3 0 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : NW C o r n e r o f S i t e ' A ' Un i t : B1 Ro o m : Be d r o o m 2 ( L e f t ) Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 12 4 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 1 2 . 4 3 4 9 . 7 2 7 7 . 0 6 6 8 7 . 0 1 7 8 . 3 0 9 1 0 9 . 3 8 Fl o o r - L i n o l e u m / T i l e 0 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 00 0 0 0 0 Ce i l i n g - G y p s u m B o a r d 12 4 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 3 6 . 0 4 7 1 2 . 4 3 6 . 2 1 5 4 . 9 7 2 8 . 7 0 1 1 1 . 1 8 7 Wa l l - G y p s u m b o a r d 30 8 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 8 9 . 4 3 6 3 0 . 8 4 1 5 . 4 2 1 2 . 3 3 6 2 1 . 5 8 8 2 7 . 7 5 6 To t a l 5 5 7 1 3 7 . 9 1 9 2 . 9 9 9 8 . 7 0 1 1 0 4 . 3 2 1 0 8 . 6 1 4 8 . 3 3 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n 1 . 8 2 3 . 5 3 3 . 27 3 . 0 3 2 . 8 6 1 . 5 0 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 0 . 2 8 - 1 1 . 0 7 - 5 . 9 3 - 2 . 9 7 - 1 . 9 4 - 3 . 50 dB A N o i s e A b s o r p t i o n L e v e l 2. 9 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 16 2 46 0 . 0 0 4 1 Wi n d o w 48 26 0 . 1 2 0 6 Do o r 0 26 0 2 6 S T C = S t a n d a r d d u a l p a n e l w i n d o w / d o o r To t a l 2 1 0 0 . 0 0 0 6 Tr a n s m i s s i o n L o s s 32 . 3 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 29 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 2 6 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : NW C o r n e r o f S i t e ' A ' Un i t : B1 Ro o m : Be d r o o m 2 ( L e f t ) Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 12 4 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 1 2 . 4 3 4 9 . 7 2 7 7 . 0 6 6 8 7 . 0 1 7 8 . 3 0 9 1 0 9 . 3 8 Fl o o r - L i n o l e u m / T i l e 0 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 00 0 0 0 0 Ce i l i n g - G y p s u m B o a r d 12 4 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 3 6 . 0 4 7 1 2 . 4 3 6 . 2 1 5 4 . 9 7 2 8 . 7 0 1 1 1 . 1 8 7 Wa l l - G y p s u m b o a r d 30 8 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 8 9 . 4 3 6 3 0 . 8 4 1 5 . 4 2 1 2 . 3 3 6 2 1 . 5 8 8 2 7 . 7 5 6 To t a l 5 5 7 1 3 7 . 9 1 9 2 . 9 9 9 8 . 7 0 1 1 0 4 . 3 2 1 0 8 . 6 1 4 8 . 3 3 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n 1 . 8 2 3 . 5 3 3 . 27 3 . 0 3 2 . 8 6 1 . 5 0 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 0 . 2 8 - 1 1 . 0 7 - 5 . 9 3 - 2 . 9 7 - 1 . 9 4 - 3 . 50 dB A N o i s e A b s o r p t i o n L e v e l 2. 9 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 16 2 46 0 . 0 0 4 1 Wi n d o w 48 29 0 . 0 6 0 4 Do o r 0 29 0 2 9 S T C = U p g r a d e d d u a l p a n e l w i n d o w / d o o r To t a l 2 1 0 0 . 0 0 0 3 Tr a n s m i s s i o n L o s s 35 . 1 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 32 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 2 9 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : NW C o r n e r o f S i t e ' A ' Un i t : B1 Ro o m : Be d r o o m 2 ( L e f t ) Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 12 4 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 1 2 . 4 3 4 9 . 7 2 7 7 . 0 6 6 8 7 . 0 1 7 8 . 3 0 9 1 0 9 . 3 8 Fl o o r - L i n o l e u m / T i l e 0 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 00 0 0 0 0 Ce i l i n g - G y p s u m B o a r d 12 4 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 3 6 . 0 4 7 1 2 . 4 3 6 . 2 1 5 4 . 9 7 2 8 . 7 0 1 1 1 . 1 8 7 Wa l l - G y p s u m b o a r d 30 8 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 8 9 . 4 3 6 3 0 . 8 4 1 5 . 4 2 1 2 . 3 3 6 2 1 . 5 8 8 2 7 . 7 5 6 To t a l 5 5 7 1 3 7 . 9 1 9 2 . 9 9 9 8 . 7 0 1 1 0 4 . 3 2 1 0 8 . 6 1 4 8 . 3 3 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n 1 . 8 2 3 . 5 3 3 . 27 3 . 0 3 2 . 8 6 1 . 5 0 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 0 . 2 8 - 1 1 . 0 7 - 5 . 9 3 - 2 . 9 7 - 1 . 9 4 - 3 . 50 dB A N o i s e A b s o r p t i o n L e v e l 2. 9 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 16 2 46 0 . 0 0 4 1 Wi n d o w 48 30 0 . 0 4 8 Do o r 0 30 0 3 0 S T C = U p d g r a d e d d u a l p a n e l w i n d o w / d o o r To t a l 2 1 0 0 . 0 0 0 2 Tr a n s m i s s i o n L o s s 36 . 1 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 33 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 3 0 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : NW C o r n e r o f S i t e ' A ' Un i t : B1 Ro o m : Ma s t e r B e d r o o m Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 12 9 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 1 2 . 8 7 5 1 . 4 8 7 9 . 7 9 4 9 0 . 0 9 8 1 . 0 8 1 1 1 3 . 2 6 Fl o o r - L i n o l e u m / T i l e 0 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 00 0 0 0 0 Ce i l i n g - G y p s u m B o a r d 12 9 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 3 7 . 3 2 3 1 2 . 8 7 6 . 4 3 5 5 . 1 4 8 9 . 0 0 9 1 1 . 5 8 3 Wa l l - G y p s u m b o a r d 36 5 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 0 5 . 9 7 3 6 . 5 4 1 8 . 2 7 1 4 . 6 1 6 2 5 . 5 7 8 3 2 . 8 8 6 To t a l 6 2 3 1 5 6 . 1 6 1 0 0 . 8 9 1 0 4 . 5 1 0 9 . 8 5 1 1 5 . 6 7 1 5 7 . 7 3 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n 0 . 5 1 2 . 4 0 2 . 25 2 . 0 3 1 . 8 1 0 . 4 6 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 1 . 5 9 - 1 2 . 2 0 - 6 . 9 5 - 3 . 9 7 - 2 . 9 9 - 4 . 54 dB A N o i s e A b s o r p t i o n L e v e l 1. 8 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 14 6 46 0 . 0 0 3 7 Wi n d o w 30 26 0 . 0 7 5 4 Do o r 0 26 0 2 6 S T C = S t a n d a r d d u a l p a n e l w i n d o w / d o o r To t a l 1 7 6 0 . 0 0 0 5 Tr a n s m i s s i o n L o s s 33 . 5 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 32 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 2 6 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : NW C o r n e r o f S i t e ' A ' Un i t : B1 Ro o m : Ma s t e r B e d r o o m Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 12 9 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 1 2 . 8 7 5 1 . 4 8 7 9 . 7 9 4 9 0 . 0 9 8 1 . 0 8 1 1 1 3 . 2 6 Fl o o r - L i n o l e u m / T i l e 0 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 00 0 0 0 0 Ce i l i n g - G y p s u m B o a r d 12 9 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 3 7 . 3 2 3 1 2 . 8 7 6 . 4 3 5 5 . 1 4 8 9 . 0 0 9 1 1 . 5 8 3 Wa l l - G y p s u m b o a r d 36 5 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 0 5 . 9 7 3 6 . 5 4 1 8 . 2 7 1 4 . 6 1 6 2 5 . 5 7 8 3 2 . 8 8 6 To t a l 6 2 3 1 5 6 . 1 6 1 0 0 . 8 9 1 0 4 . 5 1 0 9 . 8 5 1 1 5 . 6 7 1 5 7 . 7 3 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n 0 . 5 1 2 . 4 0 2 . 25 2 . 0 3 1 . 8 1 0 . 4 6 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 1 . 5 9 - 1 2 . 2 0 - 6 . 9 5 - 3 . 9 7 - 2 . 9 9 - 4 . 54 dB A N o i s e A b s o r p t i o n L e v e l 1. 8 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 14 6 46 0 . 0 0 3 7 Wi n d o w 30 29 0 . 0 3 7 8 Do o r 0 29 0 2 9 S T C = U p g r a d e d d u a l p a n e l w i n d o w / d o o r To t a l 1 7 6 0 . 0 0 0 2 Tr a n s m i s s i o n L o s s 36 . 3 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 34 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 2 9 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : NW C o r n e r o f S i t e ' A ' Un i t : B1 Ro o m : Ma s t e r B e d r o o m Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 12 9 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 1 2 . 8 7 5 1 . 4 8 7 9 . 7 9 4 9 0 . 0 9 8 1 . 0 8 1 1 1 3 . 2 6 Fl o o r - L i n o l e u m / T i l e 0 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 00 0 0 0 0 Ce i l i n g - G y p s u m B o a r d 12 9 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 3 7 . 3 2 3 1 2 . 8 7 6 . 4 3 5 5 . 1 4 8 9 . 0 0 9 1 1 . 5 8 3 Wa l l - G y p s u m b o a r d 36 5 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 0 5 . 9 7 3 6 . 5 4 1 8 . 2 7 1 4 . 6 1 6 2 5 . 5 7 8 3 2 . 8 8 6 To t a l 6 2 3 1 5 6 . 1 6 1 0 0 . 8 9 1 0 4 . 5 1 0 9 . 8 5 1 1 5 . 6 7 1 5 7 . 7 3 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n 0 . 5 1 2 . 4 0 2 . 25 2 . 0 3 1 . 8 1 0 . 4 6 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 1 . 5 9 - 1 2 . 2 0 - 6 . 9 5 - 3 . 9 7 - 2 . 9 9 - 4 . 54 dB A N o i s e A b s o r p t i o n L e v e l 1. 8 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 14 6 46 0 . 0 0 3 7 Wi n d o w 30 30 0 . 0 3 Do o r 0 30 0 3 0 S T C = U p d g r a d e d d u a l p a n e l w i n d o w / d o o r To t a l 1 7 6 0 . 0 0 0 2 Tr a n s m i s s i o n L o s s 37 . 2 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 35 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 3 0 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : S S i d e o f S i t e ' B ' Un i t : S1 Ro o m : Li v i n g R o o m / K i t c h e n Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 11 6 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 1 1 . 5 5 4 6 . 2 7 1 . 6 1 8 0 . 8 5 7 2 . 7 6 5 1 0 1 . 6 4 Fl o o r - L i n o l e u m / T i l e 11 0 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 2 . 2 3 . 3 3 . 3 3 . 3 3 . 3 2 . 2 Ce i l i n g - G y p s u m B o a r d 28 5 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 8 2 . 7 0 8 2 8 . 5 2 1 4 . 2 6 1 1 . 4 0 8 1 9 . 9 6 4 2 5 . 6 6 8 Wa l l - G y p s u m b o a r d 60 9 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 7 6 . 7 6 0 . 9 3 3 0 . 4 6 5 2 4 . 3 7 2 4 2 . 6 5 1 5 4 . 8 3 7 To t a l 1 1 2 0 2 7 3 . 1 6 1 3 8 . 9 5 1 1 9 . 6 4 1 1 9 . 9 3 1 3 8 . 6 8 1 8 4 . 3 5 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n 2 . 0 6 5 . 0 0 5 . 65 5 . 6 4 5 . 0 1 3 . 7 7 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 0 . 0 4 - 9 . 6 0 - 3 . 5 5 - 0 . 3 6 0 . 2 1 - 1 . 2 3 dB A N o i s e A b s o r p t i o n L e v e l 5. 2 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 38 3 46 0 . 0 0 9 6 Wi n d o w 36 26 0 . 0 9 0 4 Do o r 20 26 0 . 0 4 9 7 2 6 S T C = S t a n d a r d d u a l p a n e l w i n d o w / d o o r To t a l 4 3 9 0 . 0 0 0 3 Tr a n s m i s s i o n L o s s 34 . 7 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 30 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 2 6 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : S S i d e o f S i t e ' B ' Un i t : S1 Ro o m : Li v i n g R o o m / K i t c h e n Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 11 6 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 1 1 . 5 5 4 6 . 2 7 1 . 6 1 8 0 . 8 5 7 2 . 7 6 5 1 0 1 . 6 4 Fl o o r - L i n o l e u m / T i l e 11 0 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 2 . 2 3 . 3 3 . 3 3 . 3 3 . 3 2 . 2 Ce i l i n g - G y p s u m B o a r d 28 5 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 8 2 . 7 0 8 2 8 . 5 2 1 4 . 2 6 1 1 . 4 0 8 1 9 . 9 6 4 2 5 . 6 6 8 Wa l l - G y p s u m b o a r d 60 9 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 7 6 . 7 6 0 . 9 3 3 0 . 4 6 5 2 4 . 3 7 2 4 2 . 6 5 1 5 4 . 8 3 7 To t a l 1 1 2 0 2 7 3 . 1 6 1 3 8 . 9 5 1 1 9 . 6 4 1 1 9 . 9 3 1 3 8 . 6 8 1 8 4 . 3 5 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n 2 . 0 6 5 . 0 0 5 . 65 5 . 6 4 5 . 0 1 3 . 7 7 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 0 . 0 4 - 9 . 6 0 - 3 . 5 5 - 0 . 3 6 0 . 2 1 - 1 . 2 3 dB A N o i s e A b s o r p t i o n L e v e l 5. 2 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 38 3 46 0 . 0 0 9 6 Wi n d o w 36 29 0 . 0 4 5 3 Do o r 20 29 0 . 0 2 4 9 2 9 S T C = U p d g r a d e d d u a l p a n e l w i n d o w / d o o r To t a l 4 3 9 0 . 0 0 0 2 Tr a n s m i s s i o n L o s s 37 . 4 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 32 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 2 9 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) Pr o j e c t N a m e : OC L i n k Lo c a t i o n : S S i d e o f S i t e ' B ' Un i t : S1 Ro o m : Li v i n g R o o m / K i t c h e n Ro o m A b s o r p t i o n Ty p e o f S u r f a c e A r e a (S q f t ) 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 1 2 5 2 5 0 5 0 0 1 0 0 0 2 0 0 0 4 0 0 0 Fl o o r - C a r p e t * 11 6 0. 1 0 . 4 0 . 6 2 0 . 7 0 . 6 3 0 . 8 8 1 1 . 5 5 4 6 . 2 7 1 . 6 1 8 0 . 8 5 7 2 . 7 6 5 1 0 1 . 6 4 Fl o o r - L i n o l e u m / T i l e 11 0 0. 0 2 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 3 0 . 0 2 2 . 2 3 . 3 3 . 3 3 . 3 3 . 3 2 . 2 Ce i l i n g - G y p s u m B o a r d 28 5 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 8 2 . 7 0 8 2 8 . 5 2 1 4 . 2 6 1 1 . 4 0 8 1 9 . 9 6 4 2 5 . 6 6 8 Wa l l - G y p s u m b o a r d 60 9 0. 2 9 0 . 1 0 . 0 5 0 . 0 4 0 . 0 7 0 . 0 9 1 7 6 . 7 6 0 . 9 3 3 0 . 4 6 5 2 4 . 3 7 2 4 2 . 6 5 1 5 4 . 8 3 7 To t a l 1 1 2 0 2 7 3 . 1 6 1 3 8 . 9 5 1 1 9 . 6 4 1 1 9 . 9 3 1 3 8 . 6 8 1 8 4 . 3 5 10 * l o g ( S / A ) S = E x t e r i o r w a l l a r e a , A = S o u n d A b s o r p t i o n 2 . 0 6 5 . 0 0 5 . 65 5 . 6 4 5 . 0 1 3 . 7 7 So u n d S o u r c e A d j u s t m e n t F a c t o r - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 - 6 . 0 0 Co r r e c t i o n F a c t o r f o r A - W e i g h t e d S o u n d L e v e l s - 1 6 . 1 0 - 8 . 6 0 - 3 . 2 0 0 . 00 1 . 2 0 1 . 0 0 A- W e i g h t e d S o u n d A b s o r p t i o n L e v e l - 2 0 . 0 4 - 9 . 6 0 - 3 . 5 5 - 0 . 3 6 0 . 2 1 - 1 . 2 3 dB A N o i s e A b s o r p t i o n L e v e l 5. 2 Ex t e r i o r - I n t e r i o r T r a n s m i s s i o n C a l c u l a t i o n s Ty p e o f S u r f a c e A r e a S T C F r a c t i o n a l A r e a (S q f t ) R a t i n g ( A r e a / 1 0 ^ ( S T C / 1 0 ) ) St u c c o W a l l 38 3 46 0 . 0 0 9 6 Wi n d o w 36 30 0 . 0 3 6 Do o r 20 30 0 . 0 1 9 8 3 0 S T C = U p d g r a d e d d u a l p a n e l w i n d o w / d o o r To t a l 4 3 9 0 . 0 0 0 1 Tr a n s m i s s i o n L o s s 38 . 3 Ex t e r i o r - I n t e r i o r N o i s e R e d u c t i o n ( T r a n s m i s s i o n L o s s - S o u n d A b s o r p t i o n L e v e l ) 33 d B A *C a r p e t a n a l y z e d c o n s i s t e d o f 3 / 8 " L o o p P i l e w i t h P a d So u r c e s : Fu n d a m e n t a l s o f A c c o u s t i c s 4 t h E d i t i o n , L a w r e n c e E . K i n s l e r , 2 0 0 0 . No i s e C o n t r o l i n B u i l d i n g s , C y r i l M . H a r r i s , 1 9 9 4 . In t e r i o r N o i s e C a l c u l a t i o n s W i t h 3 0 S T C W i n d o w s a n d D o o r s So u n d A b s o r p t i o n C o e f f i c i e n t , H z S o u n d A b s o r p t i o n ( S a b i n s ) OC Link Project, Noise & Vibration Impact Analysis City of Anaheim Appendix F APPENDIX F SoundPlan Model General Plan Buildout With Project Noise Calculations Anaheim OC Link Residential Apartments Assessed receiver levels - General Plan Buildout 21 Name Usage Floor X m Dir Y m Z m Ldn dB(A) Leq,d dB(A) Leq,e dB(A) Leq,n dB(A) 1 Site 'A' N Common RM G 1100.8 514.4 74.70 57.3 54.3 51.7 49.6 2 Site 'A' SE RM G 1094.2 458.6 75.00 58.1 55.0 52.2 50.5 3 Site 'A' SW RM G 1050.1 464.0 74.60 57.7 55.3 50.1 50.1 4 Site 'B' Common RM G 1007.9 297.7 74.60 55.3 53.3 46.3 47.6 A Site 'A' NW Corner RM G 1056.0 W 546.6 75.07 70.3 67.2 65.1 62.6 F2 77.87 70.5 67.4 65.3 62.9 F3 80.67 70.4 67.3 65.1 62.8 F4 83.47 70.1 67.0 64.6 62.4 F5 86.27 70.0 66.9 64.5 62.4 B Site 'A' North Side RM G 1115.0 N 547.4 75.07 70.1 66.6 65.5 62.4 F2 77.87 70.5 67.0 65.9 62.8 F3 80.67 70.5 67.0 65.9 62.8 F4 83.47 70.6 67.2 66.0 62.9 F5 86.27 70.7 67.2 66.0 63.0 C Site 'A' East Side RM G 1131.0 E 445.0 75.07 57.5 54.1 52.3 49.9 F2 77.87 59.8 56.3 54.9 52.2 F3 80.67 61.2 57.7 56.4 53.5 F4 83.47 63.8 60.3 59.2 56.1 F5 86.27 64.3 60.8 59.7 56.7 D Site 'A' South Side RM G 1127.9 S 442.0 75.07 56.8 53.4 51.1 49.2 F2 77.87 58.7 55.2 53.4 51.2 F3 80.67 60.0 56.5 54.9 52.5 F4 83.47 61.0 57.5 56.0 53.5 F5 86.27 63.1 59.4 58.1 55.5 E Site 'A' SW Side RM G 1026.3 W 463.7 75.07 66.0 63.7 56.6 58.5 F2 77.87 66.5 64.1 57.4 58.9 F3 80.67 66.6 64.3 57.6 59.1 F4 83.47 66.8 64.4 57.9 59.3 F5 86.27 66.9 64.5 58.0 59.3 F Site 'B' NW Side RM G 989.6 W 330.9 74.83 66.0 63.8 55.7 58.5 F2 77.63 66.7 64.2 57.1 59.2 F3 80.43 67.0 64.5 57.8 59.6 F4 83.23 68.0 65.3 60.1 60.5 F5 86.03 68.4 65.7 61.0 60.9 G Site 'B' North Side RM G 1108.3 N 306.5 74.83 59.6 56.2 54.5 52.1 F2 77.63 61.8 58.3 56.9 54.2 Vista Environmental Page 1 SoundPLAN 7.4 Anaheim OC Link Residential Apartments Assessed receiver levels - General Plan Buildout 21 Name Usage Floor X m Dir Y m Z m Ldn dB(A) Leq,d dB(A) Leq,e dB(A) Leq,n dB(A) F3 80.43 62.3 58.8 57.4 54.7 F4 83.23 62.5 59.1 57.7 54.9 F5 86.03 62.8 59.3 57.9 55.2 H Site 'B' East Side RM G 1096.8 E 244.7 74.83 64.8 60.5 59.0 57.6 F2 77.63 70.2 66.2 65.0 62.7 F3 80.43 71.3 67.4 66.3 63.8 F4 83.23 72.1 68.2 67.1 64.6 F5 86.03 71.8 67.9 66.8 64.3 I Site 'B' South Side RM G 1089.7 S 241.5 74.83 67.2 62.8 61.4 59.9 F2 77.63 73.0 69.0 67.9 65.5 F3 80.43 74.1 70.2 69.1 66.6 F4 83.23 74.4 70.6 69.5 67.0 F5 86.03 74.6 70.8 69.6 67.1 J Site 'B' SW Side RM G 973.6 W 274.2 74.83 66.6 64.2 56.7 59.1 F2 77.63 67.6 64.9 58.7 60.1 F3 80.43 68.5 65.6 60.6 61.1 F4 83.23 69.8 66.7 62.9 62.3 F5 86.03 71.2 68.0 65.2 63.7 Vista Environmental Page 2 SoundPLAN 7.4 An a h e i m O C L i n k R e s i d e n t i a l A p a r t m e n t s So u r c e l e v e l r o a d - G e n e r a l P l a n B u i l d o u t 16 MS V g e s Ni g h t Ve h / h MS V g e s Ev e n i n g Ve h / h Pa v e m e n t t y p e MS V g e s Da y Ve h / h Ro a d KM km AD T Ve h / 2 4 h Gr a d i e n t % 51 5 4 . 0 4 12 1 8 2 . 0 2 Av e r a g e ( o f D G A C a n d P C C ) 14 9 9 7 . 3 0 St a t e R o u t e 9 1 0. 0 0 0 26 2 9 0 0 0. 0 15 6 6 . 9 9 38 9 6 . 7 4 Av e r a g e ( o f D G A C a n d P C C ) 47 7 5 . 5 8 Tu s t i n S t r e e t 0. 0 0 0 83 1 0 0 13 . 1 61 8 . 5 0 15 3 8 . 0 6 Av e r a g e ( o f D G A C a n d P C C ) 18 8 4 . 9 4 La P a l m a A v e n u e 0. 0 0 0 32 8 0 0 0. 0 Vi s t a E n v i r o n m e n t a l 1 So u n d P L A N 7 . 4 An a h e i m O C L i n k R e s i d e n t i a l A p a r t m e n t s So u r c e l e v e l r a i l r o a d - G e n e r a l P l a n B u i l d o u t 15 Ho r n Tr a c k v M a x km / h Lm E ( 7 - 1 9 ) dB ( A ) Lm E ( 2 2 - 7 ) dB ( A ) Lm E ( 1 9 - 2 2 ) dB ( A ) DT r dB Se r . N o . Sr c - O b j I D Ra i l KM DR a dB DR z dB 48 . 0 0 66 . 0 2 60 . 5 7 57 . 1 9 3. 5 0 1 52 2 5 Ra i l r o a d 0. 0 0 0 0. 0 0. 0 Vi s t a E n v i r o n m e n t a l 1 So u n d P L A N 7 . 4 Appendix I – Traffic Impact Analysis October 2017 TRAFFIC IMPAC T ANALYSIS LINK OC ANAHEIM, ORANGE COUNTY, CALIFORNIA October 2017 TRAFFIC IMPAC T ANALYSIS LINK OC ANAHEIM, ORANGE COUNTY, CALIFORNIA Submitted to: Pac Center Acquisitions Partners II, LLC 4000 MacArthur Boulevard, Suite 110 Newport Beach, California 92660 Prepared by: LSA 20 Executive Park, Suite 200 Irvine, California 92614 949.553.0666 Project No. HNS1601 T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» i TABLE OF CONTENTS INTRODUCTION .......................................................................................................... 1 Project Description ........................................................................................................................ 3 METHODOLOGY .......................................................................................................... 5 Intersection Level of Service Methodology ................................................................................... 7 Roadway Segment Level of Service Methodology ........................................................................ 8 Freeway Ramp Intersection Level of Service Methodology .......................................................... 9 Highway Capacity Manual Freeway Facilities Methodology ......................................................... 9 Caltrans Highway Design Manual Ramp Methodology ............................................................... 10 Ramp Queuing Methodology ...................................................................................................... 10 Significance Criteria ..................................................................................................................... 10 Project Fair Share ........................................................................................................................ 11 Highway Capacity Manual Freeway Facilities Analysis ............................................................... 12 TRAFFIC IMPROVEMENT PHASING ANALYSIS ............................................................ 12 EXISTING CONDITIONS .............................................................................................. 12 Existing Circulation System ......................................................................................................... 12 Existing Intersection Level of Service Analysis ............................................................................ 13 Existing Roadway Segment Level of Service Analysis .................................................................. 13 La Palma Avenue Railroad Crossing ............................................................................................ 16 FUTURE (2022) BASELINE CONDITIONS ..................................................................... 17 Future (2022) Baseline Intersection Level of Service Analysis .................................................... 19 Future (2022) Baseline Roadway Segment Level of Service Analysis ......................................... 19 PROJECT IMPACTS .................................................................................................... 21 Trip Generation ........................................................................................................................... 21 Trip Distribution and Assignment................................................................................................ 21 Pacificenter Drive/La Palma Avenue ........................................................................................... 22 EXISTING PLUS PROJECT CONDITION ......................................................................... 22 Existing Plus Project Intersection Level of Service Analysis ........................................................ 26 Existing Plus Project Roadway Segment Level of Service Analysis .............................................. 26 FUTURE (2022) PLUS PROJECT CONDITION ................................................................ 27 Future (2022) Plus Project Intersection Level of Service Summary Analysis .............................. 27 Future (2022) Plus Project Roadway Segment Level of Service Analysis .................................... 27 CONGESTION MANAGEMENT PROGRAM ANALYSIS .................................................. 29 TUSTIN AVENUE OPERATION .................................................................................... 30 ACCESS ANALYSIS ..................................................................................................... 32 Access to Office Parking Lot ........................................................................................................ 35 CALTRANS FACILITY ANALYSIS ................................................................................... 36 T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» ii Existing and Existing Plus Project Conditions .............................................................................. 36 HCM Analysis .................................................................................................................................... 37 HDM Analysis .................................................................................................................................... 38 Ramp Queuing Analysis .................................................................................................................... 38 Future (2022) and Future (2022) Plus Project Conditions .......................................................... 38 HCM Analysis .................................................................................................................................... 38 HDM Analysis .................................................................................................................................... 40 Ramp Queuing Analysis .................................................................................................................... 41 Freeway Analysis Conclusions ..................................................................................................... 42 RECOMMENDATIONS AND CONCLUSION .................................................................. 42 REFERENCES ............................................................................................................. 44 FIGURES Figure 1: Study Area Intersections/Roadway Segments ........................................................................ 2 Figure 2: Site Plan ................................................................................................................................... 4 Figure 3: Existing Geometrics ................................................................................................................. 6 Figure 4: Existing Volumes .................................................................................................................... 14 Figure 5: Cumulative Project Trip Distribution and Assignment .......................................................... 18 Figure 6: Future (2022) Baseline Volumes ........................................................................................... 20 Figure 7: Proposed Pacificenter Drive/La Palma Avenue Intersection Modification ........................... 23 Figure 8: Project Trip Distribution and Assignment ............................................................................. 24 Figure 9: Existing Plus Project Volumes ................................................................................................ 25 Figure 10: Future (2022) Plus Project Volumes .................................................................................... 28 Figure 11: Access Analysis .................................................................................................................... 33 TABLES Table A: Existing Intersection Level of Service Summary ..................................................................... 15 Table B: Existing Roadway LOS Comparison......................................................................................... 15 Table C: Existing Peak-Hour Roadway LOS Comparison ....................................................................... 16 Table D: Cumulative Project Trip Generation....................................................................................... 17 Table E: Future (2022) Intersection Level of Service Summary ........................................................... 19 Table F: Future (2022) Roadway LOS Comparison ............................................................................... 21 Table G: Future (2022) Peak-Hour Roadway LOS Comparison ............................................................ 21 Table H: Link OC Trip Generation ......................................................................................................... 22 Table I: Existing Plus Project Intersection Level of Service Summary .................................................. 26 Table J: Existing Plus Project Roadway LOS Comparison ..................................................................... 26 Table K: Existing Plus Project Peak-Hour Roadway LOS Comparison ................................................... 27 Table L: Future (2022) Plus Project Intersection Level of Service Summary ........................................ 29 Table M: Future (2022) Plus Project Roadway LOS Comparison .......................................................... 29 Table N: Future (2022) Plus Project Peak-Hour Roadway LOS Comparison ........................................ 30 Table O: CMP Intersection LOS Summary ............................................................................................ 30 Table P: Internal Intersection LOS and Queuing Summary .................................................................. 34 T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» iii Table Q: Existing Freeway Facilities Level of Service Summary ........................................................... 37 Table R: Existing HDM Freeway Ramp Analysis .................................................................................... 38 Table S: Existing Freeway On-Ramp Queuing Analysis ......................................................................... 39 Table T: Existing Freeway Off-Ramp Queuing Analysis ........................................................................ 39 Table U: Future (2022) Freeway Facilities Level of Service Summary .................................................. 40 Table V: Future (2022) HDM Freeway Ramp Analysis .......................................................................... 41 Table W: Future (2022) Freeway On-Ramp Queuing Analysis ............................................................. 41 Table X: Future (2022) Freeway Off-Ramp Queuing Analysis .............................................................. 42 APPENDICES A: Traffic Volume Data B: ICU Level of Service Worksheets C: HCM Level of Service Worksheets D: Internal Intersection Queueing and Level of Service Worksheets E: Caltrans Facility Analysis Worksheets T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 1 LINK OC TRAFFIC STUDY LSA has prepared the following analysis to identify traffic impacts resulting from development of the Link OC project in the City of Anaheim (City). LSA has prepared this analysis consistent with the City’s Criteria for Preparation of Traffic Impact Studies and applicable provisions of the California Environmental Quality Act (CEQA). INTRODUCTION The purpose of this traffic study is to identify potential traffic and circulation impacts on intersections, local roadway segments, and adjacent freeway facilities associated with the development of the Link OC project. The Link OC project proposes the construction of two apartment communities (Site A, 192 dwelling units [DUs], and Site B, 214 DUs) comprising a total of 406 apartments and 5,000 square feet (sf) of commercial development within the PacifiCenter. The PacifiCenter consists of 25.71 acres (ac) bounded by La Palma Avenue, Tustin Avenue, the State Route 91 (SR-91) westbound on-ramp, and the Metrolink tracks. The Anaheim Canyon Metrolink station is within the PacifiCenter site. Figure 1 shows the location of the proposed project. In January 2016, the City certified the Anaheim Canyon Specific Plan Environmental Impact Report (EIR 348), which analyzed the effects of the Anaheim Canyon Specific Plan. Concurrent with certification of EIR 348, the City rescinded the PacifiCenter Specific Plan. The project site is located in Development Area 3 (Transit-Oriented Area) of the Anaheim Canyon Specific Plan, which includes a mixture of office, retail, and residential development within the PacifiCenter. The Link OC project is consistent with EIR 348. EIR 348 Mitigation Measure T-5 requires all projects forecast to generate 100 or more peak-hour trips to prepare a traffic improvement phasing analysis to identify when the improvements identified in the 2014 Anaheim Canyon Specific Plan EIR Traffic Impact Study (Appendix G of the Final Certified EIR) shall be designed and constructed. Therefore, this traffic study addresses the timeline for phasing planned circulation improvements by examining direct project impacts. Site access was analyzed, and consistency with the Orange County Congestion Management Program (CMP) and California Department of Transportation (Caltrans) guidelines are also addressed. The proposed project will be constructed in a single phase. Therefore, the traffic analysis examines the phasing of planned circulation improvements in four scenarios: 1. Existing conditions 2. Existing Plus Project conditions 3. Future (2022) conditions 4. Future (2022) Plus Project conditions SOURCE Google Earth: FEET 8004000 N FIGURE 1 I:\HNS1601\G\Link OC\Location&Ints.cdr (4/28/2017) Link OC Project Location and Study Area Intersections/Roadway Segments # LEGEND - Study Area Intersection - Project Site - Study Area Roadway Segments T U S T I N A V E T U S T I N A V E MIRALOMA AVEMIRALOMA AVE LA P A L M A A V E LA P A L M A A V E SR-91SR-91 M I L L E R S T M I L L E R S T G R O V E S T G R O V E S T J E F F E R S O N S T J E F F E R S O N S T V A N B U R E N S T V A N B U R E N S T Segment 1Segment 1 33 36 46 41 42 43 44 40 39 Segment 2Segment 2 Segment 3Segment 3 Segment 4Segment 4 T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 3 Project Description The Link OC project is a transit-adjacent development located within the PacifiCenter. The PacifiCenter hosts the Anaheim Canyon Metrolink Station, which is located on the Inland Empire- Orange County Line. Orange County Transportation Authority (OCTA) and Anaheim Transportation Network buses connect to the Anaheim Canyon Metrolink station, creating a minor transportation hub. As part of the proposed project, redevelopment of the PacifiCenter will facilitate improved multi-modal connection to the Metrolink Station in the form of bicycle connection between the station, the Santa Ana River Trail, Tustin Avenue, and La Palma Avenue. The PacifiCenter consists of 25.71 ac bounded by La Palma Avenue, Tustin Avenue, the SR-91 westbound on-ramp, and the Metrolink railroad tracks. Vehicular access to the site is provided via signalized intersections at Tustin Avenue/Pacificenter Drive and Pacificenter Drive/La Palma Avenue. The Tustin Avenue/Pacificenter Drive intersection offers full access to the site while the Pacificenter Drive/La Palma Avenue intersection provides full inbound access but limits outbound movements to right turns only onto La Palma Avenue. Although not as a result of a traffic impact, the project is modifying the Pacificenter Drive/La Palma Avenue intersection as a project design feature to provide left-turn outbound access. The project would convert one of the two northbound right-turn lanes into a left-turn lane and would add a pedestrian crosswalk to the west side of the intersection. A more detailed discussion of this modification is provided later in the report. The project analysis includes this intersection modification because it presents the worst-case queueing condition between La Palma Avenue and the first internal intersection. Implementation of this project design feature will eliminate the need for project traffic to use the northbound left-turn lanes at Tustin Avenue/La Palma Avenue. The PacifiCenter encompasses several parcels that have different owners. The Link OC project will redevelop the portions of the site (Figure 2) owned by Pac Center Acquisitions Partners II, LLC. The northwest corner of the PacifiCenter is currently used for Metrolink parking. This area will be redeveloped with the 192 DU Site A apartment community. Access to Site A is proposed at the same location as the existing access. A 94,518 sf office building defines the middle of the west side. Surrounding this office building are some surface parking spaces and a large grass area that has historically been considered for the location of a second office tower. The office building will remain, but the area around it will be reconfigured to provide additional surface parking spaces. Metrolink parking, office parking, and bus loading zones will be located within this area. This parking lot will have two points of access from Pacificenter Drive. A right-turn inbound only access is located at the north end of the parking lot. Full access is located at the south side of the parking lot. These access points facilitate bus circulation in a counter-clockwise direction for efficient passenger loading and unloading. South of the office tower is a 25,952 sf office/industrial building and an adjacent parking area. The Link OC project will demolish this building and construct the 214 DU Site B apartment community in its place. Access to Site B will be located in the center of Site B, which will be north of the existing access into the surface parking lot and farther from the hotel access point. As part of the Site B SO U R C E A r c h i t e c t s O r a n g e ( 1 0 / 3 / 2 0 1 7 ) : FE E T 20 0 10 0 0 N FIGURE 2 Site Plan I: \ H N S 1 6 0 1 \ G \ L i n k O C \ S i t e P l a n _ B M . c d r ( 1 0 / 1 3 / 2 0 1 7 ) Link OC T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 5 construction, the northern of the two access points for the hotel will be moved, but full access will be retained. At the northeast corner of the PacifiCenter, the Link OC project will construct a new 5,000 sf retail/restaurant commercial building near the intersection of Tustin Avenue/La Palma Avenue within the existing commercial retail center. This addition will require the restriping of the parking lot. The buildings at 1011/1021 North Tustin Avenue and 1035 North Tustin Avenue, the surrounding parking lot, and access to the parking lot are not altered by the Link OC project. METHODOLOGY This traffic study is prepared consistent with the objectives and requirements of the City’s Criteria for Preparation of Traffic Impact Studies and applicable provisions of CEQA. The City’s Criteria for Preparation of Traffic Impact Studies requires a capacity analysis at intersections and roadway segments where the project contributes at least 51 trips. As requested by the City’s Traffic Engineering staff, the study area analyzed in this report includes the following intersections and roadway segments. For ease of comparison, the intersection numbering matches the numbering used in EIR 348. Figure 1 illustrates the locations of the intersections and roadway segments included in the study area. Figure 3 provides the existing geometrics and traffic control devices at each study area intersection.  Study Area Intersections: 33. Miller Street/La Palma Avenue 36. Grove Street/La Palma Avenue 39. Tustin Avenue/Miraloma Avenue 40. Tustin Avenue/Jefferson Street (unsignalized) 41. Tustin Avenue/La Palma Avenue 42. Tustin Avenue/Pacificenter Drive 43. Tustin Avenue/SR-91 westbound ramps (CMP intersection) 44. Tustin Avenue/SR-91 eastbound ramps (CMP intersection) 46. Pacificenter Drive/La Palma Avenue  Roadway Segments: 1. La Palma Avenue (Miller Street to Tustin Avenue) 2. Tustin Avenue (SR-91 to La Palma Avenue) 3. Tustin Avenue (La Palma Avenue to Jefferson Street) 4. Tustin Avenue (Jefferson Street to Miraloma Avenue) 33 Mi l l e r S t / L a P a l m a A v e 36 Gr o v e S t / L a P a l m a A v e 39 Tustin Ave / Miraloma Ave 40 Tu s t i n A v e / J e f f e r s o n S t 41 Tu s t i n A v e / L a P a l m a A v e 42 Tustin Ave / Pacificenter Dr 43 Tu s t i n A v e / S R - 9 1 W B R a m p s 44 Tu s t i n A v e / S R - 9 1 E B R a m p s 46 Pacificenter Dr / La Palma Ave FIGURE 3 LE G E N D Si g n a l St o p S i g n Fr e e R i g h t T u r n Link OC De f a c t o R i g h t T u r n Existing Geometricsee a e e e xx v v t f aaccc ac c c abe ac c d ccccee e ac c d aaccce aa a c c c e aeacccd ad accd ad acdaccd wv v a e wv v v t t a a c c c e wvvvvt xv t a c c d wt a c c d xvvvt acd accd xx v v v T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 7 The freeway analysis portion of this study is to identify the operation of the freeway mainlines and ramp terminals and the potential impact of the project. This analysis will focus on the freeway facilities that make up, and are directly adjacent to, SR-91 and the Tustin Avenue interchange. This analysis includes the following freeway mainline, on-ramp, and weaving segments:  SR-91 Westbound: 1. Tustin Avenue on-ramp to Kraemer Boulevard off-ramp (mainline) 2. Tustin Avenue on-ramp (merge) 3. Tustin Avenue off-ramp to Tustin Avenue on-ramp (mainline) 4. Tustin Avenue off-ramp (weave) 5. State Route 55 (SR-55) northbound on-ramp to Tustin Avenue off-ramp (mainline)  SR-91 Eastbound: 6. Glassell Street on-ramp to Tustin Avenue off-ramp (mainline) 7. Tustin Avenue off-ramp (weave) 8. Tustin Avenue off-ramp to Tustin Avenue on-ramp (mainline) 9. Tustin Avenue on-ramp (weave) 10. Tustin Avenue on-ramp to SR-55 southbound off-ramp (mainline) Intersection Level of Service Methodology For consistency with the traffic analysis for the Anaheim Canyon Specific Plan and General Plan, spreadsheets applying the intersection capacity utilization (ICU) methodology were used to determine the level of service (LOS) at signalized intersections. The ICU methodology was used to determine the LOS for the signalized study area intersections consistent with City of Anaheim. This methodology compares the volume-to-capacity (v/c) ratios of conflicting turn movements at an intersection, sums up these critical conflicting v/c ratios for each intersection approach, and determines the overall ICU. The Highway Capacity Manual (HCM) 2010 methodology calculates the delay experienced by vehicles passing through the intersection. The resulting ICU or delay is expressed in terms of LOS, where LOS A represents free-flow activity and LOS F represents overcapacity operation. LOS is a qualitative assessment of the quantitative effects of such factors as traffic volume, roadway geometrics, speed, delay, and maneuverability on roadway and intersection operations. LOS criteria for signalized intersections using the ICU methodology are presented below. T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 8 LOS Description A No approach phase is fully utilized by traffic, and no vehicle waits longer than one red indication. Typically, the approach appears quite open, turns are made easily, and nearly all drivers find freedom of operation. B This service level represents stable operation, where an occasional approach phase is fully utilized and a substantial number are nearing full use. Many drivers begin to feel restricted within platoons of vehicles. C This level still represents stable operating conditions. Occasionally, drivers may have to wait through more than one red signal indication, and backups may develop behind turning vehicles. Most drivers feel somewhat restricted, but not objectionably so. D This level encompasses a zone of increasing restriction approaching instability at the intersection. Delays to approaching vehicles may be substantial during short peaks within the peak period; however, enough cycles with lower demand occur to permit periodic clearance of developing queues, thus preventing excessive backups. E Capacity occurs at the upper end of this service level. It represents the most vehicles that any particular intersection approach can accommodate. Full utilization of every signal cycle is attained no matter how great the demand. F This level describes forced-flow operations at low speeds, where volumes exceed capacity. These conditions usually result from queues of vehicles backing up from a restriction downstream. Speeds are reduced substantially, and stoppages may occur for short or long periods of time due to the congestion. In the extreme case, speed can drop to zero. LOS = level of service The relationship between LOS and the ICU value (i.e., the v/c ratio) is as follows: Level of Service Intersection Capacity Utilization A < 0.600 B 0.601–0.700 C 0.701–0.800 D 0.801–0.900 E 0.901–1.000 F > 1.000 Source: City of Anaheim Criteria for Preparation of Traffic Impact Studies. The relationship between LOS and the HCM delay (at unsignalized intersections) is as follows: Level of Service Unsignalized Intersection Delay per Vehicle (seconds) A < 10.0 B 10.0–15.0 C 15.0–25.0 D 25.0–35.0 E 35.0–50.0 F > 50.0 Roadway Segment Level of Service Methodology Daily roadway link v/c ratios were determined using the theoretical daily capacities identified in the traffic study for the Anaheim Canyon Specific Plan. The table below shows the roadway classifications and capacities. T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 9 Type of Arterial Daily Capacity Eight Lanes Divided 75,000 Six Lanes Divided 56,300 Four Lanes Divided 37,500 Four Lanes (Undivided) 25,000 Two Lanes (Undivided) 12,500 Source: Table 6, Anaheim Canyon Specific Plan EIR – Traffic Impact Study (Iteris 2014). EIR = Environmental Impact Report Freeway Ramp Intersection Level of Service Methodology Synchro Version 9.1 computer software was used to determine the LOS based on the HCM methodology. Caltrans uses HCM methodology to determine LOS at intersections along designated State Highways. At signalized intersections, the HCM methodology calculates the average delay experienced for all vehicles traveling through an intersection. The relationship of delay and LOS is summarized below. Consistent with previous Caltrans District 12 and City of Anaheim guidance on freeway analysis of this section of SR-91, freeway analysis will be conducted based on HCM methodology for basic freeway segment, ramp, weaving, and queuing analysis and Caltrans Highway Design Manual (HDM) guidelines for ramp capacity. Level of Service Signalized Intersection HCM Delay per Vehicle (seconds) A < 10.0 B > 10.0 and < 20.0 C > 20.0 and < 35.0 D > 35.0 and < 55.0 E > 55.0 and < 80.0 F > 80.0 HCM = HCM2010 Highway Capacity Manual Highway Capacity Manual Freeway Facilities Methodology Consistent with Caltrans guidelines, the abovementioned segments have been assessed using HCM 2010 analysis methodology. The HCM methodology is similar to the ICU and roadway capacity methodology in that results are reported in LOS grades from LOS A to LOS F, based on vehicle density (passenger car lengths per mile per lane). The LOS and density relationship for mainline freeway segments and ramp and weaving segments are shown below. LOS Density (pc/mi/ln) Mainline Freeway Segments Ramps and Weaving Segments A < 11.0 < 10.0 B > 11.0 - 18.0 > 10.0 - 20.0 C > 18.0 - 26.0 > 20.0 - 28.0 D >26.0 - 35.0 > 28.0 - 35.0 E > 35.0 - 45.0 > 35.0 F Demand Exceeds Capacity Source: Exhibits 11-5, 12-10, and 13-2, HCM2010 Highway Capacity Manual. LOS = Level of Service pc/mi/ln = passenger car lengths per mile per lane T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 10 The HCS 2010 software package was utilized for the HCM analysis of freeway mainline, ramp, and weaving sections. Specifically, the freeway mainline analysis is based on methodologies found in Chapter 11 – Basic Freeway Segments of the HCM while ramps and weaving sections are based on methodologies found in Chapter 13 – Freeway Merge and Diverge Segments, and Chapter 12 – Freeway Weaving Segments, respectively. Caltrans Highway Design Manual Ramp Methodology Analysis of the on- and off-ramps is consistent with design guidelines contained in Chapter 504.3 of the Caltrans HDM.  On-Ramps: ○ Metered Single-Lane On-Ramps: recommended for up to 900 vehicles per hour (vph), or ○ Metered Multilane On-Ramps: when ramp volumes exceed 900 vph ○ When ramp volumes exceed 1,500 vph, a 1,000-foot minimum length auxiliary lane should be provided beyond the ramp convergence point.  Off-Ramps: ○ When design year estimated volumes exceed 1,500 equivalent passenger cars per hour, a two-lane ramp should be provided. ○ Provisions should be made for possible widening to three or more lanes at the crossroads intersection. An auxiliary lane approximately 1,300 feet long should be provided in advance of a two-lane exit. For volumes less than 1,500 but more than 900, a one-lane width exit ramp should be provided with provision for adding an auxiliary lane and an additional lane on the ramp. Ramp Queuing Methodology Queuing for on- and off-ramps have also been analyzed. On-ramp queuing lengths, consistent with previously approved Caltrans District 12 and City of Anaheim analysis, has been calculated based on the Crommelin Methodology nomograph. This methodology develops minimum vehicle storage reservoirs at different confidence levels based on the ratio of vehicular demand versus service rate. This analysis utilizes the 99 percent confidence level on the Crommelin Methodology nomograph in order to present the most conservative queuing calculations. Off-ramp queuing lengths are based on queues calculated by the Synchro software program. Synchro utilizes HCM methodology to assess intersection delay and queuing. Specifically, the 95th percentile queues for any given movement in a signalized intersection are calculated. Significance Criteria The City considers intersections with a v/c ratio of 0.90 (LOS D) as the upper limit of satisfactory operations. A transportation impact on an intersection is considered significant in accordance with T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 11 the following table. The “Final V/C Ratio” includes the future v/c ratio at an intersection, considering traffic from existing conditions, ambient growth, approved/related projects, and the proposed project, but without any proposed mitigation. Level of Service Final V/C Ratio Project-Related Increase in V/C C > 0.700–0.800 ≥ 0.050 D > 0.800–0.900 ≥ 0.030 E or F > 0.901 ≥ 0.010 V/C = volume-to-capacity ratio For roadway segments, the City’s General Plan establishes a target of LOS C. If a segment is found to operate at LOS D, LOS E, or LOS F under daily conditions, its operation is also analyzed under peak- hour conditions. If the roadway segment also operates at LOS D, LOS E, or LOS F under peak-hour conditions and project traffic increases the daily v/c ratio by 0.01 or greater, then the project is determined to have a significant impact. The traffic study for the Anaheim Canyon Specific Plan identified LOS D as the operating standard for freeway ramp intersections within Caltrans District 12. The Orange County CMP stipulates the requirements for maintaining LOS E at CMP intersections or that the project will not result in a cumulative increase of more than 0.10 in v/c ratio if the established LOS standard is worse than LOS E. Project Fair Share Based on the City’s Criteria for Preparation of Traffic Impact Studies, for cumulative long-range analysis (i.e., General Plan Build Out), the project participates in future improvements on a fair- share basis. A project’s equitable share is to be calculated using the following equation: EBTT TP Where: P = the equitable share for the proposed project’s traffic impact T = the vehicle trips generated by the project during the peak hour of the adjacent street, vehicles per hour at the impacted location TB = the General Plan Build Out forecast traffic volume (i.e., the 20-year model or the furthest future model date feasible), vehicles per hour at the impacted location TE = the existing traffic volumes plus approved projects that have not been constructed or occupied, vehicles per hour at the impacted location T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 12 Highway Capacity Manual Freeway Facilities Analysis Caltrans impact criteria states that a target LOS at the transition between LOS C and LOS D is recommended. However, Caltrans also acknowledges that this target may not always be feasible, and if an existing State Highway facility is operating worse than the appropriate target LOS, the existing LOS should be maintained. TRAFFIC IMPROVEMENT PHASING ANALYSIS Consistent with the requirement under EIR 348 Mitigation Measure T-5, the following section identifies when the improvements identified in the Anaheim Canyon Specific Plan EIR Traffic Impact Study (Iteris 2014) would need to be constructed to maintain satisfactory LOS. For each of the scenarios analyzed in this section, existing intersection and roadway geometrics are presumed. If any intersection or roadway segment is found to operate at an unsatisfactory LOS, this section identifies which planned improvements that were previously identified in EIR 348 and the City’s General Plan are required to return the facility to a satisfactory LOS. Thereby, this section determines when previously planned improvements would need to be implemented. EXISTING CONDITIONS Existing Circulation System Key roadways in the vicinity of the proposed project are as follows:  State Route 91: SR-91 is located south of the project site and is expected to facilitate the majority of the regional travel to and from the site. SR-91 begins in the Inland Empire to the east, traverses all of northern Orange County, and terminates at Interstate 110 (I-110) in Los Angeles County. It is a primary east-west commuter route and accommodates more than 230,000 vehicles per day in the vicinity of the project.  Tustin Avenue: Tustin Avenue is a north-south roadway located east of and adjacent to the project site and is classified as a Major Arterial by the City’s General Plan Circulation Element. Between Imperial Highway and SR-91, the roadway is part of the Orange County CMP highway system. Adjacent to the project site, Tustin Avenue is an eight-lane roadway divided by a raised median. North of La Palma Avenue, Tustin Avenue is a six-lane roadway divided by a two-way left-turn lane that acts as a median. Tustin Avenue provides direct access to the project site at the intersection with Pacificenter Drive. The posted speed limit on Tustin Avenue is 40 miles per hour (mph). There are sidewalks provided on both sides of the street. There are no bike lanes, and on-street parking is prohibited.  La Palma Avenue: La Palma Avenue is an east-west roadway located north of the project that provides access to the project site at the intersection with Pacificenter Drive. The route is designated as a Primary Arterial but is not a designated CMP route. The posted speed limit on La Palma Avenue is 40 mph. In the vicinity of the project site, the roadway has six lanes and a raised median. There are sidewalks provided on both sides of the street. There are no bike lanes, and on-street parking is prohibited. T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 13  Pacificenter Drive: Pacificenter Drive traverses the site connecting land uses within to the arterial roadway network at signalized intersections on Tustin Avenue and on La Palma Avenue. Pacificenter Drive is a four-lane roadway with a raised median and is a private street. Sidewalks are provided only on the north and east sides of the street. On-street parking is prohibited. Bike lanes are not provided. Existing Intersection Level of Service Analysis Vehicle turning volumes were collected for the study area intersections during the peak morning (7:00 a.m.–9:00 a.m.) and evening (4:00 p.m.–6:00 p.m.) commute periods. Peak-hour intersection turn volumes were surveyed on a typical weekday (Thursday, April 13, 2017, and Tuesday, April 18, 2016) at the study area intersections. These volumes were taken in 15-minute increments and then totaled as hourly volumes, which is the standard procedure for volume data collection. Figure 4 presents the existing a.m. and p.m. peak-hour turn movement volumes for the study area intersections. The traffic volume data sheets are provided in Appendix A. Table A summarizes the results of the existing a.m. and p.m. peak-hour LOS analysis for the study area intersections. All ICU analysis worksheets are provided in Appendix B. All HCM analysis worksheets are provided in Appendix C. As Table A indicates, all study area intersections operate at an acceptable LOS (i.e., LOS D or better) in the a.m. and p.m. peak hours except for the unsignalized intersection of Tustin Avenue/Jefferson Street. Given the observed traffic volume, this intersection operates at LOS F in the p.m. peak hour in the existing condition due to delay experienced by westbound vehicles attempting to make a left turn. However, this intersection prohibits left turns from 7:00 a.m. to 9:00 a.m. and from 4:00 p.m. to 6:00 p.m. Monday through Friday. The Anaheim Canyon Specific Plan also identified that this intersection operates at LOS F in the p.m. peak hour and indicated that installation of a traffic signal is a General Plan circulation improvement. Prohibition of left turns is a temporary solution for the unsatisfactory delay anticipated for the left- turn movement until a traffic signal can be implemented. In the existing condition, all movements other than the westbound left-turn experience acceptable levels of delay. Similar to the Anaheim Canyon Specific Plan, this traffic analysis calculates the ICU at this intersection to compare without and with project conditions. At the request of the City, this report analyzes legal turn movements at this intersection and shifts westbound left-turn volume to the westbound left-turn at Tustin Avenue/Miraloma Avenue and the southbound through movement at Tustin Avenue/Jefferson Street. Existing Roadway Segment Level of Service Analysis At the time that existing daily traffic volumes were collected (April 2017), Lakeview Avenue, a primary arterial parallel to Tustin Avenue, was closed at Orangethorpe Avenue due to an OC Bridges grade separation project. LSA compared the 2017 traffic volumes to traffic volumes collected prior to the OC Bridges project to determine whether any adjustment would be necessary to account for the temporary changes to the roadway network. After examining the growth rate in traffic volumes by direction, it appeared that changes in travel patterns could have been affected more by increased industrial occupancy than the roadway closure. Therefore, no adjustments to the empirical data were made. Table B summarizes the daily traffic volumes and v/c ratios for the four study area roadway segments in the existing condition. 10 9 / 1 3 9 43 / 18 14 / 66 52 1 / 8 7 4 776 / 735 173 / 204 27 / 3 4 54 / 56 117 / 125 71 / 8 0 63 / 25 59 / 215 65 3 / 8 9 8 442 / 1372 137 / 265 37 / 4 3 26 / 39 78 / 204 33 Mi l l e r S t / L a P a l m a A v e 36 Grove St / La Palma Ave 39 Tustin Ave / Miraloma Ave 50 / 108 14 / 2 6 290 / 534 40 / 7 3 574 / 643 25 / 50 0 / 1 93 / 188 39 / 47 3 / 9 263 / 659 3 / 1 214 / 644 64 / 153 40 Tu s t i n A v e / J e f f e r s o n S t 41 Tustin Ave / La Palma Ave 42 Tustin Ave / Pacificenter Dr 2 / 16 3 / 1 12 3 7 / 8 2 5 1 / 4 884 / 818 40 / 6 3 0 / 6 75 / 88 846 / 401 490 / 1368 0 / 4 57 / 91 132 / 219 43 Tu s t i n A v e / S R - 9 1 W B R a m p s 44 Tustin Ave / SR-91 EB Ramps 46 Pacificenter Dr / La Palma Ave FIGURE 4 LE G E N D XX X / Y Y Y AM / P M V o l u m e Link OC Existing Volumes437 / 115915 / 39 254 / 122 22 / 20 1 / 0 58 / 64 152 / 771383 / 1107 57 / 45 1 3 / 5 4 8 / 3 0 8 / 3 9 25 / 24 2 0 / 9 1 0 8 / 1 4 3 26 / 30 2 / 0 7 1 / 1 1 3 604 / 303 991 / 1186 617 / 4821362 / 1483 35 / 58 87 / 70 2 / 3 200 / 55 2148 / 1928 3 / 0 1 5 7 5 / 1 5 6 4 4 / 8 6 7 2 / 1 2 4 7 2 9 6 / 2 9 2 40 / 731 / 29 2110 / 2916 50 / 35 1 4 0 / 1 6 4 7 5 5 / 8 8 0 1 4 3 8 / 2 1 9 3 1 1 5 7 / 1 1 5 4 55 / 105606 / 999 2 / 12 893 / 1261 475 / 900 2 / 8 0 / 1 80 / 952 / 3 T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 15 Table A: Existing Intersection Level of Service Summary Study Area No. Intersections AM Peak Hour PM Peak Hour V/C Ratio or Delay LOS V/C Ratio or Delay LOS 33 Miller Street/La Palma Avenue 0.29 A 0.42 A 36 Grove Street/La Palma Avenue 0.29 A 0.42 A 39 Tustin Avenue/Miraloma Avenue 0.54 A 0.52 A 40 Tustin Avenue/Jefferson Street 0.39 A 0.41 A HCM 22.6 sec C 131.6 sec F 41 Tustin Avenue/La Palma Avenue 0.60 A 0.66 B 42 Tustin Avenue/Pacificenter Drive 0.44 A 0.50 A 43 Tustin Avenue/SR-91 WB Ramps 0.57 A 0.64 B HCM 21.4 sec C 23.4 sec C 44 Tustin Avenue/SR-91 EB Ramps 0.51 A 0.54 A HCM 16.3 sec B 17.5 sec B 46 Pacificenter Drive/La Palma Avenue 0.23 A 0.28 A = Unsatisfactory LOS EB = eastbound HCM = HCM2010 Highway Capacity Manual LOS = level of service SR-91 = State Route 91 V/C = volume-to-capacity WB = westbound Table B: Existing Roadway LOS Comparison Roadway Segment Mid-Block Lanes Capacity Existing V/C LOS La Palma Avenue (Miller Street to Tustin Road) 6D 56,300 24,550 0.44 A Tustin Avenue (SR-91 to La Palma Avenue) 8D 75,000 66,556 0.89 D Tustin Avenue (La Palma Avenue to Jefferson Street) 6D 56,300 31,219 0.55 A Tustin Avenue (Jefferson Street to Miraloma Avenue) 6D 56,300 28,751 0.51 A = Unsatisfactory LOS, peak-hour analysis required LOS = level of service SR-91 = State Route 91 V/C = volume-to-capacity ratio As Table B illustrates, all study area roadway segments operate at an acceptable LOS (i.e., LOS C or better), with the exception of Tustin Avenue between La Palma Avenue and SR-91. A peak-hour link analysis was conducted to determine whether the roadway segment operates at satisfactory LOS during the peak hours. For purposes of this analysis, peak-hour capacity was calculated using Equation 15-7 from HCM 2000, which is consistent with the methodology used to analyze the Anaheim Canyon Specific Plan. LSA determined that the southbound segment has five lanes of through capacity due to the level of utilization of the two freeway on-ramp lanes during the peak hours and the extension of these two on-ramp lanes as through lanes upstream through the entire segment. Table C provides the peak-hour roadway segment analysis. Based on the results of the peak-hour link analysis, this roadway segment operates with a satisfactory LOS during the critical peak hours. T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 16 Table C: Existing Peak-Hour Roadway LOS Comparison Roadway Segment Mid-Block Lanes g/C Capacity Volume V/C LOS AM Peak Hour NB Tustin Avenue (SR-91 to La Palma Avenue) 4 0.645 4,902 2,394 0.49 A SB Tustin Avenue (SR-91 to La Palma Avenue) 5 0.418 3,971 2,193 0.55 A PM Peak Hour NB Tustin Avenue (SR-91 to La Palma Avenue) 4 0.688 5,229 1,979 0.38 A SB Tustin Avenue (SR-91 to La Palma Avenue) 5 0.540 5,130 3,073 0.60 A g/C = green time to capacity LOS = level of service NB = northbound SB = southbound SR-91 = State Route 91 V/C = volume-to-capacity ratio La Palma Avenue Railroad Crossing The intersection of Pacificenter Drive/La Palma Avenue is immediately to the east of the Metrolink railroad tracks. The railroad track crossing of La Palma Avenue occurs at grade and has been improved to Quiet Zone standards, which permits trains to pass through the crossing without sounding their horns. Railroad gate arms are present at the eastbound and westbound approaches to the railroad tracks, but four-position gate arms (approach and departure side of the railroad tracks) are not necessary because of the raised median. A distance of 280 feet is provided between the eastbound stop bar and the railroad tracks. This report analyzed the eastbound La Palma Avenue traffic volume using a SimTraffic microsimulation to account for the effect of the traffic signal in the queuing calculation. During the p.m. peak hour in the existing condition, the resulting 95th percentile queue is 323 feet, which would result in vehicles queuing past the railroad tracks. Indeed, the Google Street View image for this area (December 2016) shows a queue reaching the railroad tracks. In the picture below, vehicles are queued from the Pacificenter Drive/La Palma Avenue traffic signal to the railroad tracks, additional vehicles are stopped behind the railroad gate arm stop bar, and one vehicle is stopped on the railroad tracks despite the warning signs. Google Street View: La Palma Avenue Railroad Crossing, December 2016 T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 17 While the distance between the eastbound stop bar at Pacificenter Drive/La Palma Avenue and the railroad tracks cannot be changed, engineering solutions might be possible to prevent the queue from blocking the railroad tracks. For example, a traffic pre-signal at the railroad gate stop bar could be connected to loop detectors along La Palma Avenue east of the railroad tracks. As the eastbound queue approaches the railroad tracks, the pre-signal could turn red and prevent queuing onto the railroad tracks. FUTURE (2022) BASELINE CONDITIONS The proposed project is anticipated to be completed by 2022. LSA queried the City’s development records and planning staff and identified three nearby approved or pending projects that could be completed and contribute traffic to the study area by 2022. Figure 5 illustrates the locations of the approved or pending projects. These projects are:  Econolite – 1250 North Tustin Avenue: 79,000 sf office  Escape Room – 1088 North Tustin Avenue: 17,954 sf indoor recreation  Jellco – 1265 North Van Buren Street: 180,162 sf industrial building with 10,644 sf mezzanine LSA calculated trip generation for these projects using trip rates identified in the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition (2012). In the case of indoor recreation use, which does not have published trip generation rates, the operation of the use was considered. LSA considered that a maximum-sized party may arrive and another depart in the same hour. Table D shows the anticipated trip generation for the approved and pending projects. These trips were distributed along the arterial roadway network according to existing traffic patterns. In addition to traffic generated by approved and pending projects, LSA escalated existing roadway and intersection volumes by 1 percent per year, for a total of 3 percent over the next 3 years in order to account for ambient traffic growth. Table D: Cumulative Project Trip Generation Land Use Size Unit ADT AM Peak Hour PM Peak Hour In Out Total In Out Total Trip Rates (land use code)1 General Light Industrial (110) TSF 6.97 0.81 0.11 0.92 0.12 0.85 0.97 General Office (710) TSF 11.03 1.37 0.19 1.56 0.25 1.24 1.49 Cumulative Project Trip Generation 1250 North Tustin Avenue (Office) 79.000 TSF 871 108 15 123 20 98 118 1088 North Tustin Avenue (Escape Room) 17.954 TSF 100 0 0 0 10 10 20 1265 North Van Buren Street (Industrial) 180.162 TSF 1,256 146 20 166 21 154 175 Mezzanine (Office) 10.644 TSF 117 15 2 17 3 13 16 Subtotal 190.806 TSF 1,373 161 22 183 24 167 191 Total Trip Generation 2,345 269 37 306 54 275 329 1 Trip rates referenced from the ITE Trip Generation Manual, 9th Edition (2012). ADT = average daily trips ITE = Institute of Transportation Engineers TSF = thousand square feet 2 / 1 4 2 / 14 13 / 3 13 / 3 33 Mi l l e r S t / L a P a l m a A v e 36 Grove St / La Palma Ave 39 Tustin Ave / Miraloma Ave 5 / 1 1 / 8 19 / 147 5 / 1 8 / 2 40 Tu s t i n A v e / J e f f e r s o n S t 41 Tustin Ave / La Palma Ave 42 Tustin Ave / Pacificenter Dr 10 7 / 2 2 2 / 14 107 / 22 13 / 3 43 Tu s t i n A v e / S R - 9 1 W B R a m p s 44 Tustin Ave / SR-91 EB Ramps 46 Pacificenter Dr / La Palma Ave FIGURE 5 LE G E N D XX X / Y Y Y AM / P M V o l u m e Cu m u l a t i v e P r o j e c t T r i p D i s t r i b u t i o n P e r c e n t a g e Link OC Cumulative Project Trip Distribution and Assignment1 / 65 / 2 0 / 6 91 / 18 136 / 2113 / 83 1 / 5 1 / 6 1 5 / 9 4 227 / 47 1 0 1 / 2 0 32 / 234 1 2 0 / 2 5 1 5 / 1 1 0 1 7 / 1 2 4 13 / 315 / 110 2 / 14 % P: \ H N S 1 6 0 1 \ A p r i l 2 0 1 7 T r a f f i c \ e x c e l \ F i g u r e 5 - C u m u l a t i v e P r o j e c t T r i p D i s t a n d A s s i g n . x l s ( 1 0 / 1 2 / 2 0 1 7 ) T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 19 Future (2022) Baseline Intersection Level of Service Analysis Intersection geometrics at the study area intersections are not anticipated to change by the project opening year. The future a.m. and p.m. peak-hour traffic volumes are shown on Figure 6. Table E summarizes the results of the future a.m. and p.m. peak-hour LOS analysis for the study area intersections. As indicated in Table E, all study area intersections operate at an acceptable LOS in the a.m. and p.m. peak hours in the future (2022) baseline condition (with legal turn movements at the unsignalized intersection of Tustin Avenue/Jefferson Street). Table E: Future (2022) Intersection Level of Service Summary Study Area No. Intersections AM Peak Hour PM Peak Hour V/C Ratio or Delay LOS V/C Ratio or Delay LOS 33 Miller Street/La Palma Avenue 0.30 A 0.44 A 36 Grove Street/La Palma Avenue 0.30 A 0.44 A 39 Tustin Avenue/Miraloma Avenue 0.59 A 0.59 A 40 Tustin Avenue/Jefferson Street 0.40 A 0.43 A HCM 19.7 sec C 27.0 sec D 41 Tustin Avenue/La Palma Avenue 0.64 B 0.74 C 42 Tustin Avenue/Pacificenter Drive 0.48 A 0.55 A 43 Tustin Avenue/SR-91 WB Ramps 0.63 B 0.70 B HCM 22.6 sec C 34.9 sec C 44 Tustin Avenue/SR-91 EB Ramps 0.57 A 0.57 A HCM 18.3 sec B 19.7 sec B 46 Pacificenter Drive/La Palma Avenue 0.24 A 0.29 A = Unsatisfactory LOS EB = eastbound HCM = HCM2010 Highway Capacity Manual LOS = level of service sec = seconds SR-91 = State Route 91 V/C = volume-to-capacity WB = westbound Future (2022) Baseline Roadway Segment Level of Service Analysis Cumulative traffic volumes from approved and pending projects, as well as ambient traffic growth, were also applied to daily roadway traffic volumes. Table F summarizes the daily traffic volumes and v/c ratios for the four study area roadway segments in the future (2022) condition. As Table F illustrates, all study area roadway segments operate at an acceptable LOS (i.e., LOS C or better), with the exception of Tustin Avenue between La Palma Avenue and SR-91. This roadway segment operates at greater than LOS C in the existing condition and continues to operate at greater than LOS C in the future. A peak-hour link analysis was conducted to determine whether the roadway segment operates at satisfactory LOS during the peak hours. Table G provides the peak- hour roadway segment analysis. Based on the results of the peak-hour link analysis, this roadway segment operates with a satisfactory LOS during the critical peak hours. 11 4 / 1 4 6 45 / 19 15 / 69 54 9 / 9 3 2 817 / 786 182 / 214 28 / 3 6 57 / 59 165 / 208 75 / 8 4 66 / 26 62 / 226 69 9 / 9 4 6 477 / 1444 144 / 278 39 / 4 5 27 / 41 82 / 214 33 Mi l l e r S t / L a P a l m a A v e 36 Grove St / La Palma Ave 39 Tustin Ave / Miraloma Ave 58 / 114 306 / 569 15 / 2 7 622 / 822 26 / 53 0 / 1 103 / 198 41 / 49 3 / 9 284 / 694 3 / 1 225 / 676 67 / 161 40 Tu s t i n A v e / J e f f e r s o n S t 41 Tustin Ave / La Palma Ave 42 Tustin Ave / Pacificenter Dr 2 / 17 3 / 1 14 0 6 / 8 8 8 1 / 4 930 / 873 42 / 6 6 0 / 6 79 / 92 995 / 443 528 / 1439 0 / 4 60 / 96 139 / 230 43 Tu s t i n A v e / S R - 9 1 W B R a m p s 44 Tustin Ave / SR-91 EB Ramps 46 Pacificenter Dr / La Palma Ave FIGURE 6 LE G E N D XX X / Y Y Y AM / P M V o l u m e Link OC Future (2022) Baseline Volumes460 / 122316 / 41 267 / 128 23 / 21 1 / 0 61 / 67 160 / 811457 / 1164 60 / 47 1 4 / 5 7 8 / 3 2 8 / 4 1 26 / 25 2 1 / 9 1 1 3 / 1 5 0 27 / 32 2 / 0 7 5 / 1 1 9 634 / 324 1132 / 1263 784 / 5271443 / 1640 38 / 66 92 / 80 2 / 3 210 / 58 2482 / 2071 3 / 0 1 7 1 1 / 1 8 1 3 4 / 8 8 0 7 / 1 3 2 9 3 1 1 / 3 0 7 42 / 733 / 30 2248 / 3296 53 / 37 1 4 7 / 1 7 2 8 0 8 / 1 0 3 4 1 5 2 7 / 2 4 2 7 1 3 3 5 / 1 2 3 7 58 / 110638 / 1063 2 / 13 953 / 1434 512 / 948 2 / 8 84 / 1012 / 3 T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 21 Table F: Future (2022) Roadway LOS Comparison Roadway Segment Mid-Block Lanes Capacity Future V/C LOS La Palma Avenue (Miller Street to Tustin Road) 6D 56,300 26,012 0.46 A Tustin Avenue (SR-91 to La Palma Avenue) 8D 75,000 71,408 0.95 E Tustin Avenue (La Palma Avenue to Jefferson Street) 6D 56,300 33,962 0.60 A Tustin Avenue (Jefferson Street to Miraloma Avenue) 6D 56,300 31,371 0.56 A = Unsatisfactory LOS, peak-hour analysis required LOS = level of service SR-91 = State Route 91 V/C = volume-to-capacity ratio Table G: Future (2022) Peak-Hour Roadway LOS Comparison Roadway Segment Mid-Block Lanes g/C Capacity Volume V/C LOS AM Peak Hour NB Tustin Avenue (SR-91 to La Palma Avenue) 4 0.645 4,902 2,741 0.56 A SB Tustin Avenue (SR-91 to La Palma Avenue) 5 0.418 3,971 2,335 0.59 A PM Peak Hour NB Tustin Avenue (SR-91 to La Palma Avenue) 4 0.688 5,229 2,125 0.41 A SB Tustin Avenue (SR-91 to La Palma Avenue) 5 0.540 5,130 3,461 0.67 B g/C = green time to capacity LOS = level of service NB = northbound SB = southbound SR-91 = State Route 91 V/C = volume-to-capacity ratio PROJECT IMPACTS Trip Generation The Link OC project considers the demolition of 25,952 sf of industrial/office space and the construction of two apartment communities (Site A, 192 DUs, and Site B, 214 DUs) comprising a total of 406 apartments and 5,000 sf of commercial development. The 94,518 sf office, two retail areas, and a hotel that currently exist will remain on the site and are accounted for in the existing traffic volumes collected in the study area. The daily and peak-hour trips for the Link OC project were generated using trip rates contained in the ITE Trip Generation, Ninth Edition (2012). While the PacifiCenter, of which Link OC will be a part, is transit adjacent and mixed-use in nature, no reductions to trip generation have been taken so as to provide a conservative analysis. The project trip generation is presented in Table H. As Table H indicates, the proposed project is anticipated to generate 2,839 new daily trips, 195 a.m. peak-hour trips (22 inbound and 173 outbound), and 246 p.m. peak-hour trips (175 inbound and 71 outbound). Trip Distribution and Assignment Trip distribution defines the regional percentage origins/destinations for a project. To determine trip distribution for the proposed project, LSA considered the results of a select zone assignment from the Anaheim Traffic Analysis Model (ATAM) for a previous project at the PacifiCenter. LSA also considered existing traffic patterns. Traffic from the project site was distributed 30 percent west on SR-91, 30 percent east on SR-91, 10 percent west on La Palma Avenue, 10 percent east on La Palma Avenue, 15 percent north on Tustin Avenue, and 5 percent south on Tustin Avenue. T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 22 Table H: Link OC Trip Generation Land Use Size Unit ADT AM Peak Hour PM Peak Hour In Out Total In Out Total Trip Rates (land use code)1 Apartment (220) DU 6.65 0.10 0.41 0.51 0.40 0.22 0.62 General Office (710) TSF 11.03 1.37 0.19 1.56 0.25 1.24 1.49 Shopping Center (820) TSF 42.70 0.60 0.36 0.96 1.78 1.93 3.71 High-Turnover Restaurant (932) TSF 127.15 5.95 4.86 10.81 5.91 3.94 9.85 Existing Trip Generation to be Replaced 1041 North Pacificenter Drive (Office) 25.952 TSF 286 36 5 41 7 32 39 Project Trip Generation Residential Site A (220) 192 DU 1,277 20 78 98 77 42 119 Residential Site B (220) 214 DU 1,423 22 87 109 86 46 132 Retail (820) 2.500 TSF 107 1 1 2 4 5 9 Restaurant (932) 2.500 TSF 318 15 12 27 15 10 25 Total Project Trip Generation 3,125 58 178 236 182 103 285 Net New Trip Generation 2,839 22 173 195 175 71 246 1 Trip rates referenced from the ITE Trip Generation Manual, 9th Edition (2012). ADT = average daily trips DU = dwelling unit ITE = Institute of Transportation Engineers TSF = thousand square feet Pacificenter Drive/La Palma Avenue Trip assignment also took into account the effect of the proposed modification to the Pacificenter Drive/La Palma Avenue intersection. The modification would convert one of the two northbound right-turn lanes into a left-turn lane and would add a pedestrian crosswalk to the west side of the intersection. This conversion would require renovations to the median, the addition of signalization and detectors to the westbound through movement, and modifications to signal heads and controls. No north-south movement is proposed at this intersection. Driveways on the north side of the street would continue to have right-in/right-out access only. Figure 7 illustrates proposed modifications to the intersection. Figure 8 shows the regional trip distribution and assignment for the project with this intersection modification. The intersection modification has the potential to attract northbound left turns not just from the project land uses, but from the existing land uses as well. Specifically, traffic turning left at Tustin Avenue/Pacificenter Drive but destined for westbound La Palma Avenue would prefer to use the modified intersection. The plus project analysis takes this redistribution into account, but Figure 8 illustrates just the trips associated with the project’s land uses. EXISTING PLUS PROJECT CONDITION The net project trips were added to the existing traffic volumes at the study area intersections and roadway segments. Figure 9 shows the resulting Existing Plus Project a.m. and p.m. peak-hour traffic volumes. N FIGURE 7 Pr o p o s e d P a c i f i c e n t e r D r i v e / L a P a l m a A v e n u e Intersection Modification I: \ H N S 1 6 0 1 \ G \ L a P a l m a - P a c i f i c e n t e r D r . c d r ( 1 0 / 1 2 / 2 0 1 7 ) Link OC LA P A L M A A V E LA P A L M A A V E PA C I F I C E N T E R D R PA C I F I C E N T E R D R LE G E N D - C r o s s w a l k - P e d e s t r i a n M e d i a n 18 / 1 0 18 / 10 6 / 1 8 6 / 18 33 Mi l l e r S t / L a P a l m a A v e 36 Grove St / La Palma Ave 39 Tustin Ave / Miraloma Ave 6 / 18 14 / 8 1 / -13 9 / 5 88 / 50 29 / 16 40 Tu s t i n A v e / J e f f e r s o n S t 41 Tustin Ave / La Palma Ave 42 Tustin Ave / Pacificenter Dr 17 / 5 5 6 / 18 17 / 55 6 / 18 43 Tu s t i n A v e / S R - 9 1 W B R a m p s 44 Tustin Ave / SR-91 EB Ramps 46 Pacificenter Dr / La Palma Ave FIGURE 8 LE G E N D XX X / Y Y Y AM / P M V o l u m e Pr o j e c t T r i p D i s t r i b u t i o n P e r c e n t a g e Link OC Project Trip Distribution and Assignment39 / 35 52 / 29 3 / 954 / 31 9 / 5 2 0 / 6 4 5 4 / 3 1 6 3 / 3 6 9 / 27 29 / 16 37 / 119 2 7 / 1 5 -21 / -25 13 / 7 9 / 59 / 27 9 / 2 7 27 / 159 / 27 10 % 15 % 10 % 30 % 30 % 5% % P: \ H N S 1 6 0 1 \ A p r i l 2 0 1 7 T r a f f i c \ e x c e l \ F i g u r e 8 - P r o j e c t T r i p D i s t a n d A s s i g n . x l s ( 7 / 1 9 / 2 0 1 7 ) 10 9 / 1 3 9 43 / 18 14 / 66 53 9 / 8 8 4 794 / 745 173 / 204 27 / 3 4 54 / 56 157 / 198 71 / 8 0 63 / 25 59 / 215 65 9 / 9 1 6 448 / 1390 137 / 265 37 / 4 3 26 / 39 78 / 204 33 Mi l l e r S t / L a P a l m a A v e 36 Grove St / La Palma Ave 39 Tustin Ave / Miraloma Ave 50 / 108 296 / 552 14 / 2 6 574 / 643 25 / 50 0 / 1 107 / 196 40 / 34 3 / 9 272 / 664 3 / 1 243 / 660 152 / 203 40 Tu s t i n A v e / J e f f e r s o n S t 41 Tustin Ave / La Palma Ave 42 Tustin Ave / Pacificenter Dr 2 / 16 3 / 1 12 5 4 / 8 8 0 1 / 4 884 / 818 40 / 6 3 0 / 6 81 / 106 863 / 456 490 / 1368 0 / 4 63 / 109 132 / 219 43 Tu s t i n A v e / S R - 9 1 W B R a m p s 44 Tustin Ave / SR-91 EB Ramps 46 Pacificenter Dr / La Palma Ave FIGURE 9 LE G E N D XX X / Y Y Y AM / P M V o l u m e Link OC Existing Plus Project Volumes478 / 909 2 / 8 39 / 35 132 / 1252 / 3 1 1 7 7 / 1 2 1 8 55 / 105615 / 1004 2 / 12 947 / 1292 1 4 0 / 1 6 4 8 0 9 / 9 1 1 1 5 0 1 / 2 2 2 9 6 9 9 / 1 2 6 2 2 9 6 / 2 9 2 40 / 740 / 56 2139 / 2932 50 / 35 237 / 174 2148 / 1928 3 / 0 1 6 2 4 / 1 6 6 4 4 / 8 583 / 278 1004 / 1193 626 / 4871371 / 1510 35 / 58 87 / 70 2 / 3 7 1 / 1 1 3 1 3 / 5 4 8 / 3 0 8 / 3 9 25 / 24 2 0 / 9 1 0 8 / 1 4 3 26 / 30 2 / 0 464 / 117415 / 39 254 / 122 22 / 20 1 / 0 58 / 64 152 / 771392 / 1134 57 / 45 T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 26 Existing Plus Project Intersection Level of Service Analysis Table I summarizes the results of the Existing Plus Project a.m. and p.m. peak-hour LOS analysis for all study area intersections. As Table I indicates, all study area intersections are anticipated to operate at an acceptable LOS (i.e., LOS D or better) in the a.m. and p.m. peak hours with implementation of the proposed project (with legal turn movements at the unsignalized intersection of Tustin Avenue/Jefferson Street). Table I: Existing Plus Project Intersection Level of Service Summary Study Area No. Intersections Baseline Plus Project AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour V/C Ratio LOS V/C Ratio LOS V/C Ratio LOS V/C Ratio LOS 33 Miller Street/La Palma Avenue 0.29 A 0.42 A 0.29 A 0.42 A 36 Grove Street/La Palma Avenue 0.29 A 0.42 A 0.29 A 0.42 A 39 Tustin Avenue/Miraloma Avenue 0.57 A 0.57 A 0.57 A 0.57 A 40 Tustin Avenue/Jefferson Street 0.38 A 0.39 A 0.38 A 0.40 A HCM 18.6 sec C 23.8 sec C 18.7 sec C 28.9 sec D 41 Tustin Avenue/La Palma Avenue 0.60 A 0.66 B 0.60 A 0.66 B 42 Tustin Avenue/Pacificenter Drive 0.44 A 0.50 A 0.47 A 0.53 A 43 Tustin Avenue/SR-91 WB Ramps 0.57 A 0.64 B 0.59 A 0.66 B HCM 21.4 sec C 23.4 sec C 21.7 sec C 25.1 sec C 44 Tustin Avenue/SR-91 EB Ramps 0.51 A 0.54 A 0.52 A 0.56 A HCM 16.3 sec B 17.5 sec B 16.5 sec B 17.9 sec B 46 Pacificenter Drive/La Palma Avenue 0.23 A 0.28 A 0.28 A 0.33 A = Unsatisfactory LOS EB = eastbound HCM = HCM2010 Highway Capacity Manual LOS = level of service sec = seconds SR-91 = State Route 91 V/C = volume-to-capacity WB = westbound Based on the City’s criteria for determining significant traffic impacts (as described in the Methodology section of this report and as applied in the Anaheim Canyon Specific Plan EIR Traffic Study), the proposed project is not expected to result in a significant impact at any of the study area intersections. Existing Plus Project Roadway Segment Level of Service Analysis Table J summarizes the daily traffic volumes and v/c ratios for the four study area roadway segments with the addition of project traffic. Table J: Existing Plus Project Roadway LOS Comparison Roadway Segment Mid-Block Lanes Capacity Baseline V/C LOS Plus Project V/C LOS La Palma Avenue (Miller Street to Tustin Road) 6D 56,300 24,550 0.44 A 24,863 0.44 A Tustin Avenue (SR-91 to La Palma Avenue) 8D 75,000 66,556 0.89 D 68,587 0.91 E Tustin Avenue (La Palma Avenue to Jefferson Street) 6D 56,300 31,219 0.55 A 31,688 0.56 A Tustin Avenue (Jefferson Street to Miraloma Avenue) 6D 56,300 28,751 0.51 A 29,220 0.52 A = Unsatisfactory LOS, peak-hour analysis required LOS = level of service SR-91 = State Route 91 V/C = volume-to-capacity ratio T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 27 As Table J illustrates, all study area roadway segments operate at an acceptable LOS (i.e., LOS C or better), with the exception of Tustin Avenue between La Palma Avenue and SR-91. This roadway segment operates at greater than LOS C in the existing condition and continues to operate at greater than LOS C with the addition of project traffic. A peak-hour link analysis was conducted to determine whether the roadway segment operates at satisfactory LOS during the peak hours. Table K provides the peak-hour roadway segment analysis. Based on the results of the peak-hour link analysis, this roadway segment operates with a satisfactory LOS during the critical peak hours. Table K: Existing Plus Project Peak-Hour Roadway LOS Comparison Roadway Segment Mid-Block Lanes g/C Capacity Volume V/C LOS AM Peak Hour NB Tustin Avenue (SR-91 to La Palma Avenue) 4 0.645 4,902 2,431 0.50 A SB Tustin Avenue (SR-91 to La Palma Avenue) 5 0.418 3,971 2,310 0.58 A PM Peak Hour NB Tustin Avenue (SR-91 to La Palma Avenue) 4 0.688 5,229 2,098 0.40 A SB Tustin Avenue (SR-91 to La Palma Avenue) 5 0.540 5,130 3,140 0.61 B g/C = green time to capacity LOS = level of service NB = northbound SB = southbound SR-91 = State Route 91 V/C = volume-to-capacity ratio FUTURE (2022) PLUS PROJECT CONDITION Traffic generated by the project was added to the future (2022) traffic volumes at each study area intersection and roadway segment. Figure 10 illustrates the resulting future (2022) plus project a.m. and p.m. peak-hour traffic volumes. Future (2022) Plus Project Intersection Level of Service Summary Analysis Table L summarizes the results of the future (2022) plus project a.m. and p.m. peak-hour LOS analysis for all study area intersections. As Table L indicates, all study area intersections are anticipated to operate at an acceptable LOS (i.e., LOS D or better) in the a.m. and p.m. peak hours with implementation of the proposed project (with legal turn movements at the unsignalized intersection of Tustin Avenue/Jefferson Street). Based on the City’s criteria for determining significant traffic impacts (as described in the Methodology section of this report and as applied in the Anaheim Canyon Specific Plan EIR Traffic Study), the proposed project is not expected to result in a significant impact at any of the study area intersections. Future (2022) Plus Project Roadway Segment Level of Service Analysis Table M summarizes the daily traffic volumes and v/c ratios for the four study area roadway segments with the addition of project traffic. 11 4 / 1 4 6 45 / 19 15 / 69 56 7 / 9 4 2 835 / 796 182 / 214 28 / 3 6 57 / 59 165 / 208 75 / 8 4 66 / 26 62 / 226 70 5 / 9 6 4 483 / 1462 144 / 278 39 / 4 5 27 / 41 82 / 214 33 Mi l l e r S t / L a P a l m a A v e 36 Grove St / La Palma Ave 39 Tustin Ave / Miraloma Ave 58 / 114 312 / 587 15 / 2 7 622 / 822 26 / 53 0 / 1 117 / 206 42 / 36 3 / 9 293 / 699 3 / 1 254 / 692 155 / 211 40 Tu s t i n A v e / J e f f e r s o n S t 41 Tustin Ave / La Palma Ave 42 Tustin Ave / Pacificenter Dr 2 / 17 3 / 1 14 2 3 / 9 4 3 1 / 4 930 / 873 42 / 6 6 0 / 6 85 / 110 1012 / 498 528 / 1439 0 / 4 66 / 114 139 / 230 43 Tu s t i n A v e / S R - 9 1 W B R a m p s 44 Tustin Ave / SR-91 EB Ramps 46 Pacificenter Dr / La Palma Ave FIGURE 10 LE G E N D XX X / Y Y Y AM / P M V o l u m e Link OC Future (2022) Plus Project Volumes487 / 123816 / 41 267 / 128 23 / 21 1 / 0 61 / 67 160 / 811466 / 1191 60 / 47 1 4 / 5 7 8 / 3 2 8 / 4 1 26 / 25 2 1 / 9 1 1 3 / 1 5 0 27 / 32 2 / 0 7 5 / 1 1 9 613 / 299 1145 / 1270 793 / 5321452 / 1667 38 / 66 92 / 80 2 / 3 247 / 177 2482 / 2071 3 / 0 1 7 2 0 / 1 8 4 0 4 / 8 8 3 4 / 1 3 4 4 3 1 1 / 3 0 7 42 / 742 / 57 2277 / 3312 53 / 37 1 4 7 / 1 7 2 8 6 2 / 1 0 6 5 1 5 9 0 / 2 4 6 3 1 3 5 5 / 1 3 0 1 58 / 110647 / 1068 2 / 13 1007 / 1465 515 / 957 2 / 8 39 / 35 136 / 1302 / 3 T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 29 Table L: Future (2022) Plus Project Intersection Level of Service Summary Study Area No. Intersections Baseline Plus Project AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour V/C Ratio LOS V/C Ratio LOS V/C Ratio LOS V/C Ratio LOS 33 Miller Street/La Palma Avenue 0.30 A 0.44 A 0.30 A 0.44 A 36 Grove Street/La Palma Avenue 0.30 A 0.44 A 0.31 A 0.44 A 39 Tustin Avenue/Miraloma Avenue 0.59 A 0.59 A 0.60 A 0.60 A 40 Tustin Avenue/Jefferson Street 0.40 A 0.43 A 0.40 A 0.43 A HCM 19.7 sec C 27.0 sec D 11.8 sec B 21.0 sec C 41 Tustin Avenue/La Palma Avenue 0.64 B 0.74 C 0.64 B 0.74 C 42 Tustin Avenue/Pacificenter Drive 0.48 A 0.55 A 0.49 A 0.58 A 43 Tustin Avenue/SR-91 WB Ramps 0.63 B 0.70 B 0.64 B 0.72 C HCM 22.6 sec C 34.9 sec C 23.0 sec C 38.9 sec D 44 Tustin Avenue/SR-91 EB Ramps 0.57 A 0.57 A 0.57 A 0.59 A HCM 18.3 sec B 19.7 sec B 18.5 sec B 20.2 sec C 46 Pacificenter Drive/La Palma Avenue 0.24 A 0.29 A 0.29 A 0.34 A = Unsatisfactory LOS EB = eastbound HCM = HCM2010 Highway Capacity Manual LOS = level of service sec = seconds SR-91 = State Route 91 V/C = volume-to-capacity WB = westbound Table M: Future (2022) Plus Project Roadway LOS Comparison Roadway Segment Mid-Block Lanes Capacity Baseline V/C LOS Plus Project V/C LOS La Palma Avenue (Miller Street to Tustin Road) 6D 56,300 26,012 0.46 A 26,325 0.47 A Tustin Avenue (SR-91 to La Palma Avenue) 8D 75,000 71,408 0.95 E 73,439 0.98 E Tustin Avenue (La Palma Avenue to Jefferson Street) 6D 56,300 33,962 0.60 A 34,431 0.61 B Tustin Avenue (Jefferson Street to Miraloma Avenue) 6D 56,300 31,371 0.56 A 31,839 0.57 A = Unsatisfactory LOS, peak-hour analysis required LOS = level of service SR-91 = State Route 91 V/C = volume-to-capacity ratio As Table M illustrates, all study area roadway segments operate at an acceptable LOS (i.e., LOS C or better), with the exception of Tustin Avenue between La Palma Avenue and SR-91. This roadway segment operates at greater than LOS C in the Existing condition and continues to operate at greater than LOS C with the addition of Future Plus Project traffic. A peak-hour link analysis was conducted to determine whether the roadway segment operates at satisfactory LOS during the peak hours. Table N provides the peak-hour roadway segment analysis. Based on the results of the peak-hour link analysis, this roadway segment operates with a satisfactory LOS during the critical peak hours. CONGESTION MANAGEMENT PROGRAM ANALYSIS The following CMP intersections are located within the study area:  43. Tustin Avenue/SR-91 WB Ramps  44. Tustin Avenue/SR-91 EB Ramps T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 30 Table N: Future (2022) Plus Project Peak-Hour Roadway LOS Comparison Roadway Segment Mid-Block Lanes g/C Capacity Volume V/C LOS AM Peak Hour NB Tustin Avenue (SR-91 to La Palma Avenue) 4 0.645 4,902 2,778 0.57 A SB Tustin Avenue (SR-91 to La Palma Avenue) 5 0.418 3,971 2,452 0.62 B PM Peak Hour NB Tustin Avenue (SR-91 to La Palma Avenue) 4 0.688 5,229 2,244 0.43 A SB Tustin Avenue (SR-91 to La Palma Avenue) 5 0.540 5,130 3,528 0.69 B g/C = green time to capacity LOS = level of service NB = northbound SB = southbound SR-91 = State Route 91 V/C = volume-to-capacity ratio The Orange County CMP stipulates the requirements for maintaining LOS E at CMP intersections. Table O summarizes the LOS calculations for these two intersections. Table O shows that LOS E or better is anticipated at the CMP intersections. Table O: CMP Intersection LOS Summary Intersection No Project Plus Project Change With Project AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour ICU LOS ICU LOS ICU LOS ICU LOS AM PM 43. Tustin Avenue/SR-91 WB Ramps Existing 0.57 A 0.64 B 0.59 A 0.66 B 0.02 0.02 2022 0.63 B 0.70 B 0.64 B 0.72 C 0.01 0.02 44. Tustin Avenue/SR-91 EB Ramps Existing 0.51 A 0.54 A 0.52 A 0.56 A 0.01 0.02 2022 0.57 A 0.57 A 0.57 A 0.59 A 0.00 0.02 = Unsatisfactory LOS CMP = Congestion Management Program EB = eastbound ICU = intersection capacity utilization LOS = level of service SR-91 = State Route 91 WB = westbound TUSTIN AVENUE OPERATION The traffic analysis presented above considered the operation of each intersection in isolation from all other intersections in the roadway network. This is a reasonable methodology for most intersections where the spacing between intersections prevents queue formation at one intersection from affecting the operation of an adjacent intersection. However, the roadway segment of Tustin Avenue between La Palma Avenue and SR-91 is the highest volume roadway in the City and has four signalized intersections within 1,985 feet (0.37 mile). Under these conditions, operation of adjacent intersections and traffic flow through the corridor can affect the operation of individual intersections.LSA prepared a traffic microsimulation using SimTraffic software for Tustin Avenue between La Palma Avenue and SR-91 for the Future (2022) Plus Project scenario to identify potential operational issues at the time of project opening. The simulation shows that while the ICU analysis of Tustin Avenue/Pacificenter Drive indicates an acceptable LOS, localized congestion can occur due to interaction between adjacent traffic signals and queueing. Because the Tustin Avenue/ T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 31 Pacificenter Drive intersection is in the middle of this segment, congestion here affects progression along the corridor. In its current configuration, the northbound left-turn pocket at the Tustin Avenue/Pacificenter Drive intersection provides 200 feet of storage. During the a.m. peak hour, the anticipated 95th percentile queue (i.e., the length of the queue that would not be exceeded 95 percent of the time) is 190 feet, which would be accommodated by the existing left-turn pocket. During the p.m. peak hour, however, the anticipated 95th percentile queue is 284 feet, which would exceed the existing left-turn pocket. Queuing worksheets are provided in Appendix D. Queuing calculations also show that in the p.m. peak hour, the 95th percentile queue formed by northbound vehicles traveling through the intersection could block access to the existing northbound left-turn pocket in the p.m. peak hour. The traffic microsimulation indicates that blockage of the northbound left-turn lane occurs frequently. This is because the number one through lane leads to the three left-turn lanes at La Palma Avenue, which is a high-volume movement. All vehicles wanting to make a northbound left turn at Tustin Avenue/La Palma Avenue must use the number one through lane at Tustin Avenue/Pacificenter Drive or cross over a solid white line in violation of the California Vehicle Code. The uneven lane utilization leads to blockage of the Pacificenter Drive northbound left-turn lane, which then contributes to longer queues in the number one lane. Because the northbound left-turn volume is higher than the southbound left-turn volume, the traffic signal will give a green light to northbound through traffic while southbound through traffic still has a red light. The southbound through volumes and northbound left-turn volumes compete for green time at the signal as they cannot both proceed through the intersection at the same time. In the a.m. peak hour, when southbound through volume and northbound left volume are both high, queues form at the southbound approach. During the a.m. peak hour, the average queue of southbound through vehicles at Tustin Avenue/Pacificenter Drive is 210 feet, which is sufficient to block access to the right-in/right-out driveway from the Link OC commercial retail center. This is the average queue, which means that half the time it is even longer. Two options are available to address the operational concern of northbound left-turn queuing at the intersection of Tustin Avenue/Pacificenter Drive exceeding the available storage. The left-turn pocket could be extended to at least 280 feet to accommodate the 95th percentile queue, or a second northbound left-turn lane could be added complimentary to the dual left-turn lanes provided in the southbound direction at the SR-91 westbound ramps. Extending the left-turn pocket would ensure that queues for northbound left-turning and through traffic do not interfere with each other. However, extending the left-turn pocket does not improve the southbound through queueing and blockage of the commercial retail center right-in/right-out driveway. Adding a second northbound left-turn lane would provide sufficient storage space to hold the 95th percentile queue. This modification would also mean that less time would be required for the northbound left-turn volume to proceed through the intersection, which would increase the amount of time available for the southbound through volume. However, access to the dual northbound left-turn lanes might still be blocked by northbound through vehicles. T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 32 In order to improve the operation of Tustin Avenue/Pacificenter Drive and progression along Tustin Avenue, LSA recommends the addition of a second northbound left-turn lane and rephasing the traffic signal to a lagging northbound left turn. A lagging northbound left-turn phase would ensure the left-turning vehicles would be able to access the turn pocket during the northbound through phase and would be able to clear the intersection during the same cycle. A lagging northbound left- turn phase would have the added benefit of discouraging cut-through traffic from using Pacificenter Drive. Implementing these operational improvements at this intersection will improve the flow of vehicles into and around the project site. ACCESS ANALYSIS Similar to the roadway progression analysis described above, Synchro computer software was used to calculate intersection LOS at the unsignalized intersections within the PacifiCenter. Queuing calculations were derived from SimTraffic microsimulations to account for the effect of the traffic signals at the access intersections, which could lead to longer queues. These analysis is provided for the a.m. and p.m. peak hours of the adjacent arterials. LOS and queuing worksheets are provided in Appendix D. Table P presents LOS and queueing calculations in the project opening year (2022) with the Link OC project volumes. The locations listed in Table P are identified on Figure 11. The analysis in Table P includes the effect of modifying the intersection of Pacificenter Drive/La Palma Avenue to allow for northbound left turns out of the site. The addition of left-turning traffic presents a worst-case traffic volume and queueing condition. As Table P shows, queues forming from La Palma Avenue are not anticipated to interfere with the first internal intersection. Also, no queues are anticipated to form on Pacificenter Drive in excess of the available turn pockets. Below is a narrative for each of the access locations along Pacificenter Drive that could potentially be affected by the Link OC project.  Access to Site A – Commercial Retail Center: This intersection is forecast to operate at LOS B during both the a.m. and p.m. peak hours. Southbound queues are calculated to be one vehicle or fewer and should not interfere with the operation of the Pacificenter Drive/La Palma Avenue intersection. Outbound queues in either the eastbound or westbound direction are forecast to be two vehicles or fewer. Exiting Site A, a queue of two vehicles would extend behind two of the parking spaces closest to Pacificenter Drive. However, these parking spaces in front of the leasing office are reserved for prospective tenants and are less likely to be occupied and vacated during the peak commute periods. If a vehicle were attempting to vacate one of these two parking spaces, operation of the gate leaving the parking structure would create appropriate gaps in traffic. A separate analysis was conducted for this intersection during the lunchtime peak hour. According to data in ITE Trip Generation, trip generation rates for retail uses are approximately the same in the midday peak hour as in the p.m. peak hour. Restaurant uses generate approximately 117 percent of p.m. peak-hour trips in the midday peak hour. Fast-food restaurants generate approximately 250 percent of p.m. peak-hour trips in the midday peak hour. These higher inbound and outbound trips were applied to this intersection. The analysis identified a 95th percentile queue of 71 feet for northbound Pacificenter Drive at La Palma SO U R C E A r c h i t e c t s O r a n g e ( 1 0 / 3 / 2 0 1 7 ) : FE E T 20 0 10 0 0 N FIGURE 1 1 Access Analysis I: \ H N S 1 6 0 1 \ G \ L i n k O C \ A c c e s s _ A n a l y s i s . c d r ( 1 0 / 1 3 / 2 0 1 7 ) Link OC A B C DH E F G T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 34 Table P: Internal Intersection LOS and Queuing Summary Intersection Level of Service Queueing AM Peak Hour PM Peak Hour Lane Storage Length (ft) 95th Percentile Queue (ft) ICU/Delay (sec) LOS ICU/Delay (sec) LOS AM PM A. Pacificenter Drive/La Palma Avenue 0.29 A 0.34 A NBL 138 27 31 NBR 138 31 67 B. Site A – Retail 10.10 B 10.80 B NBL 85 11 28 NBTR 250 0 0 SBL 75 11 16 SBR 135 6 0 EB 23 57 55 WB 100 46 31 C. Office/Metrolink (northern) 0.00 A 0.00 A SBR 165 8 15 D. Pacificenter Drive/Pacificenter Drive 10.30 B 9.80 A NBR 200 49 64 SBLT 45 35 38 WBL 55 75 74 WBR 300 42 51 E. Office/Metrolink (southern) 10.90 B 13.20 B SBR 200 0 0 EB 30 33 41 F. Jerome’s/Remart (southern) 9.20 A 13.20 B SBL 200 5 7 WB 20 55 48 G. Site B 8.70 A 8.70 A EB 15 31 32 H. Jerome’s/Remart (northern) 10.50 B 10.60 B NB 22 44 52 WBL 105 25 26 Note: Storage length is measured from the stop bar to the end of lane striping EB = eastbound ft = feet ICU = intersection capacity utilization LOS = level of service NB = northbound NBL = northbound left NBR = northbound right NBTR = northbound through right SBL = southbound left SBLT = southbound left through SBR = southbound right sec = seconds WB = westbound WBL = westbound left WBR = westbound right Avenue. This queue is not anticipated to interfere with the Site A-Commercial Retail Center intersection. The intersection of Site A-Commercial Retail Center would continue to operate at LOS B with similar queues to those identified in Table P.  Northern Access to Office/Metrolink Parking: Slowing to make a right turn at this right-in only access is anticipated to result in a queue of one vehicle or fewer.  Pacificenter Drive and Pacificenter Drive: This is the intersection formed at the junction of the two roads leading into the site from La Palma Avenue and Tustin Avenue. With traffic from the Link OC project in 2022, the intersection is forecast to operate at LOS B during the a.m. peak hour and LOS A during the p.m. peak hour. In the westbound direction, a 95th percentile queue of approximately three vehicles is anticipated, which would extend to the median break. This queue would not affect the ability of vehicles on Pacificenter Drive to turn left into the 1035 North Tustin Avenue commercial retail center. However, if a vehicle were attempting to exit the retail center driveway and turn left on Pacificenter Drive they would be delayed by a queue of three vehicles. However, the delay at this intersection would still result in a satisfactory level of service according to City guidelines, and vehicles would at all times be able to use the southern access. Therefore, the project’s impact would be less than significant. T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 35  Southern Access to/from Office/Metrolink Parking: This analysis considered the effects of all outbound traffic from the office/Metrolink parking area occurring at this intersection. Under these conditions, the intersection is forecast to operate at LOS B during both the a.m. and p.m. peak hours. The eastbound queue of vehicles exiting the site is forecast to extend as long as four vehicles (calculated 95th percentile queue is 92 feet) during the p.m. peak hour. A queue of four vehicles would block some of the parking spaces nearest Pacificenter Drive, but would not block any of the drive aisles. Therefore, the project’s impact would be less than significant.  Southern Access to Jerome’s/Remart Parking: This intersection is forecast to operate at LOS B during both the a.m. and p.m. peak hours. The westbound queue of vehicles exiting the site is forecast to be two vehicles or fewer, which would likely not affect circulation within the parking lot.  Access to Site B: This intersection is forecast to operate at LOS A during both the a.m. and p.m. peak hours. A 95th percentile queue of approximately two vehicles is anticipated exiting this site.  Northern Access to 1035 North Tustin Avenue-Jerome’s/Remart Parking: This intersection is forecast to operate at LOS B during both the a.m. and p.m. peak hours. The westbound left-turn pocket offers 105 feet of storage for vehicles waiting to enter this site. With the additional trip generation from the Link OC project, a 95th percentile queue of approximately one vehicle is anticipated within this turn pocket, which can be accommodated within the existing configuration. In the existing configuration, the distance between Pacificenter Drive and the first parking aisle is approximately 22 feet. This means that any queue greater than one vehicle waiting to exit the site could affect circulation within the parking lot. For example, vehicles leaving the 13 parking spaces located in the northwest corner of the parking lot would either have to attempt to merge into the line of cars exiting the lot or would have to turn right and proceed to the southern exit. No signage is posted instructing drivers they can only make a right turn at this location. If a driver does attempt to make a left turn out of this parking lot, it would likely require a longer wait than turning right and would lead to a longer queue. LSA analyzed the operation of the intersection under these existing circumstances and found that an exiting queue of approximately two vehicles is anticipated. This would require vehicles entering from the first parking aisle to merge in order to exit at this location. Microsimulation of Pacificenter Drive and the PacifiCenter site under Future 2022 with Project traffic volumes showed that Pacificenter Drive is anticipated to function at acceptable levels of service and that queueing from internal intersections is not anticipated to interfere with arterial intersections. Access to Office Parking Lot The northern driveway to the office parking lot is proposed to provide right-in access only. This driveway could be accessed by vehicles traveling southbound on Pacificenter Drive from La Palma Avenue. A second, southern driveway to the office parking lot provides full access. T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 36 Passenger vehicles (including Metrolink parking) traveling southbound on Pacificenter Drive from La Palma Avenue would tend to access the office parking lot from the northern driveway. Passenger vehicles (including Metrolink parking) traveling westbound on Pacificenter Drive from Tustin Avenue would tend to access the office parking lot from the southern driveway. All vehicles would exit the office parking lot from the southern driveway. The internal circulation analysis above included this arrangement and found no deficiencies. Both Site A and Site B provide loading/unloading areas for 30-foot trucks, including parcel delivery. The driveways for both Site A and Site B are full access and can be easily reached by vehicles arriving from either La Palma Avenue or Tustin Avenue. Fire trucks could access the office parking lot from the northern and southern driveways, circulate, and park as they deem necessary to respond to the call for service. The office parking lot contains loading/unloading areas adjacent to Site A and adjacent to Site B. These loading/unloading areas are large enough to serve trash collection trucks or large semitruck moving vehicles for the apartments. Trash collection trucks can access the site from either the northern or southern driveways. No move-ins would be scheduled during trash staging and loading operations as a result of property management scheduling. For semitruck moving vehicles, three of the four approaches to the project site (southbound on Tustin Avenue, eastbound on La Palma Avenue, and westbound on La Palma Avenue) would use La Palma Avenue as the most direct access to the project site. Semitrucks traveling northbound on Tustin Avenue would use La Palma Avenue then Pacificenter Drive to access the northern driveway into the office parking lot. The northern right-in only driveway preserves the proper counter- clockwise direction of travel to access the Site A and B adjacent loading/unloading areas. The location of loading/unloading spaces and necessary routing will be communicated at the time leasing paperwork is signed. For buses accessing the Site A-adjacent transit stop, planning for routes would take the necessary movements into account. OCTA buses do not currently access the site and ART Bus 17 operates along La Palma Avenue and, therefore, would be able to directly access the northern driveway. Based on this operation plan, all users will be able to access all areas of the office parking lot. CALTRANS FACILITY ANALYSIS Existing and Existing Plus Project Conditions For the purposes of this analysis, traffic data was obtained from Caltrans Performance Measurement System (PeMS) database for the Tuesday through Thursday period of April 10 through April 14, 2017. Specifically, the peak a.m. and p.m. peak-hour traffic volumes along SR-91 were obtained from mainline loop detectors. Additionally, truck percentage data for these same dates were also obtained from PeMS and were utilized in this analysis. T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 37 HCM Analysis Consistent with previous Caltrans District 12 and City of Anaheim-approved analysis of this section of SR-91, a peak-hour factor of 0.95 was utilized for the freeway mainline. All peak-hour ramp volumes are derived from the counts obtained for the peak-hour intersection analysis. Table Q summarizes the Existing and Existing Plus Project a.m. and p.m. peak-hour HCM freeway mainline, ramp, and weaving segment analysis. Table Q: Existing Freeway Facilities Level of Service Summary # Freeway Facility Analysis Facility Type Baseline Plus Project AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Density1 LOS Density1 LOS Density1 LOS Density1 LOS SR-91 Westbound 1 Tustin Avenue On-Ramp to Kraemer Boulevard Off- Ramp Mainline 29.9 D 26.9 D 30.2 D 27.0 D 2 Tustin Avenue On-Ramp Merge 22.8 C 22.0 C 23.3 C 22.2 C 3 Tustin Avenue Off-Ramp to Tustin Avenue On- Ramp Mainline 25.8 C 22.7 C 25.8 C 22.7 C 4 Tustin Avenue Off-Ramp Weave N/A F N/A F N/A F N/A F 5 SR-55 NB On-Ramp to Tustin Avenue Off-Ramp Mainline 31.9 D 26.2 D 32.0 D 26.4 D SR-91 Eastbound 6 Glassell Street On-Ramp to Tustin Avenue Off- Ramp Mainline 25.7 C 19.9 C 25.8 C 20.1 C 7 Tustin Avenue Off-Ramp Weave N/A F 25.0 C N/A F 25.4 C 8 Tustin Avenue Off-Ramp to Tustin Avenue On- Ramp Mainline 21.1 C 17.4 B 21.1 C 17.4 B 9 Tustin Avenue On-Ramp Weave N/A F N/A F N/A F N/A F 10 Tustin Avenue On-Ramp to SR-55 SB Off-Ramp Mainline 25.5 C 23.1 C 25.8 C 23.2 C 1 Density is measured in passenger car lengths per mile per lane LOS = Level of Service NB = Northbound SB = Southbound SR-55 = State Route 55 N/A = Density exceeds capacity, LOS F As shown on Table Q, all freeway facilities are operating at LOS D or better with the exception of the following three weaving segments:  SR-91 Westbound: 4. Tustin Avenue Off-Ramp (Weave) – LOS F (a.m. and p.m. peak hours)  SR-91 Eastbound: 7. Tustin Avenue Off-Ramp (Weave) – LOS F (a.m. peak hour) 9. Tustin Avenue On-Ramp (Weave) – LOS F (a.m. and p.m. peak hours) The addition of project traffic is not anticipated to change the LOS of any of the studied freeway facilities under HCM methodology. Detailed freeway mainline, ramp, and weaving LOS analysis worksheets are included in Appendix E. T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 38 HDM Analysis Table R summarizes the results of the Existing and Existing Plus Project peak-hour ramp analysis. Table R: Existing HDM Freeway Ramp Analysis # Freeway Ramp Baseline Plus Project AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Volume No. of Lanes Required1 Volume No. of Lanes Required1 Volume No. of Lanes Required1 Volume No. of Lanes Required1 SR-91 Westbound 2 Tustin Avenue On-Ramp 895 1 1,044 2 949 2 1,075 2 4 Tustin Avenue Off-Ramp 1,277 1+ 888 1 1,294 1+ 943 1+ SR-91 Eastbound 7 Tustin Avenue Off-Ramp 978 1+ 624 1 995 1+ 679 1 9 Tustin Avenue On-Ramp 949 2 1,370 2 1,003 2 1,401 2 1 + = Provision for an auxiliary lane and an additional lane on the ramp should be provided. HDM = Highway Design Manual (California Department of Transportation) SR-91 = State Route 91 As shown in Table R, the SR-91 westbound and eastbound on-ramps require two lanes each while both off-ramps require one lane each. The SR-91 and Tustin Avenue interchange currently provides the number of required lanes or more. Therefore, no additional lanes are required at the existing freeway ramps, with or without project traffic. Ramp Queuing Analysis Table S summarizes the results of the Existing and Existing Plus Project peak-hour on-ramp queuing analysis while Table T summarizes Existing and Existing Plus Project peak-hour off-ramp queueing analysis. As shown on Tables S and T, on and off-ramp queues are adequately served by the existing storage lengths provided by the SR-91 and Tustin Avenue interchange. Future (2022) and Future (2022) Plus Project Conditions Future (2022) and Future (2022) Plus Project conditions are based on the same forecasting methods utilized in the intersection and roadway capacity analysis, with a 1 percent per year ambient growth and addition of known cumulative projects. HCM Analysis Table U summarizes the Future (2022) and Future (2022) Plus Project a.m. and p.m. peak-hour HCM freeway mainline, ramp, and weaving segment analysis. T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 39 Table S: Existing Freeway On-Ramp Queuing Analysis Freeway Ramp Peak Hour Peak-Hour Traffic Volume Service Rate1 Intensity Factor2 No. of Vehicles3 Length4 (feet) Existing Baseline 2 SR-91 Westbound Tustin Avenue On-Ramp AM 895 1,800 0.50 2 44 PM 1,044 1,800 0.58 3 66 9 SR-91 Eastbound Tustin Avenue On-Ramp AM 949 1,800 0.53 2 44 PM 1,370 1,800 0.76 6 132 Existing Plus Project 2 SR-91 Westbound Tustin Avenue On-Ramp AM 949 1,800 0.53 2 44 PM 1,075 1,800 0.60 3 66 9 SR-91 Eastbound Tustin Avenue On-Ramp AM 1,003 1,800 0.56 3 66 PM 1,401 1,800 0.78 6 132 1 Service Rate of 1,800 vehicles per hour is based on two metered lanes at 900 vehicles per hour (meter rate of 4 seconds per vehicle) 2 Intensity Factor = Peak-Hour Traffic Volume/Service Rate 3 Reservoir vehicle requirement calculated at the 99% confidence level per the Crommelin Methodology nomograph 4 Reservoir length = 22 feet per vehicle SR-91 = State Route 91 Table T: Existing Freeway Off-Ramp Queuing Analysis Freeway Ramp Peak Hour Peak-Hour Traffic Volume Length1 (feet) Existing Baseline 4 SR-91 Westbound Tustin Avenue Off-Ramp AM 1,277 234 PM 888 185 7 SR-91 Eastbound Tustin Avenue Off-Ramp AM 978 368 PM 624 162 Existing Plus Project 4 SR-91 Westbound Tustin Avenue Off-Ramp AM 1,294 236 PM 943 202 7 SR-91 Eastbound Tustin Avenue Off-Ramp AM 995 380 PM 679 184 1 Peak-hour off-ramp queues are from the longest Synchro calculated 95th percentile queue of any off-ramp turn movement lane. SR-91 = State Route 91 T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 40 Table U: Future (2022) Freeway Facilities Level of Service Summary # Freeway Facility Analysis Facility Type Baseline Plus Project AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Density1 LOS Density1 LOS Density1 LOS Density1 LOS SR-91 Westbound 1 Tustin Avenue On-Ramp to Kraemer Boulevard Off-Ramp Mainline 32.3 D 29.3 D 32.7 D 29.4 D 2 Tustin Avenue On-Ramp Merge 24.7 C 24.2 C 25.1 C 24.2 C 3 Tustin Avenue Off-Ramp to Tustin Avenue On- Ramp Mainline 27.5 D 24.0 C 27.5 D 24.0 C 4 Tustin Avenue Off-Ramp Weave N/A F N/A F N/A F N/A F 5 SR-55 NB On-Ramp to Tustin Avenue Off-Ramp Mainline 35.3 E 28.1 D 35.4 E 28.4 D SR-91 Eastbound 6 Glassell Street On-Ramp to Tustin Avenue Off- Ramp Mainline 28.0 D 21.0 C 28.1 D 21.3 C 7 Tustin Avenue Off-Ramp Weave N/A F 26.5 C N/A F 27.0 C 8 Tustin Avenue Off-Ramp to Tustin Avenue On- Ramp Mainline 22.3 C 18.3 B 22.3 C 18.3 C 9 Tustin Avenue On-Ramp Weave N/A F N/A F N/A F N/A F 10 Tustin Avenue On-Ramp to SR-55 SB Off-Ramp Mainline 27.3 D 25.1 C 27.6 D 25.2 C 1 Density is measured in passenger car lengths per mile per lane. LOS = level of service NB = northbound SB = southbound N/A = density exceeds capacity, LOS F As shown on Table U, all freeway facilities are anticipated to operate at LOS D or better with the exception of the following three weaving segments:  SR-91 Westbound: 4. Tustin Avenue off-ramp (weave) – LOS F (a.m. and p.m. peak hours)  SR-91 Eastbound: 7. Tustin Avenue Off-Ramp (Weave) – LOS F (a.m. peak hour) 9. Tustin Avenue On-Ramp (Weave) – LOS F (a.m. and p.m. peak hours) The addition of project traffic is not anticipated to change the LOS of any of the studied freeway facilities under HCM methodology. Detailed freeway mainline, ramp, and weaving LOS analysis worksheets are included in Appendix E. HDM Analysis Table V summarizes the results of the Future (2022) and Future (2022) Plus Project peak-hour ramp analysis. T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 41 Table V: Future (2022) HDM Freeway Ramp Analysis # Freeway Ramp Baseline Plus Project AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Volume No. of Lanes Required1 Volume No. of Lanes Required1 Volume No. of Lanes Required1 Volume No. of Lanes Required1 SR-91 Westbound 2 Tustin Avenue On-Ramp 955 2 1,206 2 1,009 2 1,237 2 4 Tustin Avenue Off-Ramp 1,448 1+ 954 1+ 1,465 1+ 1,009 1+ SR-91 Eastbound 7 Tustin Avenue Off-Ramp 1,134 1+ 677 1 1,151 1+ 732 1 9 Tustin Avenue On-Ramp 1,012 2 1,548 2* 1,066 2 1,579 2* 1 + = Provision for an auxiliary lane and an additional lane on the ramp should be provided. * = a 1,000-foot minimum length auxiliary lane should be provided beyond the ramp convergence point. HDM = Highway Design Manual SR-91 = State Route 91 As shown in Table V, the SR-91 westbound and eastbound on-ramps are anticipated to still require two lanes each while both off-ramps require one lane each. An additional 1,000-foot minimum auxiliary lane beyond the ramp convergence point for the eastbound on-ramp is recommended by Caltrans HDM guidance. Because the threshold for this guidance is exceeded by anticipated ramp volumes by less than 100 trips per hour, it is recommended that further future forecasts and the feasibility of such an improvement be considered. The addition of project traffic does not result in any changes to these peak-hour ramp analysis results. Ramp Queuing Analysis Table W summarizes the results of the Future (2022) and Future (2022) Plus Project peak-hour on- ramp queuing analysis while Table X summarizes Future (2022) and Future (2022) Plus Project peak- hour off-ramp queueing analysis. Table W: Future (2022) Freeway On-Ramp Queuing Analysis Freeway Ramp Peak Hour Peak-Hour Traffic Volume Service Rate1 Intensity Factor2 No. of Vehicles3 Length4 (feet) Future (2022) Baseline 2 SR-91 Westbound Tustin Avenue On-Ramp AM 955 1,800 0.53 2 44 PM 1,206 1,800 0.67 4 88 9 SR-91 Eastbound Tustin Avenue On-Ramp AM 1,012 1,800 0.56 3 66 PM 1,548 1,800 0.86 11 242 Future (2022) Plus Project 2 SR-91 Westbound Tustin Avenue On-Ramp AM 1,009 1,800 0.56 3 66 PM 1,237 1,800 0.69 4 88 9 SR-91 Eastbound Tustin Avenue On-Ramp AM 1,066 1,800 0.59 3 66 PM 1,579 1,800 0.88 12 264 1 Service Rate of 1,800 vehicles per hour is based on two metered lanes at 900 vehicles per hour (meter rate of 4 seconds per vehicle) 2 Intensity Factor = Peak-Hour Traffic Volume/Service Rate 3 Reservoir vehicle requirement calculated at the 99% confidence level per the Crommelin Methodology nomograph 4 Reservoir length = 22 feet per vehicle T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 42 Table X: Future (2022) Freeway Off-Ramp Queuing Analysis Freeway Ramp Peak Hour Peak-Hour Traffic Volume Length1 (feet) Future (2022) Baseline 4 SR-91 Westbound Tustin Avenue Off-Ramp AM 1,448 270 PM 954 203 7 SR-91 Eastbound Tustin Avenue Off-Ramp AM 1,134 468 PM 677 178 Future (2022) Plus Project 4 SR-91 Westbound Tustin Avenue Off-Ramp AM 1,465 276 PM 1,009 211 7 SR-91 Eastbound Tustin Avenue Off-Ramp AM 1,151 480 PM 732 202 1 Peak-hour off-ramp queues are from the longest Synchro calculated 95th percentile queue of any off-ramp turn movement lane. As shown in Tables W and X, on and off-ramp queues are adequately served by the existing storage lengths provided by the SR-91 and Tustin Avenue interchange and are not anticipated to interfere with upstream freeway mainline traffic. Freeway Analysis Conclusions Based on City of Anaheim and Caltrans District 12 analysis methodologies and thresholds, the addition of project traffic is not anticipated to result in additional facilities than what would be required of baseline traffic. All existing freeway ramp storage lanes and lengths and number of freeway mainline lanes are anticipated to adequately serve existing and future (2022) conditions, with and without project traffic. The only exception is the SR-91 eastbound loop on-ramp that is anticipated to exceed volume guidelines by 1 percent or less without and with the project. The volume guidance would suggest the addition of a 1,000-foot auxiliary lane beyond the existing on-ramp convergence point. This improvement would require widening a bridge and could interfere with downstream traffic (i.e., the SR-55 on-ramp). The improvement may therefore not be prudent given the need of the guidelines to consider other factors surrounding the on-ramp. Because the existing facilities would be adequate or would not be altered to accommodate project traffic, the project’s impacts would be less than significant. RECOMMENDATIONS AND CONCLUSION EIR 348 Mitigation Measure T-5 requires all projects forecast to generate 100 or more peak-hour trips to prepare a traffic improvement phasing analysis to identify when the improvements identified in the Anaheim Canyon Specific Plan EIR Traffic Impact Study (Appendix G of the Final Certified EIR) shall be designed and constructed. This traffic study examined the potential traffic and circulation impacts on local roadways and at intersections associated with the development of the Link OC project in relation to identifying the phasing of previously identified improvements. This traffic study also provides the necessary analysis of CMP and Caltrans facilities. T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 43 The Link OC project proposes the construction of two apartment communities (Site A, 192 DUs, and Site B, 214 DUs) comprising a total of 406 apartments and 5,000 sf of commercial development within the PacifiCenter. This project is expected to generate 2,839 new daily trips, 195 a.m. peak-hour trips (22 inbound and 173 outbound), and 246 p.m. peak-hour trips (175 inbound and 71 outbound). The traffic analysis for the Anaheim Canyon Specific Plan stated that the Specific Plan would have a significant impact at the intersection of Tustin Avenue/Pacificenter Drive and recommended two improvements at that location (i.e., adding a second northbound left-turn lane and a second eastbound right-turn lane). Analysis of this intersection using the prescribed ICU methodology did not indicate that the Link OC project would have a significant impact on the intersection. However, operational analysis of queuing at this intersection and progression along Tustin Avenue indicated that a second northbound left-turn lane would be beneficial at the time of project opening. The project is considering the modification of the Pacificenter Drive/La Palma Avenue intersection to provide northbound left turns out of the site onto La Palma Avenue. In order to improve the operation of Tustin Avenue/Pacificenter Drive and progression along Tustin Avenue, LSA recommends the addition of a second northbound left-turn lane and altering signal phasing to provide a lagging northbound left-turn phase. Implementing these operational improvements at this intersection will improve the flow of vehicles into and around the project site. The Link OC project will not impact Orange County CMP intersections. The Link OC project will not degrade Caltrans facilities from the baseline conditions. The existing turn pockets along Pacificenter Drive are sufficient to accommodate anticipated queueing with the project. T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» 44 REFERENCES California Department of Transportation. 2010 Revised Standard Plan RSP A88B. Curb Ramp and Island Passageway Details. City of Anaheim. Criteria for Preparation of Traffic Impact Studies. Iteris. 2014. Anaheim Canyon Specific Plan EIR – Traffic Impact Study. Institute of Transportation Engineers (ITE). 2012. ITE Trip Generation, Ninth Edition. Transportation Research Board of the National Academies. 2010. HCM2010 Highway Capacity Manual. T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» APPENDIX A TRAFFIC VOLUME DATA ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 1 1 City: AM 71 20 108 AM NOON 0 0 0 NOON PM 113 9 143 PM AM NOON PM AM NOON PM Lanes 109 0 139 0 521 0 874 3 1 71 0 80 27 0 34 1 3 653 0 898 0 37 0 43 Lanes AM NOON PM AM NOON PM AM 13 8 8 AM NOON 0 0 0 NOON PM 54 30 39 PM 1 0.5 0.5 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 605 0 1041 657 0 1047 761 0 1021 769 0 1080 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 209123 199 86 84 0 South Leg 20621366 0 East Leg North Leg 514 1426 113 0 South Leg East Leg 29 0 0 249265 West Leg 0 West Leg 2127 End Total Ins & Outs North Leg 84 0 86 Northbound Approach 9:00 AM NONE 387 0 6:00 PM 188 0 Total Volume Per Leg Count Periods AM Start 4:00 PM 17-1093-033 NOON Peak Hour NOON PM 7:00 AM NONE Day: E a s t b o u n d A p p r o a c h Miller St and La Palma Ave , Anaheim PM Peak Hour 1080 188 0 249 Signalized CONTROL 430 PM 605 0 1041 Mi l l e r S t AM Peak Hour Tuesday We s t b o u n d A p p r o a c h Anaheim Date: 769 0 745 AM Peak Hour Summary Southbound Approach Project #:4/18/2017 La Palma Ave ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 1 City: AM 26 2 15 AM NOON 0 0 0 NOON PM 30 0 39 PM AM NOON PM AM NOON PM Lanes 43 0 18 0 776 0 735 3 1 63 0 25 54 0 56 1 3 442 0 1372 0 26 0 39 Lanes AM NOON PM AM NOON PM AM 25 1 58 AM NOON 0 0 0 NOON PM 24 0 64 PM 1 1 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 827 0 789 873 0 809 531 0 1436 515 0 1475 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 18388 43 95 82 0 South Leg 22251358 0 East Leg North Leg 112 1388 166 0 South Leg East Leg 84 0 0 4369 West Leg 0 West Leg 2284 End Total Ins & Outs North Leg 82 0 95 Northbound Approach 9:00 AM NONE 150 0 6:00 PM 107 0 Total Volume Per Leg Count Periods AM Start 4:00 PM 17-1086-036 NOON Peak Hour NOON PM 7:00 AM NONE Day: E a s t b o u n d A p p r o a c h N Grove St and E La Palma Ave , Anaheim PM Peak Hour 1475 107 0 43 Signalized CONTROL 430 PM 827 0 789 N G r o v e S t AM Peak Hour Thursday We s t b o u n d A p p r o a c h Anaheim Date: 515 0 730 AM Peak Hour Summary Southbound Approach Project #:4/13/2017 E La Palma Ave ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 1 3 1 City: AM 254 1383 57 AM NOON 0 0 0 NOON PM 122 1107 45 PM AM NOON PM AM NOON PM Lanes 14 0 66 0 173 0 204 2 1 59 0 215 117 0 125 1 2 137 0 265 0 78 0 204 Lanes AM NOON PM AM NOON PM AM 152 437 22 AM NOON 0 0 0 NOON PM 77 1159 20 PM 1 2 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 579 0 403 304 0 395 274 0 684 216 0 330 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 26921256 1694 1436 1578 0 South Leg 1087853 0 East Leg North Leg 2714 520 2189 0 South Leg East Leg 611 0 0 14401274 West Leg 0 West Leg 725 End Total Ins & Outs North Leg 1578 0 1436 Northbound Approach 9:00 AM NONE 2204 0 6:00 PM 510 0 Total Volume Per Leg Count Periods AM Start 4:00 PM 17-1086-039 NOON Peak Hour NOON PM 7:00 AM NONE Day: E a s t b o u n d A p p r o a c h N Tustin Ave and E Miraloma Ave , Anaheim PM Peak Hour 330 510 0 1440 Signalized CONTROL 445 PM 579 0 403 N T u s t i n A v e AM Peak Hour Thursday We s t b o u n d A p p r o a c h Anaheim Date: 216 0 700 AM Peak Hour Summary Southbound Approach Project #:4/13/2017 E Miraloma Ave ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 3 0 City: AM 3 1575 2 AM NOON 0 0 0 NOON PM 0 1564 3 PM AM NOON PM AM NOON PM Lanes 14 0 26 0.5 0 0 0 0 0 0 0 0 40 0 73 0.5 1 0 0 1 0 3 0 9 Lanes AM NOON PM AM NOON PM AM 4 672 296 AM NOON 0 0 0 NOON PM 8 1247 292 PM 0 3 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 7 0 8 54 0 99 3 0 10 298 0 296 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 31931547 1580 1646 1618 0 South Leg 18100 East Leg North Leg 2840 352 2590 0 South Leg East Leg 972 0 0 12731567 West Leg 0 West Leg 395 End Total Ins & Outs North Leg 1618 0 1646 Northbound Approach 9:00 AM NONE 2266 0 6:00 PM 686 0 Total Volume Per Leg Count Periods AM Start 4:00 PM 17-1086-040 NOON Peak Hour NOON PM 7:00 AM NONE Day: E a s t b o u n d A p p r o a c h N Tustin Ave and N Jefferson St , Anaheim PM Peak Hour 296 686 0 1273 1-Way Stop(WB) CONTROL 445 PM 7 0 8 N T u s t i n A v e AM Peak Hour Thursday We s t b o u n d A p p r o a c h Anaheim Date: 298 0 700 AM Peak Hour Summary Southbound Approach Project #:4/13/2017 N Jefferson St ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 3 0 City: AM 1 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM AM NOON PM AM NOON PM Lanes 0 0 0 0.5 2 0 1 0 0 1 0 2 0 0 0 0.5 1 0 0 0 0 8 0 6 Lanes AM NOON PM AM NOON PM AM 6 0 0 AM NOON 0 0 0 NOON PM 2 0 0 PM 0 3 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 9 0 3 2 0 1 9 0 8 0 0 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 82 1 6 8 0 South Leg 11180 East Leg North Leg 2 2 14 0 South Leg East Leg 6 0 0 20 West Leg 0 West Leg 1 End Total Ins & Outs North Leg 8 0 6 Northbound Approach 9:00 AM NONE 2 0 6:00 PM 1 0 Total Volume Per Leg Count Periods AM Start 4:00 PM 17-1086-140 NOON Peak Hour NOON PM 7:00 AM NONE Day: E a s t b o u n d A p p r o a c h N Tustin Ave and N Jefferson St , Anaheim PM Peak Hour 0 1 0 2 1-Way Stop(WB) CONTROL 400 PM 9 0 3 N T u s t i n A v e AM Peak Hour Thursday We s t b o u n d A p p r o a c h Anaheim Date: 0 0 800 AM Peak Hour Summary Southbound Approach Project #:4/13/2017 N Jefferson St ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 4 2 City: AM 87 1362 35 AM NOON 0 0 0 NOON PM 70 1483 58 PM AM NOON PM AM NOON PM Lanes 50 0 108 1 290 0 534 3 2 93 0 188 574 0 643 2 3 263 0 659 1 214 0 644 Lanes AM NOON PM AM NOON PM AM 604 991 617 AM NOON 0 0 0 NOON PM 303 1186 482 PM 2 4 1 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 981 0 907 914 0 1285 570 0 1491 915 0 1199 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 47411971 1484 2770 2150 0 South Leg 23981551 0 East Leg North Leg 3093 1829 4362 0 South Leg East Leg 2212 0 0 14821611 West Leg 0 West Leg 2484 End Total Ins & Outs North Leg 2150 0 2770 Northbound Approach 9:00 AM NONE 2618 0 6:00 PM 1134 0 Total Volume Per Leg Count Periods AM Start 4:00 PM 17-1086-041 NOON Peak Hour NOON PM 7:00 AM NONE Day: E a s t b o u n d A p p r o a c h N Tustin Ave and E La Palma Ave , Anaheim PM Peak Hour 1199 1134 0 1482 Signalized CONTROL 430 PM 981 0 907 N T u s t i n A v e AM Peak Hour Thursday We s t b o u n d A p p r o a c h Anaheim Date: 915 0 715 AM Peak Hour Summary Southbound Approach Project #:4/13/2017 E La Palma Ave ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0.5 4.5 1 City: AM 31 2110 50 AM NOON 0 0 0 NOON PM 29 2916 35 PM AM NOON PM AM NOON PM Lanes 25 0 50 0 0 0 0 1 1 39 0 47 0 0 0 0 0 3 0 1 1 64 0 153 Lanes AM NOON PM AM NOON PM AM 200 2148 40 AM NOON 0 0 0 NOON PM 55 1928 7 PM 1 4 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 231 0 84 25 0 50 106 0 201 93 0 43 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 50591990 2191 3069 2174 0 South Leg 285337 0 East Leg North Leg 5005 118 4562 0 South Leg East Leg 2388 0 0 20252980 West Leg 0 West Leg 93 End Total Ins & Outs North Leg 2174 0 3069 Northbound Approach 9:00 AM NONE 4403 0 6:00 PM 2212 0 Total Volume Per Leg Count Periods AM Start 4:00 PM 17-1086-042 NOON Peak Hour NOON PM 7:00 AM NONE Day: E a s t b o u n d A p p r o a c h N Tustin Ave and N Pacificenter Dr , Anaheim PM Peak Hour 43 2212 0 2025 Signalized CONTROL 445 PM 231 0 84 N T u s t i n A v e AM Peak Hour Thursday We s t b o u n d A p p r o a c h Anaheim Date: 93 0 715 AM Peak Hour Summary Southbound Approach Project #:4/13/2017 N Pacificenter Dr ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 2 3 0 City: AM 755 1438 0 AM NOON 0 0 0 NOON PM 880 2193 0 PM AM NOON PM AM NOON PM Lanes 1237 0 825 0 0 0 0 3 0 0 0 0 40 0 63 1 0 0 0 0 0 0 0 0 Lanes AM NOON PM AM NOON PM AM 140 1157 0 AM NOON 0 0 0 NOON PM 164 1154 0 PM 1 3 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 895 0 1044 1277 0 888 0 0 0 0 0 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 35741318 2193 2256 1478 0 South Leg 1044895 0 East Leg North Leg 5052 1277 2775 0 South Leg East Leg 1297 0 0 19793073 West Leg 0 West Leg 888 End Total Ins & Outs North Leg 1478 0 2256 Northbound Approach 9:00 AM NONE 4587 0 6:00 PM 2394 0 Total Volume Per Leg Count Periods AM Start 4:00 PM 17-1086-043 NOON Peak Hour NOON PM 7:00 AM NONE Day: E a s t b o u n d A p p r o a c h N Tustin Ave and SR 91 WB Ramps , Anaheim PM Peak Hour 0 2394 0 1979 Signalized CONTROL 445 PM 895 0 1044 N T u s t i n A v e AM Peak Hour Thursday We s t b o u n d A p p r o a c h Anaheim Date: 0 0 715 AM Peak Hour Summary Southbound Approach Project #:4/13/2017 SR 91 WB Ramps ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 2 2 1 City: AM 893 606 2 AM NOON 0 0 0 NOON PM 1261 999 12 PM AM NOON PM AM NOON PM Lanes 2 0 16 0 1 0 4 1 1.5 846 0 401 0 0 6 0 0.5 0 0 4 1 132 0 219 Lanes AM NOON PM AM NOON PM AM 55 475 2 AM NOON 0 0 0 NOON PM 105 900 8 PM 1 3 0 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 949 0 1370 3 0 26 978 0 624 4 0 24 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 22371013 1501 1224 738 0 South Leg 19941927 0 East Leg North Leg 3589 7 1270 0 South Leg East Leg 532 0 0 13172272 West Leg 0 West Leg 50 End Total Ins & Outs North Leg 738 0 1224 Northbound Approach 9:00 AM NONE 2824 0 6:00 PM 1323 0 Total Volume Per Leg Count Periods AM Start 4:00 PM 17-1086-044 NOON Peak Hour NOON PM 7:00 AM NONE Day: E a s t b o u n d A p p r o a c h N Tustin Ave and SR 91 EB Ramps , Anaheim PM Peak Hour 24 1323 0 1317 Signalized CONTROL 445 PM 949 0 1370 N T u s t i n A v e AM Peak Hour Thursday We s t b o u n d A p p r o a c h Anaheim Date: 4 0 715 AM Peak Hour Summary Southbound Approach Project #:4/13/2017 SR 91 EB Ramps ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 2 0 0 AM NOON 0 0 0 NOON PM 3 0 0 PM AM NOON PM AM NOON PM Lanes 3 0 1 0 884 0 818 3 0 0 0 0 75 0 88 2 4 490 0 1368 1 57 0 91 Lanes AM NOON PM AM NOON PM AM 0 0 80 AM NOON 0 0 0 NOON PM 1 0 95 PM 0 0 2 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 886 0 822 962 0 907 547 0 1459 570 0 1463 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 27596 2 179 132 0 South Leg 22811433 0 East Leg North Leg 4 1532 212 0 South Leg East Leg 80 0 0 13 West Leg 0 West Leg 2370 End Total Ins & Outs North Leg 132 0 179 Northbound Approach 9:00 AM NONE 5 0 6:00 PM 3 0 Total Volume Per Leg Count Periods AM Start 4:00 PM 17-1086-046 NOON Peak Hour NOON PM 7:00 AM NONE Day: E a s t b o u n d A p p r o a c h N Pacificenter Dr and E La Palma Ave , Anaheim PM Peak Hour 1463 3 0 1 Signalized CONTROL 430 PM 886 0 822 N P a c i f i c e n t e r D r AM Peak Hour Thursday We s t b o u n d A p p r o a c h Anaheim Date: 570 0 730 AM Peak Hour Summary Southbound Approach Project #:4/13/2017 E La Palma Ave ITM Peak Hour Summary Prepared by: National Data & Surveying Services Lanes 0 1 0 City: AM 7 0 0 AM NOON 0 0 0 NOON PM 8 0 0 PM AM NOON PM AM NOON PM Lanes 10 0 4 0 0 0 0 3 0 0 0 0 0 0 0 2 4 0 0 0 1 0 0 0 Lanes AM NOON PM AM NOON PM AM 0 0 0 AM NOON 0 0 0 NOON PM 0 0 0 PM 0 0 2 Lanes AM AM NOON NOON PM PM AM NOON PM AM NOON PM 7 0 8 10 0 4 0 0 0 0 0 0 AM NOON PM AM NOON PM AM AM NOON NOON PM PM 00 7 0 0 0 South Leg 87 0 East Leg North Leg 12 10 0 0 South Leg East Leg 0 0 0 48 West Leg 0 West Leg 4 End Total Ins & Outs North Leg 0 0 0 Northbound Approach 9:00 AM NONE 17 0 6:00 PM 10 0 Total Volume Per Leg Count Periods AM Start 4:00 PM 17-1086-146 NOON Peak Hour NOON PM 7:00 AM NONE Day: E a s t b o u n d A p p r o a c h N Pacificenter Dr and E La Palma Ave , Anaheim PM Peak Hour 0 10 0 4 Signalized CONTROL 415 PM 7 0 8 N P a c i f i c e n t e r D r AM Peak Hour Thursday We s t b o u n d A p p r o a c h Anaheim Date: 0 0 730 AM Peak Hour Summary Southbound Approach Project #:4/13/2017 E La Palma Ave Day:City:Anaheim Date:Project #:CA17_1087_001 NB SB EB WB 0 0 12,580 11,970 AM Period NB SB EB WB NB SB EB WB 00:00 24 22 46 247 236 483 00:15 14 16 30 229 219 448 00:30 26 11 37 227 232 459 00:45 12 76 14 63 26 139 227 930 246 933 473 1863 01:00 14 12 26 184 221 405 01:15 14 11 25 216 209 425 01:30 13 6 19 206 216 422 01:45 7 48 8 37 15 85 203 809 218 864 421 1673 02:00 12 10 22 174 205 379 02:15 8 9 17 231 168 399 02:30 6 10 16 251 245 496 02:45 12 38 14 43 26 81 227 883 217 835 444 1718 03:00 7 11 18 253 194 447 03:15 11 11 22 217 163 380 03:30 16 10 26 292 231 523 03:45 16 50 13 45 29 95 280 1042 193 781 473 1823 04:00 13 16 29 302 229 531 04:15 15 16 31 285 189 474 04:30 26 20 46 364 267 631 04:45 31 85 64 116 95 201 298 1249 229 914 527 2163 05:00 34 47 81 388 225 613 05:15 41 68 109 371 172 543 05:30 57 86 143 322 184 506 05:45 68 200 132 333 200 533 322 1403 166 747 488 2150 06:00 51 126 177 253 142 395 06:15 90 142 232 213 117 330 06:30 88 168 256 194 85 279 06:45 120 349 234 670 354 1019 147 807 87 431 234 1238 07:00 108 221 329 119 92 211 07:15 127 214 341 129 90 219 07:30 168 237 405 109 117 226 07:45 138 541 286 958 424 1499 121 478 103 402 224 880 08:00 128 227 355 81 88 169 08:15 135 227 362 102 74 176 08:30 155 199 354 113 73 186 08:45 157 575 188 841 345 1416 89 385 51 286 140 671 09:00 135 173 308 94 51 145 09:15 135 167 302 86 52 138 09:30 136 167 303 69 74 143 09:45 140 546 173 680 313 1226 68 317 37 214 105 531 10:00 134 201 335 43 42 85 10:15 155 176 331 40 35 75 10:30 148 168 316 31 49 80 10:45 150 587 198 743 348 1330 33 147 35 161 68 308 11:00 190 174 364 44 23 67 11:15 206 210 416 48 17 65 11:30 228 204 432 62 34 96 11:45 227 851 182 770 409 1621 30 184 29 103 59 287 TOTALS 3946 5299 9245 8634 6671 15305 SPLIT %42.7%57.3%37.7%56.4% 43.6%62.3% NB SB EB WB 0 0 12,580 11,970 AM Peak Hour 11:30 07:30 11:45 16:30 12:00 16:30 AM Pk Volume 931 977 1799 1421 933 2314 Pk Hr Factor 0.942 0.854 0.931 0.916 0.948 0.917 7 - 9 Volume 0 0 1116 1799 2915 0 0 2652 1661 4313 7 - 9 Peak Hour 08:00 07:30 07:30 16:30 16:00 16:30 7 - 9 Pk Volume 0 0 575 977 1546 0 0 1421 914 2314 Pk Hr Factor 0.000 0.000 0.916 0.854 0.912 0.000 0.000 0.916 0.856 0.917 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 24,550 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 E La Palma Ave Bet. N Miller St & North Tustin Ave 21:30 21:45 22:00 Total 24,550 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 4/13/2017 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 Day:City:Anaheim Date:Project #:CA17_1087_002 NB SB EB WB 32,332 34,224 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 72 61 133 484 621 1105 00:15 42 43 85 502 548 1050 00:30 42 48 90 502 547 1049 00:45 50 206 28 180 78 386 561 2049 479 2195 1040 4244 01:00 45 46 91 498 474 972 01:15 53 34 87 546 506 1052 01:30 34 40 74 527 500 1027 01:45 48 180 32 152 80 332 512 2083 491 1971 1003 4054 02:00 33 58 91 501 511 1012 02:15 32 33 65 491 509 1000 02:30 42 34 76 486 611 1097 02:45 38 145 26 151 64 296 518 1996 500 2131 1018 4127 03:00 34 35 69 488 574 1062 03:15 41 43 84 495 498 993 03:30 50 32 82 510 669 1179 03:45 64 189 35 145 99 334 433 1926 701 2442 1134 4368 04:00 56 70 126 422 726 1148 04:15 81 84 165 416 643 1059 04:30 171 92 263 472 735 1207 04:45 249 557 111 357 360 914 511 1821 770 2874 1281 4695 05:00 193 194 387 466 815 1281 05:15 295 196 491 499 789 1288 05:30 307 240 547 508 700 1208 05:45 441 1236 272 902 713 2138 484 1957 633 2937 1117 4894 06:00 326 361 687 559 616 1175 06:15 391 456 847 475 599 1074 06:30 399 499 898 491 566 1057 06:45 566 1682 546 1862 1112 3544 479 2004 444 2225 923 4229 07:00 452 621 1073 467 326 793 07:15 495 614 1109 360 288 648 07:30 593 540 1133 378 256 634 07:45 664 2204 494 2269 1158 4473 349 1554 278 1148 627 2702 08:00 641 522 1163 305 234 539 08:15 569 436 1005 292 231 523 08:30 488 501 989 270 218 488 08:45 440 2138 486 1945 926 4083 252 1119 202 885 454 2004 09:00 475 471 946 192 245 437 09:15 440 449 889 241 200 441 09:30 443 449 892 209 185 394 09:45 426 1784 438 1807 864 3591 199 841 153 783 352 1624 10:00 414 422 836 203 139 342 10:15 427 493 920 181 125 306 10:30 410 501 911 152 110 262 10:45 433 1684 469 1885 902 3569 149 685 101 475 250 1160 11:00 468 481 949 136 120 256 11:15 482 485 967 107 76 183 11:30 445 591 1036 85 95 180 11:45 491 1886 563 2120 1054 4006 78 406 92 383 170 789 TOTALS 13891 13775 27666 18441 20449 38890 SPLIT %50.2%49.8%41.6%47.4% 52.6%58.4% NB SB EB WB 32,332 34,224 0 0 AM Peak Hour 07:30 11:30 07:15 12:45 16:30 16:45 AM Pk Volume 2467 2323 4563 2132 3109 5058 Pk Hr Factor 0.929 0.935 0.981 0.950 0.954 0.982 7 - 9 Volume 4342 4214 0 0 8556 3778 5811 0 0 9589 7 - 9 Peak Hour 07:30 07:00 07:15 16:45 16:30 16:45 7 - 9 Pk Volume 2467 2269 0 0 4563 1984 3109 0 0 5058 Pk Hr Factor 0.929 0.913 0.000 0.000 0.981 0.971 0.954 0.000 0.000 0.982 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 66,556 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 N Tustin Ave Bet. SR 91 & E La Palma Ave 21:30 21:45 22:00 Total 66,556 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 4/13/2017 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 Day:City:Anaheim Date:Project #:CA17_1087_003 NB SB EB WB 14,344 16,875 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 32 21 53 190 249 439 00:15 28 15 43 161 264 425 00:30 21 12 33 180 215 395 00:45 17 98 11 59 28 157 172 703 248 976 420 1679 01:00 17 12 29 187 268 455 01:15 22 17 39 179 240 419 01:30 21 10 31 222 233 455 01:45 18 78 8 47 26 125 180 768 248 989 428 1757 02:00 16 14 30 188 194 382 02:15 11 6 17 208 190 398 02:30 12 5 17 211 172 383 02:45 9 48 10 35 19 83 212 819 179 735 391 1554 03:00 6 7 13 247 202 449 03:15 6 13 19 257 224 481 03:30 8 9 17 261 235 496 03:45 5 25 16 45 21 70 277 1042 209 870 486 1912 04:00 3 24 27 303 344 647 04:15 8 37 45 311 363 674 04:30 17 40 57 318 404 722 04:45 24 52 69 170 93 222 361 1293 399 1510 760 2803 05:00 17 75 92 389 406 795 05:15 29 103 132 376 375 751 05:30 50 150 200 371 416 787 05:45 87 183 187 515 274 698 328 1464 393 1590 721 3054 06:00 55 253 308 328 264 592 06:15 85 302 387 243 207 450 06:30 130 318 448 289 231 520 06:45 105 375 385 1258 490 1633 248 1108 193 895 441 2003 07:00 153 427 580 229 150 379 07:15 177 392 569 191 130 321 07:30 254 354 608 166 134 300 07:45 255 839 376 1549 631 2388 157 743 124 538 281 1281 08:00 273 319 592 167 92 259 08:15 268 313 581 138 127 265 08:30 275 309 584 142 78 220 08:45 299 1115 277 1218 576 2333 123 570 97 394 220 964 09:00 228 232 460 109 107 216 09:15 203 264 467 120 101 221 09:30 166 231 397 109 96 205 09:45 171 768 226 953 397 1721 89 427 89 393 178 820 10:00 155 195 350 116 67 183 10:15 148 239 387 85 53 138 10:30 161 203 364 73 45 118 10:45 156 620 208 845 364 1465 62 336 37 202 99 538 11:00 157 207 364 81 41 122 11:15 164 217 381 60 33 93 11:30 173 282 455 30 27 57 11:45 175 669 253 959 428 1628 30 201 29 130 59 331 TOTALS 4870 7653 12523 9474 9222 18696 SPLIT %38.9%61.1%40.1%50.7% 49.3%59.9% NB SB EB WB 14,344 16,875 0 0 AM Peak Hour 08:00 06:45 07:30 16:45 16:45 16:45 AM Pk Volume 1115 1558 2412 1497 1596 3093 Pk Hr Factor 0.932 0.912 0.956 0.962 0.959 0.973 7 - 9 Volume 1954 2767 0 0 4721 2757 3100 0 0 5857 7 - 9 Peak Hour 08:00 07:00 07:30 16:45 16:45 16:45 7 - 9 Pk Volume 1115 1549 0 0 2412 1497 1596 0 0 3093 Pk Hr Factor 0.932 0.907 0.000 0.000 0.956 0.962 0.959 0.000 0.000 0.973 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 TOTAL 23:45 TOTALS Total 31,219 DAILY TOTALS 21:00 21:15 20:30 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 N Tustin Ave Bet. E La Palma Ave & N jefferson St 21:30 21:45 22:00 Total 31,219 19:30 19:45 20:00 20:15 18:00 18:15 18:30 18:45 19:00 19:15 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 16:15 16:30 14:00 14:15 14:30 4/13/2017 14:45 15:00 DAILY TOTALS PM Period VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 Day:City:Anaheim Date:Project #:CA17_1087_004 NB SB EB WB 12,037 16,714 0 0 AM Period NB SB EB WB NB SB EB WB 00:00 29 19 48 176 271 447 00:15 22 22 44 147 244 391 00:30 13 9 22 186 197 383 00:45 15 79 11 61 26 140 157 666 209 921 366 1587 01:00 22 14 36 167 217 384 01:15 17 19 36 162 236 398 01:30 25 14 39 164 208 372 01:45 15 79 7 54 22 133 155 648 260 921 415 1569 02:00 26 15 41 153 246 399 02:15 13 8 21 162 236 398 02:30 6 7 13 183 226 409 02:45 12 57 10 40 22 97 182 680 214 922 396 1602 03:00 4 12 16 224 237 461 03:15 8 14 22 198 234 432 03:30 11 10 21 205 294 499 03:45 12 35 11 47 23 82 194 821 269 1034 463 1855 04:00 3 26 29 271 310 581 04:15 6 36 42 229 355 584 04:30 12 34 46 286 394 680 04:45 34 55 64 160 98 215 312 1098 369 1428 681 2526 05:00 16 78 94 297 364 661 05:15 19 97 116 274 328 602 05:30 46 136 182 298 417 715 05:45 81 162 172 483 253 645 268 1137 345 1454 613 2591 06:00 52 216 268 264 289 553 06:15 103 296 399 207 223 430 06:30 128 306 434 230 229 459 06:45 119 402 353 1171 472 1573 208 909 195 936 403 1845 07:00 102 428 530 190 149 339 07:15 119 380 499 143 124 267 07:30 191 362 553 125 138 263 07:45 185 597 348 1518 533 2115 114 572 116 527 230 1099 08:00 194 314 508 138 84 222 08:15 179 303 482 115 117 232 08:30 187 295 482 106 83 189 08:45 207 767 265 1177 472 1944 93 452 78 362 171 814 09:00 167 249 416 76 95 171 09:15 191 247 438 102 100 202 09:30 184 231 415 95 90 185 09:45 178 720 230 957 408 1677 63 336 85 370 148 706 10:00 148 196 344 118 65 183 10:15 136 274 410 96 57 153 10:30 139 216 355 62 45 107 10:45 166 589 226 912 392 1501 57 333 35 202 92 535 11:00 184 213 397 89 42 131 11:15 147 219 366 60 33 93 11:30 148 248 396 32 25 57 11:45 155 634 245 925 400 1559 28 209 32 132 60 341 TOTALS 4176 7505 11681 7861 9209 17070 SPLIT %35.8%64.2%40.6%46.1% 53.9%59.4% NB SB EB WB 12,037 16,714 0 0 AM Peak Hour 08:00 06:45 07:00 16:45 16:15 16:45 AM Pk Volume 767 1523 2115 1181 1482 2659 Pk Hr Factor 0.926 0.890 0.956 0.946 0.940 0.930 7 - 9 Volume 1364 2695 0 0 4059 2235 2882 0 0 5117 7 - 9 Peak Hour 08:00 07:00 07:00 16:45 16:15 16:45 7 - 9 Pk Volume 767 1518 0 0 2115 1181 1482 0 0 2659 Pk Hr Factor 0.926 0.887 0.000 0.000 0.956 0.946 0.940 0.000 0.000 0.930 VOLUME Prepared by NDS/ATD 13:15 13:30 13:45 12:00 12:15 12:30 12:45 13:00 16:15 16:30 14:00 14:15 14:30 4/13/2017 14:45 15:00 DAILY TOTALS PM Period 16:45 17:00 17:15 Thursday 17:30 17:45 15:15 15:30 15:45 16:00 18:00 18:15 18:30 18:45 19:00 19:15 N Tustin Ave Bet. N jefferson St & E Miraloma Ave 21:30 21:45 22:00 Total 28,751 19:30 19:45 20:00 20:15 DAILY TOTALS 22:15 22:30 22:45 23:00 23:15 23:30 TOTAL 23:45 TOTALS Total 28,751 DAILY TOTALS 21:00 21:15 20:30 4 - 6 Peak Hour 4 - 6 Pk Volume SPLIT % TOTAL Pk Hr Factor PM Peak Hour PM Pk Volume Pk Hr Factor 4 - 6 Volume 20:45 T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» APPENDIX B ICU LEVEL OF SERVICE WORKSHEETS ANAHEIM INTERSECTION CAPACITY UTILIZATION WORKSHEETS PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Existing No Project SCENARIO:Existing No Project INTERSECTION:327 Miller St / La Palma Ave INTERSECTION:331 Grove St / La Palma Ave MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 13 0.01 1,700 54 0.03 NBL 1.0 1,700 25 0.01 1,700 24 0.01 NBT 1.0 1,700 8 0.01 * 1,700 30 0.04 *NBT 1.0 1,700 1 0.03 * 1,700 0 0.04 * NBR 0.0 8 39 NBR 0.0 58 64 SBL 1.0 1,700 108 0.06 * 1,700 143 0.08 *SBL 1.0 1,700 15 0.01 * 1,700 39 0.02 * SBT 1.0 1,700 20 0.01 1,700 9 0.01 SBT 1.0 1,700 2 0.02 1,700 0 0.02 SBR 1.0 1,700 71 0.04 1,700 113 0.07 *SBR 0.0 26 30 EBL 1.0 1,700 71 0.04 * 1,700 80 0.05 *EBL 1.0 1,700 63 0.04 * 1,700 25 0.01 EBT 3.0 5,100 653 0.14 5,100 898 0.18 EBT 3.0 5,100 442 0.09 5,100 1,372 0.28 * EBR 0.0 37 43 EBR 0.0 26 39 WBL 1.0 1,700 27 0.02 1,700 34 0.02 WBL 1.0 1,700 54 0.03 1,700 56 0.03 * WBT 3.0 5,100 521 0.12 * 5,100 874 0.20 *WBT 3.0 5,100 776 0.16 * 5,100 735 0.15 WBR 0.0 109 139 WBR 0.0 43 18 N/S Movements 0.07 0.12 N/S Movements 0.04 0.06 E/W Movements 0.17 0.25 E/W Movements 0.20 0.31 Rt. Turn Component 0.00 0.00 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.29 0.42 TOTAL CAPACITY UTILIZATION 0.29 0.42 LEVEL OF SERVICE (LOS)A A LEVEL OF SERVICE (LOS)A A PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Existing No Project SCENARIO:Existing No Project INTERSECTION:335 Tustin Ave / Miraloma Ave INTERSECTION:336 Tustin Ave / Jefferson St MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 152 0.09 * 1,700 77 0.05 *NBL 1.0 1,700 4 0.00 * 1,700 8 0.00 * NBT 3.0 5,100 437 0.09 5,100 1,159 0.23 NBT 3.0 5,100 672 0.19 5,100 1,247 0.30 NBR 0.0 22 20 NBR 0.0 296 292 SBL 1.0 1,700 57 0.03 1,700 45 0.03 SBL 0.0 2 3 SBT 3.0 5,100 1,383 0.27 * 5,100 1,107 0.22 *SBT 3.0 5,100 1,575 0.31 * 5,100 1,564 0.31 * SBR 1.0 1,700 254 0.15 1,700 122 0.07 SBR 0.0 3 0 EBL 1.0 1,700 59 0.03 1,700 215 0.13 EBL 0.0 0 0 EBT 2.0 3,400 137 0.06 * 3,400 265 0.14 *EBT 1.0 1,700 0 0.00 * 1,700 1 0.01 * EBR 0.0 78 204 EBR 0.0 3 9 WBL 1.0 1,700 117 0.07 * 1,700 125 0.07 *WBL 1.0 1,700 40 0.02 * 1,700 73 0.04 * WBT 2.0 3,400 173 0.06 3,400 204 0.08 WBT 1.0 1,700 0 0.01 1,700 0 0.02 WBR 0.0 14 66 WBR 0.0 14 26 N/S Movements 0.36 0.26 N/S Movements 0.31 0.31 E/W Movements 0.13 0.21 E/W Movements 0.03 0.05 Rt. Turn Component 0.00 0.00 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.54 0.52 TOTAL CAPACITY UTILIZATION 0.39 0.41 LEVEL OF SERVICE (LOS)A A LEVEL OF SERVICE (LOS)A A PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Existing No Project SCENARIO:Existing No Project INTERSECTION:337 Tustin Ave / La Palma Ave INTERSECTION:338 Tustin Ave / Pacificenter Dr MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 3.0 5,100 604 0.12 * 5,100 303 0.06 *NBL 1.0 1,700 200 0.12 * 1,700 55 0.03 * NBT 3.0 5,100 991 0.19 5,100 1,186 0.23 NBT 4.0 6,800 2,148 0.32 6,800 1,928 0.28 NBR 1.0 1,700 617 0.36 1,700 482 0.28 NBR 0.0 40 7 SBL 2.0 3,400 35 0.01 3,400 58 0.02 SBL 1.0 1,700 50 0.03 1,700 35 0.02 SBT 4.0 6,800 1,362 0.21 * 6,800 1,483 0.23 *SBT 5.0 8,500 2,110 0.25 * 8,500 2,916 0.35 * SBR 0.0 87 70 SBR 0.0 31 29 EBL 2.0 3,400 93 0.03 3,400 188 0.06 EBL 1.0 1,700 39 0.02 * 1,700 47 0.03 * EBT 3.0 5,100 263 0.05 * 5,100 659 0.13 *EBT 0.0 3 0.00 1 0.00 EBR Free 214 644 EBR 1.0 1,700 64 0.04 1,700 153 0.09 * WBL 2.0 3,400 574 0.17 * 3,400 643 0.19 *WBL 0.0 0 0 WBT 3.0 5,100 290 0.06 5,100 534 0.10 WBT 0.0 0 0.00 * 0 0.00 * WBR 1.0 1,700 50 0.03 1,700 108 0.06 WBR 1.0 1,700 25 0.01 1,700 50 0.03 * N/S Movements 0.33 0.29 N/S Movements 0.37 0.38 E/W Movements 0.22 0.32 E/W Movements 0.02 0.03 Rt. Turn Component 0.00 0.00 Rt. Turn Component 0.00 0.04 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.60 0.66 TOTAL CAPACITY UTILIZATION 0.44 0.50 LEVEL OF SERVICE (LOS)A B LEVEL OF SERVICE (LOS)A A AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR ANAHEIM INTERSECTION CAPACITY UTILIZATION WORKSHEETS PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Existing No Project SCENARIO:Existing No Project INTERSECTION:339 Tustin Ave / SR-91 WB Ramps INTERSECTION:340 Tustin Ave / SR-91 EB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 140 0.08 * 1,700 164 0.10 *NBL 1.0 1,700 55 0.03 * 1,700 105 0.06 * NBT 3.0 5,100 1,157 0.23 5,100 1,154 0.23 NBT 3.0 5,100 475 0.09 5,100 900 0.18 NBR 0.0 0 0 NBR 0.0 2 8 SBL 0.0 0 0 SBL 1.0 1,700 2 0.00 1,700 12 0.01 SBT 3.0 5,100 1,438 0.28 * 5,100 2,193 0.43 *SBT 2.0 3,400 606 0.18 * 3,400 999 0.29 * SBR 2.0 3,400 755 0.22 3,400 880 0.26 SBR 2.0 3,400 893 0.26 3,400 1,261 0.37 EBL 0.0 0 0 EBL 1.5 3,399 846 0.25 * 3,366 401 0.12 * EBT 0.0 0 0.00 * 0 0.00 *EBT 0.5 1 0 0.00 34 4 0.12 EBR 0.0 0 0 EBR 1.0 1,700 132 0.08 * 1,700 219 0.13 WBL 1.0 1,700 40 0.02 * 1,700 63 0.04 *WBL 0.0 0 6 WBT 0.0 0 0.00 0 0.00 WBT 1.0 1,700 1 0.00 * 1,700 4 0.02 * WBR 3.0 5,100 1,237 0.24 * 5,100 825 0.16 *WBR 0.0 2 16 N/S Movements 0.36 0.53 N/S Movements 0.21 0.36 E/W Movements 0.02 0.04 E/W Movements 0.25 0.13 Rt. Turn Component 0.14 0.03 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.57 0.64 TOTAL CAPACITY UTILIZATION 0.51 0.54 LEVEL OF SERVICE (LOS)A B LEVEL OF SERVICE (LOS)A A PROJECT:Anaheim SCENARIO:Existing No Project INTERSECTION:343 Pacificenter Dr / La Palma Ave MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 0.0 0 1 NBT 0.0 0 0.00 0 0.00 NBR 2.0 3,400 80 0.02 * 3,400 95 0.03 * SBL 0.0 0 0 SBT 0.0 0 0.00 0 0.00 SBR 1.0 1,700 2 0.00 * 1,700 3 0.00 * EBL 0.0 0 * 0 EBT 4.0 6,800 490 0.07 6,800 1,368 0.20 * EBR 1.0 1,700 57 0.03 1,700 91 0.05 WBL 2.0 3,400 75 0.02 3,400 88 0.03 * WBT 3.0 5,100 884 0.17 * 5,100 818 0.16 WBR 0.0 3 1 N/S Movements 0.00 0.00 E/W Movements 0.17 0.23 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.23 0.28 LEVEL OF SERVICE (LOS)A A AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR ANAHEIM INTERSECTION CAPACITY UTILIZATION WORKSHEETS PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Existing Plus Project SCENARIO:Existing Plus Project INTERSECTION:327 Miller St / La Palma Ave INTERSECTION:331 Grove St / La Palma Ave MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 13 0.01 1,700 54 0.03 NBL 1.0 1,700 25 0.01 1,700 24 0.01 NBT 1.0 1,700 8 0.01 * 1,700 30 0.04 *NBT 1.0 1,700 1 0.03 * 1,700 0 0.04 * NBR 0.0 8 39 NBR 0.0 58 64 SBL 1.0 1,700 108 0.06 * 1,700 143 0.08 *SBL 1.0 1,700 15 0.01 * 1,700 39 0.02 * SBT 1.0 1,700 20 0.01 1,700 9 0.01 SBT 1.0 1,700 2 0.02 1,700 0 0.02 SBR 1.0 1,700 71 0.04 1,700 113 0.07 *SBR 0.0 26 30 EBL 1.0 1,700 71 0.04 * 1,700 80 0.05 *EBL 1.0 1,700 63 0.04 * 1,700 25 0.01 EBT 3.0 5,100 659 0.14 5,100 916 0.19 EBT 3.0 5,100 448 0.09 5,100 1,390 0.28 * EBR 0.0 37 43 EBR 0.0 26 39 WBL 1.0 1,700 27 0.02 1,700 34 0.02 WBL 1.0 1,700 54 0.03 1,700 56 0.03 * WBT 3.0 5,100 539 0.13 * 5,100 884 0.20 *WBT 3.0 5,100 794 0.16 * 5,100 745 0.15 WBR 0.0 109 139 WBR 0.0 43 18 N/S Movements 0.07 0.12 N/S Movements 0.04 0.06 E/W Movements 0.17 0.25 E/W Movements 0.20 0.31 Rt. Turn Component 0.00 0.00 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.29 0.42 TOTAL CAPACITY UTILIZATION 0.29 0.42 LEVEL OF SERVICE (LOS)A A LEVEL OF SERVICE (LOS)A A PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Existing Plus Project SCENARIO:Existing Plus Project INTERSECTION:335 Tustin Ave / Miraloma Ave INTERSECTION:336 Tustin Ave / Jefferson St MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 152 0.09 * 1,700 77 0.05 *NBL 1.0 1,700 4 0.00 * 1,700 8 0.00 * NBT 3.0 5,100 464 0.10 5,100 1,174 0.23 NBT 3.0 5,100 699 0.20 5,100 1,262 0.30 NBR 0.0 22 20 NBR 0.0 296 292 SBL 1.0 1,700 57 0.03 1,700 45 0.03 SBL 0.0 2 3 SBT 3.0 5,100 1,392 0.27 * 5,100 1,134 0.22 *SBT 3.0 5,100 1,584 0.31 * 5,100 1,591 0.31 * SBR 1.0 1,700 254 0.15 1,700 122 0.07 SBR 0.0 3 0 EBL 1.0 1,700 59 0.03 1,700 215 0.13 EBL 0.0 0 0 EBT 2.0 3,400 137 0.06 * 3,400 265 0.14 *EBT 1.0 1,700 0 0.00 * 1,700 1 0.01 * EBR 0.0 78 204 EBR 0.0 3 9 WBL 1.0 1,700 117 0.07 * 1,700 125 0.07 *WBL 1.0 1,700 40 0.02 * 1,700 73 0.04 * WBT 2.0 3,400 173 0.06 3,400 204 0.08 WBT 1.0 1,700 0 0.01 1,700 0 0.02 WBR 0.0 14 66 WBR 0.0 14 26 N/S Movements 0.36 0.27 N/S Movements 0.31 0.32 E/W Movements 0.13 0.21 E/W Movements 0.03 0.05 Rt. Turn Component 0.00 0.00 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.54 0.53 TOTAL CAPACITY UTILIZATION 0.39 0.42 LEVEL OF SERVICE (LOS)A A LEVEL OF SERVICE (LOS)A A PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Existing Plus Project SCENARIO:Existing Plus Project INTERSECTION:337 Tustin Ave / La Palma Ave INTERSECTION:338 Tustin Ave / Pacificenter Dr MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 3.0 5,100 583 0.11 * 5,100 278 0.05 *NBL 1.0 1,700 237 0.14 * 1,700 174 0.10 * NBT 3.0 5,100 1,004 0.20 5,100 1,193 0.23 NBT 4.0 6,800 2,148 0.32 6,800 1,928 0.28 NBR 1.0 1,700 626 0.37 * 1,700 487 0.29 NBR 0.0 40 7 SBL 2.0 3,400 35 0.01 3,400 58 0.02 SBL 1.0 1,700 50 0.03 1,700 35 0.02 SBT 4.0 6,800 1,371 0.21 * 6,800 1,510 0.23 *SBT 5.0 8,500 2,139 0.26 * 8,500 2,932 0.35 * SBR 0.0 87 70 SBR 0.0 40 56 EBL 2.0 3,400 107 0.03 3,400 196 0.06 EBL 1.0 1,700 40 0.02 * 1,700 34 0.02 * EBT 3.0 5,100 272 0.05 * 5,100 664 0.13 *EBT 0.0 3 0.00 1 0.00 EBR Free 243 660 EBR 1.0 1,700 152 0.09 1,700 203 0.12 * WBL 2.0 3,400 574 0.17 * 3,400 643 0.19 *WBL 0.0 0 0 WBT 3.0 5,100 296 0.06 5,100 552 0.11 WBT 0.0 0 0.00 * 0 0.00 * WBR 1.0 1,700 50 0.03 1,700 108 0.06 WBR 1.0 1,700 25 0.01 1,700 50 0.03 * N/S Movements 0.33 0.29 N/S Movements 0.40 0.45 E/W Movements 0.22 0.32 E/W Movements 0.02 0.02 Rt. Turn Component 0.00 0.00 Rt. Turn Component 0.00 0.01 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.60 0.66 TOTAL CAPACITY UTILIZATION 0.47 0.53 LEVEL OF SERVICE (LOS)A B LEVEL OF SERVICE (LOS)A A AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR ANAHEIM INTERSECTION CAPACITY UTILIZATION WORKSHEETS PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Existing Plus Project SCENARIO:Existing Plus Project INTERSECTION:339 Tustin Ave / SR-91 WB Ramps INTERSECTION:340 Tustin Ave / SR-91 EB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 140 0.08 * 1,700 164 0.10 *NBL 1.0 1,700 55 0.03 * 1,700 105 0.06 * NBT 3.0 5,100 1,177 0.23 5,100 1,218 0.24 NBT 3.0 5,100 478 0.09 5,100 909 0.18 NBR 0.0 0 0 NBR 0.0 2 8 SBL 0.0 0 0 SBL 1.0 1,700 2 0.00 1,700 12 0.01 SBT 3.0 5,100 1,501 0.29 * 5,100 2,229 0.44 *SBT 2.0 3,400 615 0.18 * 3,400 1,004 0.30 * SBR 2.0 3,400 809 0.24 3,400 911 0.27 SBR 2.0 3,400 947 0.28 3,400 1,292 0.38 EBL 0.0 0 0 EBL 1.5 3,399 863 0.25 * 3,370 456 0.14 * EBT 0.0 0 0.00 * 0 0.00 *EBT 0.5 1 0 0.00 30 4 0.14 EBR 0.0 0 0 EBR 1.0 1,700 132 0.08 * 1,700 219 0.13 WBL 1.0 1,700 40 0.02 * 1,700 63 0.04 *WBL 0.0 0 6 WBT 0.0 0 0.00 0 0.00 WBT 1.0 1,700 1 0.00 * 1,700 4 0.02 * WBR 3.0 5,100 1,254 0.25 * 5,100 880 0.17 *WBR 0.0 2 16 N/S Movements 0.38 0.53 N/S Movements 0.21 0.36 E/W Movements 0.02 0.04 E/W Movements 0.26 0.15 Rt. Turn Component 0.14 0.04 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.59 0.66 TOTAL CAPACITY UTILIZATION 0.52 0.56 LEVEL OF SERVICE (LOS)A B LEVEL OF SERVICE (LOS)A A PROJECT:Anaheim SCENARIO:Existing Plus Project INTERSECTION:343 Pacificenter Dr / La Palma Ave MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 39 0.02 * 1,700 35 0.02 * NBT 0.0 0 0.00 0 0.00 NBR 1.0 1,700 132 0.08 * 1,700 125 0.07 * SBL 0.0 0 0 SBT 0.0 0 0.00 * 0 0.00 * SBR 1.0 1,700 2 0.00 * 1,700 3 0.00 * EBL 0.0 0 * 0 EBT 4.0 6,800 490 0.07 6,800 1,368 0.20 * EBR 1.0 1,700 63 0.04 1,700 109 0.06 WBL 2.0 3,400 81 0.02 3,400 106 0.03 * WBT 3.0 5,100 884 0.17 * 5,100 818 0.16 WBR 0.0 3 1 N/S Movements 0.02 0.02 E/W Movements 0.17 0.23 Rt. Turn Component 0.03 0.02 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.28 0.33 LEVEL OF SERVICE (LOS)A A AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR ANAHEIM INTERSECTION CAPACITY UTILIZATION WORKSHEETS PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Cumulative (2022) Baseline SCENARIO:Cumulative (2022) Baseline INTERSECTION:327 Miller St / La Palma Ave INTERSECTION:331 Grove St / La Palma Ave MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 14 0.01 1,700 57 0.03 NBL 1.0 1,700 26 0.02 1,700 25 0.01 NBT 1.0 1,700 8 0.01 * 1,700 32 0.04 *NBT 1.0 1,700 1 0.04 * 1,700 0 0.04 * NBR 0.0 8 41 NBR 0.0 61 67 SBL 1.0 1,700 113 0.07 * 1,700 150 0.09 *SBL 1.0 1,700 16 0.01 * 1,700 41 0.02 * SBT 1.0 1,700 21 0.01 1,700 9 0.01 SBT 1.0 1,700 2 0.02 1,700 0 0.02 SBR 1.0 1,700 75 0.04 1,700 119 0.07 *SBR 0.0 27 32 EBL 1.0 1,700 75 0.04 * 1,700 84 0.05 *EBL 1.0 1,700 66 0.04 * 1,700 26 0.02 EBT 3.0 5,100 699 0.14 5,100 946 0.19 EBT 3.0 5,100 477 0.10 5,100 1,444 0.29 * EBR 0.0 39 45 EBR 0.0 27 41 WBL 1.0 1,700 28 0.02 1,700 36 0.02 WBL 1.0 1,700 57 0.03 1,700 59 0.03 * WBT 3.0 5,100 549 0.13 * 5,100 932 0.21 *WBT 3.0 5,100 817 0.17 * 5,100 786 0.16 WBR 0.0 114 146 WBR 0.0 45 19 N/S Movements 0.08 0.13 N/S Movements 0.05 0.06 E/W Movements 0.17 0.26 E/W Movements 0.21 0.33 Rt. Turn Component 0.00 0.00 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.30 0.44 TOTAL CAPACITY UTILIZATION 0.30 0.44 LEVEL OF SERVICE (LOS)A A LEVEL OF SERVICE (LOS)A A PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Cumulative (2022) Baseline SCENARIO:Cumulative (2022) Baseline INTERSECTION:335 Tustin Ave / Miraloma Ave INTERSECTION:336 Tustin Ave / Jefferson St MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 160 0.09 * 1,700 81 0.05 *NBL 1.0 1,700 4 0.00 * 1,700 8 0.00 * NBT 3.0 5,100 460 0.09 5,100 1,223 0.24 NBT 3.0 5,100 807 0.22 5,100 1,329 0.32 NBR 0.0 23 21 NBR 0.0 311 307 SBL 1.0 1,700 60 0.04 1,700 47 0.03 SBL 0.0 2 3 SBT 3.0 5,100 1,457 0.29 * 5,100 1,164 0.23 *SBT 3.0 5,100 1,669 0.33 * 5,100 1,736 0.34 * SBR 1.0 1,700 267 0.16 1,700 128 0.08 SBR 0.0 3 0 EBL 1.0 1,700 62 0.04 1,700 226 0.13 EBL 0.0 0 0 EBT 2.0 3,400 144 0.07 * 3,400 278 0.14 *EBT 1.0 1,700 0 0.00 * 1,700 1 0.01 * EBR 0.0 82 214 EBR 0.0 3 9 WBL 1.0 1,700 123 0.07 * 1,700 131 0.08 *WBL 1.0 1,700 42 0.02 * 1,700 77 0.05 * WBT 2.0 3,400 182 0.06 3,400 214 0.08 WBT 1.0 1,700 0 0.01 1,700 0 0.02 WBR 0.0 15 69 WBR 0.0 15 27 N/S Movements 0.38 0.28 N/S Movements 0.33 0.35 E/W Movements 0.14 0.22 E/W Movements 0.03 0.05 Rt. Turn Component 0.00 0.00 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.57 0.55 TOTAL CAPACITY UTILIZATION 0.41 0.45 LEVEL OF SERVICE (LOS)A A LEVEL OF SERVICE (LOS)A A PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Cumulative (2022) Baseline SCENARIO:Cumulative (2022) Baseline INTERSECTION:337 Tustin Ave / La Palma Ave INTERSECTION:338 Tustin Ave / Pacificenter Dr MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 3.0 5,100 634 0.12 * 5,100 324 0.06 *NBL 1.0 1,700 210 0.12 1,700 58 0.03 * NBT 3.0 5,100 1,132 0.22 5,100 1,263 0.25 NBT 4.0 6,800 2,482 0.37 * 6,800 2,071 0.31 NBR 1.0 1,700 784 0.46 * 1,700 527 0.31 NBR 0.0 42 7 SBL 2.0 3,400 38 0.01 3,400 66 0.02 SBL 1.0 1,700 53 0.03 * 1,700 37 0.02 SBT 4.0 6,800 1,443 0.23 * 6,800 1,640 0.25 *SBT 5.0 8,500 2,248 0.27 8,500 3,296 0.39 * SBR 0.0 92 80 SBR 0.0 33 30 EBL 2.0 3,400 103 0.03 3,400 198 0.06 EBL 1.0 1,700 41 0.02 * 1,700 49 0.03 * EBT 3.0 5,100 284 0.06 * 5,100 694 0.14 *EBT 0.0 3 0.00 1 0.00 EBR Free 225 676 EBR 1.0 1,700 67 0.04 1,700 161 0.09 * WBL 2.0 3,400 622 0.18 * 3,400 822 0.24 *WBL 0.0 0 0 WBT 3.0 5,100 306 0.06 5,100 569 0.11 WBT 0.0 0 0.00 * 0 0.00 * WBR 1.0 1,700 58 0.03 1,700 114 0.07 WBR 1.0 1,700 26 0.02 1,700 53 0.03 * N/S Movements 0.35 0.32 N/S Movements 0.40 0.43 E/W Movements 0.24 0.38 E/W Movements 0.02 0.03 Rt. Turn Component 0.00 0.00 Rt. Turn Component 0.00 0.04 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.64 0.74 TOTAL CAPACITY UTILIZATION 0.48 0.55 LEVEL OF SERVICE (LOS)B C LEVEL OF SERVICE (LOS)A A AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR ANAHEIM INTERSECTION CAPACITY UTILIZATION WORKSHEETS PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Cumulative (2022) Baseline SCENARIO:Cumulative (2022) Baseline INTERSECTION:339 Tustin Ave / SR-91 WB Ramps INTERSECTION:340 Tustin Ave / SR-91 EB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 147 0.09 * 1,700 172 0.10 *NBL 1.0 1,700 58 0.03 * 1,700 110 0.06 * NBT 3.0 5,100 1,335 0.26 5,100 1,237 0.24 NBT 3.0 5,100 512 0.10 5,100 948 0.19 NBR 0.0 0 0 NBR 0.0 2 8 SBL 0.0 0 0 SBL 1.0 1,700 2 0.00 1,700 13 0.01 SBT 3.0 5,100 1,527 0.30 * 5,100 2,427 0.48 *SBT 2.0 3,400 638 0.19 * 3,400 1,063 0.31 * SBR 2.0 3,400 808 0.24 3,400 1,034 0.30 SBR 2.0 3,400 953 0.28 3,400 1,434 0.42 EBL 0.0 0 0 EBL 1.5 3,399 995 0.29 * 3,370 443 0.13 * EBT 0.0 0 0.00 * 0 0.00 *EBT 0.5 1 0 0.00 30 4 0.13 EBR 0.0 0 0 EBR 1.0 1,700 139 0.08 * 1,700 230 0.14 WBL 1.0 1,700 42 0.02 * 1,700 66 0.04 *WBL 0.0 0 6 WBT 0.0 0 0.00 0 0.00 WBT 1.0 1,700 1 0.00 * 1,700 4 0.02 * WBR 3.0 5,100 1,406 0.28 * 5,100 888 0.17 *WBR 0.0 2 17 N/S Movements 0.39 0.58 N/S Movements 0.22 0.38 E/W Movements 0.02 0.04 E/W Movements 0.29 0.15 Rt. Turn Component 0.16 0.03 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.63 0.70 TOTAL CAPACITY UTILIZATION 0.57 0.57 LEVEL OF SERVICE (LOS)B B LEVEL OF SERVICE (LOS)A A PROJECT:Anaheim SCENARIO:Cumulative (2022) Baseline INTERSECTION:343 Pacificenter Dr / La Palma Ave MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 0.0 0 0 NBT 0.0 0 0.00 0 0.00 NBR 2.0 3,400 84 0.02 * 3,400 101 0.03 * SBL 0.0 0 0 SBT 0.0 0 0.00 0 0.00 SBR 1.0 1,700 2 0.00 * 1,700 3 0.00 * EBL 0.0 0 * 0 EBT 4.0 6,800 528 0.08 6,800 1,439 0.21 * EBR 1.0 1,700 60 0.04 1,700 96 0.06 WBL 2.0 3,400 79 0.02 3,400 92 0.03 * WBT 3.0 5,100 930 0.18 * 5,100 873 0.17 WBR 0.0 3 1 N/S Movements 0.00 0.00 E/W Movements 0.18 0.24 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.24 0.29 LEVEL OF SERVICE (LOS)A A AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR ANAHEIM INTERSECTION CAPACITY UTILIZATION WORKSHEETS PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Cumulative (2022) Plus Project SCENARIO:Cumulative (2022) Plus Project INTERSECTION:327 Miller St / La Palma Ave INTERSECTION:331 Grove St / La Palma Ave MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 14 0.01 1,700 57 0.03 NBL 1.0 1,700 26 0.02 1,700 25 0.01 NBT 1.0 1,700 8 0.01 * 1,700 32 0.04 *NBT 1.0 1,700 1 0.04 * 1,700 0 0.04 * NBR 0.0 8 41 NBR 0.0 61 67 SBL 1.0 1,700 113 0.07 * 1,700 150 0.09 *SBL 1.0 1,700 16 0.01 * 1,700 41 0.02 * SBT 1.0 1,700 21 0.01 1,700 9 0.01 SBT 1.0 1,700 2 0.02 1,700 0 0.02 SBR 1.0 1,700 75 0.04 1,700 119 0.07 *SBR 0.0 27 32 EBL 1.0 1,700 75 0.04 * 1,700 84 0.05 *EBL 1.0 1,700 66 0.04 * 1,700 26 0.02 EBT 3.0 5,100 705 0.15 5,100 964 0.20 EBT 3.0 5,100 483 0.10 5,100 1,462 0.29 * EBR 0.0 39 45 EBR 0.0 27 41 WBL 1.0 1,700 28 0.02 1,700 36 0.02 WBL 1.0 1,700 57 0.03 1,700 59 0.03 * WBT 3.0 5,100 567 0.13 * 5,100 942 0.21 *WBT 3.0 5,100 835 0.17 * 5,100 796 0.16 WBR 0.0 114 146 WBR 0.0 45 19 N/S Movements 0.08 0.13 N/S Movements 0.05 0.06 E/W Movements 0.18 0.26 E/W Movements 0.21 0.33 Rt. Turn Component 0.00 0.00 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.30 0.44 TOTAL CAPACITY UTILIZATION 0.31 0.44 LEVEL OF SERVICE (LOS)A A LEVEL OF SERVICE (LOS)A A PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Cumulative (2022) Plus Project SCENARIO:Cumulative (2022) Plus Project INTERSECTION:335 Tustin Ave / Miraloma Ave INTERSECTION:336 Tustin Ave / Jefferson St MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 160 0.09 * 1,700 81 0.05 *NBL 1.0 1,700 4 0.00 * 1,700 8 0.00 * NBT 3.0 5,100 487 0.10 5,100 1,238 0.25 NBT 3.0 5,100 834 0.22 5,100 1,344 0.32 NBR 0.0 23 21 NBR 0.0 311 307 SBL 1.0 1,700 60 0.04 1,700 47 0.03 SBL 0.0 2 3 SBT 3.0 5,100 1,466 0.29 * 5,100 1,191 0.23 *SBT 3.0 5,100 1,678 0.33 * 5,100 1,763 0.35 * SBR 1.0 1,700 267 0.16 1,700 128 0.08 SBR 0.0 3 0 EBL 1.0 1,700 62 0.04 1,700 226 0.13 EBL 0.0 0 0 EBT 2.0 3,400 144 0.07 * 3,400 278 0.14 *EBT 1.0 1,700 0 0.00 * 1,700 1 0.01 * EBR 0.0 82 214 EBR 0.0 3 9 WBL 1.0 1,700 123 0.07 * 1,700 131 0.08 *WBL 1.0 1,700 42 0.02 * 1,700 77 0.05 * WBT 2.0 3,400 182 0.06 3,400 214 0.08 WBT 1.0 1,700 0 0.01 1,700 0 0.02 WBR 0.0 15 69 WBR 0.0 15 27 N/S Movements 0.38 0.28 N/S Movements 0.33 0.35 E/W Movements 0.14 0.22 E/W Movements 0.03 0.05 Rt. Turn Component 0.00 0.00 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.57 0.55 TOTAL CAPACITY UTILIZATION 0.41 0.45 LEVEL OF SERVICE (LOS)A A LEVEL OF SERVICE (LOS)A A PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Cumulative (2022) Plus Project SCENARIO:Cumulative (2022) Plus Project INTERSECTION:337 Tustin Ave / La Palma Ave INTERSECTION:338 Tustin Ave / Pacificenter Dr MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 3.0 5,100 613 0.12 * 5,100 299 0.06 *NBL 1.0 1,700 247 0.15 * 1,700 177 0.10 * NBT 3.0 5,100 1,145 0.22 5,100 1,270 0.25 NBT 4.0 6,800 2,482 0.37 6,800 2,071 0.31 NBR 1.0 1,700 793 0.47 * 1,700 532 0.31 NBR 0.0 42 7 SBL 2.0 3,400 38 0.01 3,400 66 0.02 SBL 1.0 1,700 53 0.03 1,700 37 0.02 SBT 4.0 6,800 1,452 0.23 * 6,800 1,667 0.26 *SBT 5.0 8,500 2,277 0.27 * 8,500 3,312 0.40 * SBR 0.0 92 80 SBR 0.0 42 57 EBL 2.0 3,400 117 0.03 3,400 206 0.06 EBL 1.0 1,700 42 0.02 * 1,700 36 0.02 * EBT 3.0 5,100 293 0.06 * 5,100 699 0.14 *EBT 0.0 3 0.00 1 0.00 EBR Free 254 692 EBR 1.0 1,700 155 0.09 1,700 211 0.12 * WBL 2.0 3,400 622 0.18 * 3,400 822 0.24 *WBL 0.0 0 0 WBT 3.0 5,100 312 0.06 5,100 587 0.12 WBT 0.0 0 0.00 * 0 0.00 * WBR 1.0 1,700 58 0.03 1,700 114 0.07 WBR 1.0 1,700 26 0.02 1,700 53 0.03 * N/S Movements 0.35 0.32 N/S Movements 0.42 0.50 E/W Movements 0.24 0.38 E/W Movements 0.02 0.02 Rt. Turn Component 0.00 0.00 Rt. Turn Component 0.00 0.01 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.64 0.74 TOTAL CAPACITY UTILIZATION 0.49 0.58 LEVEL OF SERVICE (LOS)B C LEVEL OF SERVICE (LOS)A A AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR ANAHEIM INTERSECTION CAPACITY UTILIZATION WORKSHEETS PROJECT:Anaheim PROJECT:Anaheim SCENARIO:Cumulative (2022) Plus Project SCENARIO:Cumulative (2022) Plus Project INTERSECTION:339 Tustin Ave / SR-91 WB Ramps INTERSECTION:340 Tustin Ave / SR-91 EB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 147 0.09 * 1,700 172 0.10 *NBL 1.0 1,700 58 0.03 * 1,700 110 0.06 * NBT 3.0 5,100 1,355 0.27 5,100 1,301 0.26 NBT 3.0 5,100 515 0.10 5,100 957 0.19 NBR 0.0 0 0 NBR 0.0 2 8 SBL 0.0 0 0 SBL 1.0 1,700 2 0.00 1,700 13 0.01 SBT 3.0 5,100 1,590 0.31 * 5,100 2,463 0.48 *SBT 2.0 3,400 647 0.19 * 3,400 1,068 0.31 * SBR 2.0 3,400 862 0.25 3,400 1,065 0.31 SBR 2.0 3,400 1,007 0.30 3,400 1,465 0.43 EBL 0.0 0 0 EBL 1.5 3,399 1,012 0.30 * 3,373 498 0.15 * EBT 0.0 0 0.00 * 0 0.00 *EBT 0.5 1 0 0.00 27 4 0.15 EBR 0.0 0 0 EBR 1.0 1,700 139 0.08 * 1,700 230 0.14 WBL 1.0 1,700 42 0.02 * 1,700 66 0.04 *WBL 0.0 0 6 WBT 0.0 0 0.00 0 0.00 WBT 1.0 1,700 1 0.00 * 1,700 4 0.02 * WBR 3.0 5,100 1,423 0.28 * 5,100 943 0.18 *WBR 0.0 2 17 N/S Movements 0.40 0.58 N/S Movements 0.22 0.38 E/W Movements 0.02 0.04 E/W Movements 0.30 0.16 Rt. Turn Component 0.17 0.04 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.64 0.72 TOTAL CAPACITY UTILIZATION 0.57 0.59 LEVEL OF SERVICE (LOS)B C LEVEL OF SERVICE (LOS)A A PROJECT:Anaheim SCENARIO:Cumulative (2022) Plus Project INTERSECTION:343 Pacificenter Dr / La Palma Ave MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 39 0.02 * 1,700 35 0.02 * NBT 0.0 0 0.00 0 0.00 NBR 1.0 1,700 136 0.08 * 1,700 130 0.08 * SBL 0.0 0 0 SBT 0.0 0 0.00 * 0 0.00 * SBR 1.0 1,700 2 0.00 * 1,700 3 0.00 * EBL 0.0 0 * 0 EBT 4.0 6,800 528 0.08 6,800 1,439 0.21 * EBR 1.0 1,700 66 0.04 1,700 114 0.07 WBL 2.0 3,400 85 0.03 3,400 110 0.03 * WBT 3.0 5,100 930 0.18 * 5,100 873 0.17 WBR 0.0 3 1 N/S Movements 0.02 0.02 E/W Movements 0.18 0.24 Rt. Turn Component 0.03 0.03 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.29 0.34 LEVEL OF SERVICE (LOS)A A AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR AM PEAK HOUR PM PEAK HOUR T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» APPENDIX C HCM LEVEL OF SERVICE WORKSHEETS HC M 2 0 1 0 T W S C Li n k O C [ H N S 1 6 0 1 ] 40 : N T u s t i n A v e & J e f f e r s o n S t HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y Li n k O C [ H N S 1 6 0 1 ] 43 : N T u s t i n A v e & S R - 9 1 W e s t b o u n d R a m p s HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y Li n k O C [ H N S 1 6 0 1 ] 44 : N T u s t i n A v e & S R - 9 1 E a s t b o u n d R a m p s HC M 2 0 1 0 T W S C Li n k O C [ H N S 1 6 0 1 ] 40 : N T u s t i n A v e & J e f f e r s o n S t HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y Li n k O C [ H N S 1 6 0 1 ] 43 : N T u s t i n A v e & S R - 9 1 W e s t b o u n d R a m p s HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y Li n k O C [ H N S 1 6 0 1 ] 44 : N T u s t i n A v e & S R - 9 1 E a s t b o u n d R a m p s HC M 2 0 1 0 T W S C 40 : N T u s t i n A v e & J e f f e r s o n S t HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y 43 : N T u s t i n A v e & S R - 9 1 W e s t b o u n d R a m p s HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y 44 : N T u s t i n A v e & S R - 9 1 E a s t b o u n d R a m p s HC M 2 0 1 0 T W S C 40 : N T u s t i n A v e & J e f f e r s o n S t HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y 43 : N T u s t i n A v e & S R - 9 1 W e s t b o u n d R a m p s HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y 44 : N T u s t i n A v e & S R - 9 1 E a s t b o u n d R a m p s HC M 2 0 1 0 T W S C 40 : N T u s t i n A v e & J e f f e r s o n S t HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y 43 : N T u s t i n A v e & S R - 9 1 W e s t b o u n d R a m p s HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y 44 : N T u s t i n A v e & S R - 9 1 E a s t b o u n d R a m p s HC M 2 0 1 0 T W S C 40 : N T u s t i n A v e & J e f f e r s o n S t HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y 43 : N T u s t i n A v e & S R - 9 1 W e s t b o u n d R a m p s HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y 44 : N T u s t i n A v e & S R - 9 1 E a s t b o u n d R a m p s HC M 2 0 1 0 T W S C 40 : N T u s t i n A v e & J e f f e r s o n S t HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y 43 : N T u s t i n A v e & S R - 9 1 W e s t b o u n d R a m p s HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y 44 : N T u s t i n A v e & S R - 9 1 E a s t b o u n d R a m p s HC M 2 0 1 0 T W S C 40 : N T u s t i n A v e & J e f f e r s o n S t HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y 43 : N T u s t i n A v e & S R - 9 1 W e s t b o u n d R a m p s HC M 2 0 1 0 S i g n a l i z e d I n t e r s e c t i o n S u m m a r y 44 : N T u s t i n A v e & S R - 9 1 E a s t b o u n d R a m p s T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» APPENDIX D INTERNAL INTERSECTION QUEUEING AND LEVEL OF SERVICE WORKSHEETS Queuing and Blocking Report Existing - PM Peak Hour 10/10/2017 Link OC [HNS1601]SimTraffic Report LSA - DL Page 1 Intersection: 46: Pacificenter Drive & La Palma Avenue Movement EB EB EB EB EB WB WB NB NB Directions Served T T T T R L L R R Maximum Queue (ft) 125 80 194 383 164 101 64 104 100 Average Queue (ft) 56 22 17 118 35 34 14 35 25 95th Queue (ft)102 59 126 323 137 78 45 76 67 Link Distance (ft)1281 1281 1281 1281 421 135 135 Upstream Blk Time (%)0 0 Queuing Penalty (veh)0 0 Storage Bay Dist (ft)150 95 Storage Blk Time (%) 10 1 Queuing Penalty (veh)9 0 HCM 2010 TWSC 101: Pacificenter Drive & Residential Dwy/Pacificenter Dr 07/19/2017 Link OC [HNS1601] 5:00 pm 07/18/2017 Cumulative Plus Project - AM Peak Hour Synchro 9 Report LSA - DL Page 1 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR HCM 2010 AWSC 103: Pacificenter Drive & Pacificenter Dr 07/19/2017 Link OC [HNS1601] 5:00 pm 07/18/2017 Cumulative Plus Project - AM Peak Hour Synchro 9 Report LSA - DL Page 2 Intersection Intersection Delay, s/veh10.3 Intersection LOS B Movement WBU WBL WBR NBU NBT NBR SBU SBL SBT HCM 2010 TWSC 104: Pacificenter Drive 07/19/2017 Link OC [HNS1601] 5:00 pm 07/18/2017 Cumulative Plus Project - AM Peak Hour Synchro 9 Report LSA - DL Page 3 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR HCM 2010 TWSC 105: Pacificenter Drive 07/19/2017 Link OC [HNS1601] 5:00 pm 07/18/2017 Cumulative Plus Project - AM Peak Hour Synchro 9 Report LSA - DL Page 4 Intersection Int Delay, s/veh 5.4 Movement EBL EBR NBL NBT SBT SBR HCM 2010 TWSC 106: Pacificenter Drive 07/19/2017 Link OC [HNS1601] 5:00 pm 07/18/2017 Cumulative Plus Project - AM Peak Hour Synchro 9 Report LSA - DL Page 5 Intersection Int Delay, s/veh 2 Movement EBL EBR NBL NBT SBT SBR HCM 2010 TWSC 107: Pacificenter Drive 07/19/2017 Link OC [HNS1601] 5:00 pm 07/18/2017 Cumulative Plus Project - AM Peak Hour Synchro 9 Report LSA - DL Page 6 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR HCM 2010 TWSC 108: Pacificenter Dr 07/19/2017 Link OC [HNS1601] 5:00 pm 07/18/2017 Cumulative Plus Project - AM Peak Hour Synchro 9 Report LSA - DL Page 7 Intersection Int Delay, s/veh 1.3 Movement EBT EBR WBL WBT NBL NBR HCM 2010 TWSC 101: Pacificenter Drive & Residential Dwy/Pacificenter Dr 07/19/2017 Link OC [HNS1601] 5:00 pm 04/19/2017 Cumulative Plus Project - PM Peak Hour Synchro 9 Report LSA - DL Page 1 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR HCM 2010 AWSC 103: Pacificenter Drive & Pacificenter Dr 07/19/2017 Link OC [HNS1601] 5:00 pm 04/19/2017 Cumulative Plus Project - PM Peak Hour Synchro 9 Report LSA - DL Page 2 Intersection Intersection Delay, s/veh 9.8 Intersection LOS A Movement WBU WBL WBR NBU NBT NBR SBU SBL SBT HCM 2010 TWSC 104: Pacificenter Drive 07/19/2017 Link OC [HNS1601] 5:00 pm 04/19/2017 Cumulative Plus Project - PM Peak Hour Synchro 9 Report LSA - DL Page 3 Intersection Int Delay, s/veh 6.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR HCM 2010 TWSC 105: Pacificenter Drive 07/19/2017 Link OC [HNS1601] 5:00 pm 04/19/2017 Cumulative Plus Project - PM Peak Hour Synchro 9 Report LSA - DL Page 4 Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR HCM 2010 TWSC 106: Pacificenter Drive 07/19/2017 Link OC [HNS1601] 5:00 pm 04/19/2017 Cumulative Plus Project - PM Peak Hour Synchro 9 Report LSA - DL Page 5 Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR HCM 2010 TWSC 107: Pacificenter Drive 07/19/2017 Link OC [HNS1601] 5:00 pm 04/19/2017 Cumulative Plus Project - PM Peak Hour Synchro 9 Report LSA - DL Page 6 Intersection Int Delay, s/veh 0 Movement EBL EBT WBT WBR SBL SBR HCM 2010 TWSC 108: Pacificenter Dr 07/19/2017 Link OC [HNS1601] 5:00 pm 04/19/2017 Cumulative Plus Project - PM Peak Hour Synchro 9 Report LSA - DL Page 7 Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Queuing and Blocking Report Cumulative Plus Project - AM Peak Hour 07/19/2017 Link OC [HNS1601]SimTraffic Report LSA - DL Page 3 Intersection: 101: Pacificenter Drive & Residential Dwy/Pacificenter Dr Movement EB WB NB SB SB Directions Served LTR LTR L L TR Maximum Queue (ft)71 50 23 18 9 Average Queue (ft)33 21 1 1 0 95th Queue (ft)57 46 11 11 6 Link Distance (ft)132 136 99 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)85 75 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 102: Pacificenter Drive Movement SB SB Directions Served T TR Maximum Queue (ft)35 12 Average Queue (ft)6 1 95th Queue (ft)26 8 Link Distance (ft)159 159 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 103: Pacificenter Drive & Pacificenter Dr Movement WB WB NB NB SB SB Directions Served L R T TR LT T Maximum Queue (ft)81 50 32 61 50 21 Average Queue (ft)44 19 13 32 21 7 95th Queue (ft)75 42 29 49 35 21 Link Distance (ft)81 81 208 208 39 39 Upstream Blk Time (%) 0 1 0 Queuing Penalty (veh) 0 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Cumulative Plus Project - AM Peak Hour 07/19/2017 Link OC [HNS1601]SimTraffic Report LSA - DL Page 4 Intersection: 104: Pacificenter Drive Movement EB WB NB SB Directions Served LTR LTR T LT Maximum Queue (ft)61 28 6 14 Average Queue (ft)31 11 0 0 95th Queue (ft)51 33 4 5 Link Distance (ft)132 102 13 208 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 105: Pacificenter Drive Movement EB Directions Served LR Maximum Queue (ft)65 Average Queue (ft)33 95th Queue (ft)55 Link Distance (ft)85 Upstream Blk Time (%) 0 Queuing Penalty (veh) 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 106: Pacificenter Drive Movement EB Directions Served LR Maximum Queue (ft)34 Average Queue (ft)9 95th Queue (ft)31 Link Distance (ft)169 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Cumulative Plus Project - AM Peak Hour 07/19/2017 Link OC [HNS1601]SimTraffic Report LSA - DL Page 5 Intersection: 107: Pacificenter Drive Movement EB WB Directions Served LT TR Maximum Queue (ft)30 30 Average Queue (ft)3 2 95th Queue (ft)17 16 Link Distance (ft)148 163 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 108: Pacificenter Dr Movement WB WB NB Directions Served L T LR Maximum Queue (ft)36 35 56 Average Queue (ft)5 2 24 95th Queue (ft)25 15 47 Link Distance (ft)188 139 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 105 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 109: N Tustin Ave & Pacificenter Dr Movement EB NB NB NB NB SB SB SB SB SB Directions Served R T T T T T T T T TR Maximum Queue (ft)59 166 72 53 66 238 228 179 121 34 Average Queue (ft)29 160 4 2 6 89 77 44 10 2 95th Queue (ft)53 166 38 27 42 212 201 143 64 22 Link Distance (ft)137 132 132 132 132 258 258 258 258 258 Upstream Blk Time (%)63 0 0 0 0 0 Queuing Penalty (veh)323 0 0 0 1 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 1468 Queuing and Blocking Report Cumulative Plus Project - PM Peak Hour 07/19/2017 Link OC [HNS1601]SimTraffic Report LSA - DL Page 3 Intersection: 101: Pacificenter Drive & Residential Dwy/Pacificenter Dr Movement EB WB NB SB Directions Served LTR LTR L L Maximum Queue (ft)76 30 38 30 Average Queue (ft)27 10 7 2 95th Queue (ft)55 31 28 16 Link Distance (ft)132 136 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)85 75 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 102: Pacificenter Drive Movement SB SB Directions Served T TR Maximum Queue (ft)36 30 Average Queue (ft)9 2 95th Queue (ft)33 15 Link Distance (ft)159 159 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 103: Pacificenter Drive & Pacificenter Dr Movement WB WB NB NB SB SB Directions Served L R T TR LT T Maximum Queue (ft)85 56 42 75 48 44 Average Queue (ft)45 29 16 40 23 12 95th Queue (ft)74 51 32 64 38 31 Link Distance (ft)81 81 208 208 39 39 Upstream Blk Time (%) 0 0 1 0 Queuing Penalty (veh) 0 0 1 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Cumulative Plus Project - PM Peak Hour 07/19/2017 Link OC [HNS1601]SimTraffic Report LSA - DL Page 4 Intersection: 104: Pacificenter Drive Movement EB WB NB SB Directions Served LTR LTR T LT Maximum Queue (ft) 114 38 3 13 Average Queue (ft) 50 17 0 1 95th Queue (ft)87 41 2 7 Link Distance (ft)132 102 13 208 Upstream Blk Time (%) 0 0 Queuing Penalty (veh) 0 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 105: Pacificenter Drive Movement EB Directions Served LR Maximum Queue (ft)58 Average Queue (ft)25 95th Queue (ft)48 Link Distance (ft)85 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 106: Pacificenter Drive Movement EB Directions Served LR Maximum Queue (ft)30 Average Queue (ft)9 95th Queue (ft)32 Link Distance (ft)169 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report Cumulative Plus Project - PM Peak Hour 07/19/2017 Link OC [HNS1601]SimTraffic Report LSA - DL Page 5 Intersection: 107: Pacificenter Drive Movement EB WB Directions Served LT TR Maximum Queue (ft)30 30 Average Queue (ft)3 3 95th Queue (ft)17 18 Link Distance (ft)148 163 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Intersection: 108: Pacificenter Dr Movement EB WB WB NB Directions Served TR L T LR Maximum Queue (ft)10 31 39 60 Average Queue (ft)0 6 2 30 95th Queue (ft)5 26 16 52 Link Distance (ft)81 188 139 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)105 Storage Blk Time (%) Queuing Penalty (veh) Intersection: 109: N Tustin Ave & Pacificenter Dr Movement EB NB NB NB NB NB SB SB SB SB SB Directions Served R T T T T T T T T T TR Maximum Queue (ft) 111 170 147 123 56 25 15 56 27 6 19 Average Queue (ft) 42 123 49 23 6 1 1 3 1 0 1 95th Queue (ft)83 226 135 93 45 20 11 43 14 4 9 Link Distance (ft)137 132 132 132 132 132 258 258 258 258 258 Upstream Blk Time (%) 0 39 1 0 0 Queuing Penalty (veh) 0 166 5 2 1 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Network Summary Network wide Queuing Penalty: 939 T RAFFIC I MPACT A NALYSIS O CTOBER 2017 L INK OC A NAHEIM , C ALIFORNIA P:\HNS1601\April 2017 Traffic\Doc\Traffic Study3.docx «10/13/17» APPENDIX E CALTRANS FACILITY ANALYSIS WORKSHEETS T RAFFIC I MPACT A NALYSIS M AY 2017 L INK OC A NAHEIM , CA APPENDIX E CALTRANS FACILITY ANALYSIS WORKSHEETS PeMS Traffic Data T RAFFIC I MPACT A NALYSIS M AY 2017 L INK OC A NAHEIM , CA APPENDIX E CALTRANS FACILITY ANALYSIS WORKSHEETS HCS Worksheets – Existing T RAFFIC I MPACT A NALYSIS M AY 2017 L INK OC A NAHEIM , CA APPENDIX E CALTRANS FACILITY ANALYSIS WORKSHEETS HCS Worksheets – Existing Plus Project T RAFFIC I MPACT A NALYSIS M AY 2017 L INK OC A NAHEIM , CA APPENDIX E CALTRANS FACILITY ANALYSIS WORKSHEETS HCS Worksheets – Future (2020) T RAFFIC I MPACT A NALYSIS M AY 2017 L INK OC A NAHEIM , CA APPENDIX E CALTRANS FACILITY ANALYSIS WORKSHEETS HCS Worksheets – Future (2020) Plus Project T RAFFIC I MPACT A NALYSIS M AY 2017 L INK OC A NAHEIM , CA APPENDIX E CALTRANS FACILITY ANALYSIS WORKSHEETS Queueing Worksheets Appendix J – Sewer Study TECHNICAL MEMORANDUM To: Keith Linker From: Mike Swan Date: April 5, 2017 (Revised February 6, 2018) Subject: Sewer Study – 1065 N. Pacificenter Drive City Project Tracking No.: OTH2017-00941 The purpose of this memorandum is to document a sewer study prepared for a proposed project that would include the demolition of an existing structure on the ‘Site B’ and the development of two residential apartment unit complexes; one at ‘Site A’ including 192 units and one at ‘Site B’ including 214 units for a total of 406 units and the addition of a 4,900 square foot (sf) retail pad near the corner of La Palma and Tustin Avenues. The project is proposed to be constructed on Assessor Parcel Nos. (APN) 345-181-08, approximately 1.39 acres, APN 345-181-12, approximately 0.66 acres, and on a portion of APN 345-181-23. APN 345-181-23 will require a lot line adjustment for the proposed project. ‘Site A’ is bounded on the south by an existing office tower, on the west by the METROLINK tracks, on the north by La Palma Avenue, and on the east by Pacificenter Drive, as shown on Figure 1. ‘Site B’ is bounded on the south by an existing hotel, on the west by the METROLINK tracks, on the north by an existing office tower, and on the east by existing retail and Pacificenter Drive, also shown on Figure 1. Currently Site A, APN 345-181-08, is vacant land and APN 345-181-12 is an existing commercial building to be demolished. The portion of APN 345-181-23 that will be used for the proposed project, Site B, is currently parking lots. The Combined East Anaheim Area Master Plan of Sanitary Sewers (CEAAMPSS) was updated by a sewer study for the Anaheim Canyon Specific Plan (ACSP) Sewer Capacity Study in June 2014. The hydraulic model update used in this ACSP study was used as the basis for this sewer study. The existing uses included in the Existing and Buildout System computer model scenario included the existing commercial building loaded to the existing 15-inch sewer running along La Palma Avenue. Sewage from the proposed apartment project site is now proposed to be discharged to the same location in the 15-inch sewer running along La Palma Avenue that the existing sites discharges to. Based on the ACSP hydraulic model, the existing commercial building was loaded to one manhole, SW149412, on La Palma Avenue. Both sites of the proposed project will sewer through an existing private 10-inch sewer running north in Pacificenter Drive and will be loaded to manhole SW149412 on La Palma Avenue. The existing and proposed manhole loading with flow generation is summarized in Table 1. It should be noted that the private sewer system is not modeled in this study, only City sewers. The proposed 4,900 sf retail pad is proposed to sewer westerly across the parking lot in a new private sewer to the same existing 10-inch sewer in Pacificenter Drive. Flow factors are in gallons per day (gpd)/dwelling unit (DU) and gpd/thousand square feet (ksf). The existing downstream sewer collection system and the location of the proposed project site are shown on Figure 2. 1065 N. Pacificenter Drive Sewer Study Page 2 of 3 April 5, 2017 (Revised February 6, 2018) 2ANA015020 2 Based on the ACSP study, the Existing System Scenario included the flows shown in Table 2, with this table also showing the average flow increases due to the proposed project. The existing flow factor for commercial land uses from the ACSP study was 182gpd/ksf. For this detailed sewer study, the proposed flow factor for apartment units is 210 gpd/DU. This flow factor used in this sewer study is meant to include ancillary uses such as clubhouses and other common areas. As shown in Table 2, the total average daily flow increase to the sewer collection system is 81,429 gpd with the new apartment projects on Sites A and B and the retail pad at the northeast corner of the site. Table 1 – Existing and Proposed Manhole Flow Loading Table 2 – Existing and Proposed Flow Increases Due to Proposed Project The Existing Condition Scenario plus the project flows and depth-to-Diameter (d/D) ratios for the sewer collection system from the hydraulic model for the ACSP Sewer Capacity Study are shown in Table 3. DUs ksf SW149412 Commercial Building Exisiting 25.950 182 4,723 - Total Flow to SW149412 4,723 - SW149412 "Site A" Apartment Complex Proposed 192 210 - 40,320 "Site B" Apartment Complex Proposed 214 210 - 44,940 Corner Retail Pad Proposed 4.900 182 892 Total Flow to SW149412 - 86,152 Manhole Number Existing/ Proposed Flow Factor (gpd/unit) Proposed Flow Rate (gpd) Exsiting Flow Rate (gpd) Units DUs ksf Existing Average Flow Commercial Building Commercial 25.950 182 4,723 Total Existing Flow 4,723 Proposed Project Average Flow "Site A" Apartment Complex Residential (Apts.) 192 210 40,320 "Site B" Apartment Complex Residential (Apts.) 214 210 44,940 Corner Retail Pad Proposed 4.900 182 892 Total Proposed Flow 86,152 Average Flow Increase 81,429 Project Parcels Land Use Flow Factor (gpd/unit) Flow Rate (gpd) Units 1065 N. Pacificenter Drive Sewer Study Page 3 of 3 April 5, 2017 (Revised February 6, 2018) 2ANA015020 3 As shown on Table 3, Existing Scenario, the existing condition plus the project shows no deficiencies in the downstream collection system. The highest d/D value for the existing condition is 0.46. The Buildout Condition Scenario plus the project flows and depth-to-Diameter (d/D) ratios for the sewer collection system from the hydraulic model for the ACSP Sewer Capacity Study are shown in Table 4. As seen in Table 4, Buildout Scenario, there are many deficiencies in the downstream La Palma Avenue sewer as well as a few in Kraemer Boulevard. These deficient reaches d/D values range from 0.79 to 1.00. However, all of these deficiencies are already present in the Buildout Condition of the ACSP Study, and these multi-family units are just a portion of the total residential units proposed within the Transit Oriented land use of the ACSP. These projected Buildout Condition deficiencies are due primarily to the 2,919 dwelling units and 6.4 million square feet proposed in Development Area DA3 – Transit Oriented in the ACSP, which this project is within. By itself, however, the proposed project alone will not trigger any deficiencies when added to existing flows in the downstream collection system. Conclusion As shown above, no additional sewer system improvements are required for the proposed 1065 N. Pacific Center Drive Apartment Project including 406 apartment units and one small retail building. The deficiencies in the La Palma Avenue sewer and the Kraemer Boulevard sewer shown in the Buildout Condition in Table 4 are present in the ACSP Sewer Study. This proposed initial residential development in the larger Transit Oriented land use parcel would not change those recommendations in the ACSP Sewer Study. Attachments: Figures 1 & 2, Tables 3 & 4, Sewer Study Exhibit © 2014 Digital Map Products. All rights reserved. 312 feet Page 1 of 1. 3/28/2017http://maps.digitalmapcentral.com/production/Dashboard/8/6/5/release/html/toolkit/commands/print/ht... SITE A SITE B FIGURE 1 LOCATION MAP P a c i f i c c e n t e r D r i v e RETAIL PAD Street Cross Street Upstrm MH-Dwnstrm MH Size (in) Length (ft) Slope (ft/ft) Peak Flow (cfs) d/D Pacificenter SW149412-SW149411 15 166 0.004 0.66 0.29 SW149411-SW149409 15 240 0.003 0.66 0.31 SW149409-SW150105 15 309 0.004 0.70 0.29 SW150105-SW150103 15 295 0.005 0.70 0.28 SW150103-SW150102 15 34 0.005 0.74 0.29 SW150102-SW150108 15 266 0.002 0.74 0.39 SW150108-SW150107 15 70 0.003 0.74 0.34 SW150107-SW150106 15 270 0.003 0.76 0.34 SW150106-SW150116 15 117 0.003 0.76 0.34 SW150116-SW150114 15 234 0.003 0.77 0.34 SW150114-SW145212 15 458 0.003 0.78 0.34 SW145212-SW145211 15 243 0.003 0.83 0.36 SW145211-SW145218 15 351 0.003 0.83 0.36 SW145218-SW145207 15 104 0.003 0.83 0.35 SW145207-SW145209 15 246 0.003 0.84 0.36 SW145209-SW145101 15 361 0.004 0.84 0.33 SW145101-SW145103 18 274 0.002 0.89 0.32 SW145103-SW145105 18 320 0.002 0.96 0.33 SW145105-SW145106 18 59 0.002 0.96 0.33 SW145106-SW145109 18 224 0.002 0.98 0.33 SW145109-SW140213 18 345 0.002 0.98 0.33 SW140213-SW140211 18 318 0.002 1.39 0.40 SW140211-18 15 10 0.979 1.39 0.11 18-20 15 60 0.004 1.39 0.44 20-SW140212 15 10 -0.952 1.39 1.00 Kraemer SW140212-SW140403 18 365 0.002 1.40 0.40 La Palma SW140403-SW140401 18 24 0.001 1.40 0.46 SW140401-SW140210 21 308 0.003 1.50 0.30 SW140210-SW140208 21 315 0.003 1.50 0.30 SW140208-SW140204 21 335 0.001 1.52 0.41 Coronado SW140204-SW140203 21 334 0.002 1.53 0.34 SW140203-SW139310 24 335 0.003 1.60 0.26 SW139310-SW139308 24 328 0.002 1.60 0.29 SW139308-SW139307 24 327 0.002 1.66 0.29 Miraloma SW139307-OT139301 24 335 0.002 1.67 0.29 Red 12" or larger pipes d/D > 0.75 and 10" or smaller pipes d/D > 0.67 Table 3 - Existing Land Use Scenario Plus Project L A P A L M A K R A E M E R Grove Fountain Cosby Miller Ocean Shepard Street Cross Street Upstrm MH-Dwnstrm MH Size (in) Length (ft) Slope (ft/ft) Peak Flow (cfs) d/D Pacificenter SW149412-SW149411 15 166 0.004 3.33 0.74 SW149411-SW149409 15 240 0.003 3.33 1.00 SW149409-SW150105 15 309 0.004 3.58 0.79 SW150105-SW150103 15 295 0.005 3.58 0.73 SW150103-SW150102 15 34 0.005 3.64 0.74 SW150102-SW150108 15 266 0.002 3.64 1.00 SW150108-SW150107 15 70 0.003 3.64 1.00 SW150107-SW150106 15 270 0.003 3.67 1.00 SW150106-SW150116 15 117 0.003 3.67 1.00 SW150116-SW150114 15 234 0.003 3.69 1.00 SW150114-SW145212 15 458 0.003 3.69 1.00 SW145212-SW145211 15 243 0.003 3.76 1.00 SW145211-SW145218 15 351 0.003 3.76 1.00 SW145218-SW145207 15 104 0.003 3.76 1.00 SW145207-SW145209 15 246 0.003 3.78 1.00 SW145209-SW145101 15 361 0.004 3.78 1.00 SW145101-SW145103 18 274 0.002 3.85 0.77 SW145103-SW145105 18 320 0.002 3.94 0.79 SW145105-SW145106 18 59 0.002 3.94 0.79 SW145106-SW145109 18 224 0.002 3.96 0.79 SW145109-SW140213 18 345 0.002 3.97 0.80 SW140213-SW140211 18 318 0.002 4.53 1.00 SW140211-18 15 10 0.979 4.53 0.19 18-20 15 60 0.004 4.53 1.00 20-SW140212 15 10 -0.952 4.53 1.00 Kraemer SW140212-SW140403 18 365 0.002 4.54 1.00 La Palma SW140403-SW140401 18 24 0.001 4.54 1.00 SW140401-SW140210 21 308 0.003 4.65 0.55 SW140210-SW140208 21 315 0.003 4.65 0.56 SW140208-SW140204 21 335 0.001 4.67 1.00 Coronado SW140204-SW140203 21 334 0.002 4.68 0.66 SW140203-SW139310 24 335 0.003 4.78 0.47 SW139310-SW139308 24 328 0.002 4.78 0.52 SW139308-SW139307 24 327 0.002 4.85 0.53 Miraloma SW139307-OT139301 24 335 0.002 4.86 0.53 Red 12" or larger pipes d/D > 0.75 and 10" or smaller pipes d/D > 0.67 Ocean Shepard L A P A L M A K R A E M E R Table 4 - Buildout Land Use Scenario Grove Fountain Cosby Miller SW1 4 9 4 1 2 SW1 5 0 1 0 3 SW1 4 5 2 1 2 SW1 4 5 1 0 1 SW1 4 5 1 0 9 1820 SW1 4 0 4 0 3 SW1 4 0 2 0 8 OT13 9 3 0 1 FIGURE 2 TRIBUTARY BASIN MAP T U S T I N A V E LA PAL M A A V E P A C I F I C E N T E R D R ME T R O L I N K T R A C K S G R O V E S T F O U N T A I N W A Y C O S B Y W A Y M I L L E R S T O C E A N C I R S H E P A R D S T K R A E M E R P L LA PAL M A A V E LA PAL M A A V E LA PAL M A A V E CORON A D O S T MIRALO M A S T MITIGATED NEGATIVE DECLARATION MITIGATION MONITORING PROGRAM NO. 351 Project Name: Link OC Project Location: The Proposed Project is located in the Anaheim Canyon, in the northern portion of Anaheim, approximately 25 miles southeast of downtown Los Angeles. The Anaheim Canyon encompasses approximately 2,600 acres. The boundaries for Anaheim Canyon are Orangethorpe Avenue, on the north; the Santa Ana River, on the south; Imperial Highway (State Route 90), on the east; and Orange Freeway (State Route 57) on the west. Address: 1041 and 1065 North PacifiCenter Drive and 1071 and 1081 North Tustin Avenue CEQA Action: Initial Study (The Initial Study was prepared to summarize the analysis that was included in EIR No. 348 and compare the impacts of the Proposed Project with those analyzed and anticipated by EIR No. 348. The Initial Study addresses the potential impacts of the Proposed Project with the applicable mitigation measures set forth in MMRP No. 312). Entitlement Conditional Use Permit No. 2017-05911 Requests: Project Description: Pac Center Acquisitions Partners, LLC and Pac Center Acquisitions Partners II, LLC (the Applicant) propose to demolish 26,000 square feet of office space, and remove approximately 6,750 cubic yards of asphalt within surface parking lots, and 9,250 cubic yards of landscaping; in order to construct 406 apartment units and 5,000 square feet of new retail space (the Proposed Project). The overall residential density is approximately 27.7 units/acre. ATTACHMENT NO. 5 2 LI N K O C P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 1 Te r m s a n d De f i n i t i o n s : 1. Pr o p e r t y O w n e r / D e v e l o p e r – Ow n e r o r d e v e l o p e r o f L i n k O C Pr o j e c t . 2. En v i r o n m e n t a l E q u i v a l e n t / T i m i n g – A n y m i t i g a t i o n m e a s u r e a n d ti m i n g t h e r e o f , s u b j e c t t o t h e a p p r o v a l o f t h e C i t y , w h i c h w i l l h a v e th e sa m e o r s u p e r i o r r e s u l t a n d w i l l h a v e t h e s a m e o r s u p e r i o r e f f e c t o n th e en v i r o n m e n t . T h e P l a n n i n g D e p a r t m e n t , i n c o n j u n c t i o n w i t h a n y ap p r o p r i a t e a g e n c i e s o r C i t y de p a r t m e n t s , sh a l l d e t e r m i n e t h e a d e q u a c y of a n y p r o p o s e d " e n v i r o n m e n t a l e q u i v a l e n t / t i m i n g " a n d , i f d e t e r m i n e d ne c e s s a r y , m a y r e f e r s a i d d e t e r m i n at i o n t o t h e P l a n n i n g C o m m i s s i o n . An y c o s t s a s s o c i a t e d w i t h i n f o r m a t i o n r e q u i r e d i n o r d e r t o m a k e a d e t e r m i n a t i o n of e n v i r o n m e n t a l e q u i v a l e n c y / t i m i n g s h a l l b e d o n e by t h e p r o p e r t y ow n e r / d e v e l o p e r . St a f f t i m e f o r r e v i e w s w i l l b e c h a r g e d on a t i m e a n d m a t e r i a l s b a s i s a t t h e r a t e i n t h e C i t y ' s a d o p t e d F e e Sc h e d u l e . 3. Ti m i n g – Th i s i s t h e p o i n t w h e r e a m i t i g a t i o n m e a s u r e m u s t b e mo n i t o r e d f o r c o m p l i a n c e . I n t h e c a s e w h e r e m u l t i p l e a c t i o n i t e m s a r e in d i c a t e d , i t i s t h e f i r s t p o i n t w h e r e c o m p l i a n c e a s s o c i a t e d w i t h th e mi t i g a t i o n m e a s u r e m u s t b e m o n i t o r e d . O n c e t h e i n i t i a l a c t i o n i t e m h a s be e n c o m p l i e d w i t h , n o a d d i t i o n a l m o n i t o r i n g p u r s u a n t t o t h e M i t i g a t i o n Mo n i t o r i n g P l a n w i l l o c c u r , a s r o ut i n e C i t y p r a c t i c e s a n d p r o c e d u r e s wi l l e n s u r e t h a t t h e i n t e n t o f t h e m e a s u r e h a s b e e n c o m p l i e d w i t h . F o r ex a m p l e , i f t h e t i m i n g i s " t o b e s h o w n o n a p p r o v e d b u i l d i n g p l a n s " su b s e q u e n t t o i s s u a n c e o f t h e b u i l d i n g p e r m i t c o n s i s t e n t w i t h th e ap p r o v e d p l a n s w i l l b e f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s p u r s u a n t to th e b u i l d i n g p e r m i t t o e n s u r e c o m p l i a n c e . 4. Re s p o n s i b i l i t y f o r M o n i t o r i n g – Sh a l l m e a n t h a t c o m p l i a n c e w i t h the su b j e c t m i t i g a t i o n m e a s u r e ( s ) s h a l l b e r e v i e w e d a n d d e t e r m i n e d ad e q u a t e b y a l l d e p a r t m e n t s l i s t e d f o r e a c h m i t i g a t i o n m e a s u r e . O u t s i d e pu b l i c a g e n c y r e v i e w i s l i m i t e d t o t h o s e p u b l i c a g e n c i e s s p e c i f i e d i n the Mi t i g a t i o n M o n i t o r i n g P l a n w h i c h h a v e p e r m i t a u t h o r i t y i n co n j u n c t i o n wi t h t h e m i t i g a t i o n m e a s u r e . 5. On g o i n g M i t i g a t i o n M e a s u r e s – Th e m i t i g a t i o n m e a s u r e s t h a t are de s i g n a t e d t o o c c u r o n a n o n g o i n g b a s i s a s p a r t o f t h i s M i t i g a t i o n Mo n i t o r i n g P l a n w i l l b e m o n i t o r e d i n t h e f o r m o f a n a n n u a l l e t t e r f r o m th e p r o p e r t y o w n e r / d e v e l o p e r i n J a n u a r y o f e a c h y e a r d e m o n s t r a t i n g ho w c o m p l i a n c e w i t h t h e s u b j e c t m e a s u r e ( s ) h a s b e e n a c h i e v e d . W h e n co m p l i a n c e w i t h a m e a s u r e h a s b e e n d e m o n s t r a t e d f o r a p e r i o d o f one ye a r , m o n i t o r i n g o f t h e m e a s u r e w i l l b e d e e m e d t o b e s a t i s f i e d a n d no fu r t h e r m o n i t o r i n g w i l l o c c u r . F o r m e a s u r e s t h a t a r e t o b e m o n i t o r e d "O n g o i n g D u r i n g C o n s t r u c t i o n " , t h e a n n u a l l e t t e r w i l l r e v i e w those me a s u r e s o n l y w h i l e c o n s t r u c t i o n i s o c c u r r i n g ; m o n i t o r i n g w i l l be di s c o n t i n u e d af t e r c o n s t r u c t i o n i s c o m p l e t e . A f i n a l a n n u a l l e t t e r w i l l be pr o v i d e d at t h e c l o s e o f c o n s t r u c t i o n . 6. Bu i l d i n g P e r m i t – Fo r p u r p o s e s o f t h i s M i t i g a t i o n M o n i t o r i n g P l a n , a bu i l d i n g p e r m i t s h a l l b e d e f i n e d a s a n y p e r m i t i s s u e d f o r c o n s t r u c t i o n of a n e w b u i l d i n g o r s t r u c t u r a l e x p a n s i o n o r m o d i f i c a t i o n o f a n y ex i s t i n g b u i l d i n g , b u t s h a l l n o t i n c l u d e a n y p e r m i t s r e q u i r e d f o r in t e r i o r te n a n t im p r o v e m e n t s or m i n o r additions to an existing structure or b u i l d i n g . 3 MI T I G A T I O N M O N I T O R I N G P R O G R A M N 0 . 3 5 1 MI T I G A T I O N NU M B E R TI M I N G ME A S U R E RE S P O N S I B L E F O R MO N I T O R I N G COMPLETION II I . A I R Q U A L I T Y AQ - 1 ( M M R P No . 3 1 2 ) Pr i o r t o t h e i s s u a n c e of g r a d i n g , d e m o l i t i o n or b u i l d i n g p l a n s , wh i c h e v e r o c c u r s f i r s t . Pr i o r t o i s s u a n c e o f g r a d i n g , d e m o l i t i o n o r b u i l d i n g p l a n s , w h i c h e v e r oc c u r s f i r s t , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p r o v i d e a n o t e o n p l a n s in d i c a t i n g t h a t o n g o i n g d u r i n g g r a d i n g a n d c o n s t r u c t i o n , c o n t r a c t o r s wi l l u s e e q u i p m e n t t h a t m e e t s t h e f o l l o w i n g U n i t e d S t a t e s En v i r o n m e n t a l P r o t e c t i o n A g e n c y ( E P A ) - C e r t i f i e d e m i s s i o n s st a n d a r d s : Al l o f f - r o a d d i e s e l - p o w er e d c o n s t r u c t i o n e q u i p m e n t g r e a t e r t h a n 5 0 ho r s e p o w e r s h a l l m e e t t h e T i e r 4 F i n a l e m i s s i o n s t a n d a r d s . A n y em i s s i o n s c o n t r o l d e v i c e u s e d b y t h e c o n t r a c t o r s h a l l a c h i e v e em i s s i o n s r e d u c t i o n s t h a t a r e n o l e s s t h a n w h a t c o u l d b e a c h i e v e d b y a Le v e l 4 d i e s e l e m i s s i o n s c o n t r o l s t r a t e g y f o r a s i m i l a r l y s i z e d e n g i n e , as d e f i n e d b y C A R B r e g u l a t i o n s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / B u i l d i n g Di v i s i o n 4 AQ - 2 ( M M R P No . 3 1 2 ) Pr i o r t o t h e i s s u a n c e of g r a d i n g , d e m o l i t i o n or b u i l d i n g p l a n s , wh i c h e v e r o c c u r s f i r s t . Pr i o r t o i s s u a n c e o f g r a d i n g , d e m o l i t i o n o r b u i l d i n g p l a n s , w h i c h e v e r oc c u r s f i r s t , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p r o v i d e a l i s t o f a l l co n s t r u c t i o n e q u i p m e n t p r o p o s e d t o b e u s e d o n t h e P r o j e c t S i t e . T h i s li s t m a y b e p r o v i d e d o n t h e b u i l d i n g p l a n s . T h e c o n s t r u c t i o n eq u i p m e n t l i s t s h a l l s t a t e t h e m a k e s , m o d e l s , a n d n u m b e r s o f t h e eq u i p m e n t ; t h a t t h e e q u i p m e n t s h a l l b e p r o p e r l y s e r v i c e d a n d ma i n t a i n e d i n a c c o r d a n ce w i t h t h e m a n u f a c t u r e r ’ s r e c o m m e n d a t i o n s ; an d , t h a t a l l n o n e s s e n t i a l i d l i n g o f c o n s t r u c t i o n e q u i p m e n t i s r e s t r i c t e d to f i v e m i n u t e s o r l e s s i n c o m p l i a n c e w i t h C a l i f o r n i a A i r R e s o u r c e s Bo a r d ’ s R u l e 2 4 4 9 . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / B u i l d i n g Di v i s i o n AQ - 3 ( M M R P No . 3 1 2 ) Pr i o r t o t h e i s s u a n c e of g r a d i n g , d e m o l i t i o n or b u i l d i n g p l a n s , wh i c h e v e r o c c u r s f i r s t . Pr i o r t o i s s u a n c e o f g r a d i n g , d e m o l i t i o n o r b u i l d i n g p l a n s , w h i c h e v e r oc c u r s f i r s t , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a d u s t c o n t r o l pl a n t h a t i m p l e m e n t s t h e f o l l o w i n g m e a s u r e s d u r i n g g r o u n d - d i s t u r b i n g ac t i v i t i e s , i n a d d i t i o n t o t h e e x i s t i n g r e q u i r e m e n t s f o r f u g i t i v e d u s t co n t r o l u n d e r S o u t h C o a s t A i r Q u a l i t y M a n a g e m e n t D i s t r i c t R u l e 4 0 3 , to f u r t h e r r e d u c e P M 1 0 a n d P M 2 . 5 e m i s s i o n s : a) Fo l l o w i n g a l l g r a d i n g a c t i v i t i e s , t h e c o n s t r u c t i o n c o n t r a c t o r sh a l l r e e s t a b l i s h g r o u n d c o v e r o n t h e c o n s t r u c t i o n s i t e th r o u g h s e e d i n g a n d w a t e r i n g . b) Du r i n g a l l c o n s t r u c t i o n a c t i v i t i e s , t h e c o n s t r u c t i o n co n t r a c t o r s h a l l s w e e p s t r e e t s w i t h R u l e 1 1 8 6 – c o m p l i a n t , PM 1 0 - e f f i c i e n t v a c u u m u n i t s o n a d a i l y b a s i s i f s i l t i s ca r r i e d o v e r t o a d j a c e n t p u b l i c t h o r o u g h f a r e s o r o c c u r s a s a re s u l t o f h a u l i n g . c) Du r i n g a l l c o n s t r u c t i o n a c t i v i t i e s , t h e c o n s t r u c t i o n co n t r a c t o r s h a l l m a i n t a i n a m i n i m u m 2 4 - i n c h f r e e b o a r d o n tr u c k s h a u l i n g d i r t , s a n d , s o i l , o r o t h e r l o o s e m a t e r i a l s a n d ta r p m a t e r i a l s w i t h a f a b r i c c o v e r o r o t h e r c o v e r t h a t ac h i e v e s t h e s a m e a m o u n t o f p r o t e c t i o n . d) Du r i n g a l l c o n s t r u c t i o n a c t i v i t i e s , t h e c o n s t r u c t i o n co n t r a c t o r s h a l l w a t e r e x p o s e d g r o u n d s u r f a c e s a n d di s t u r b e d a r e a s a m i n i m u m o f e v e r y t h r e e h o u r s o n t h e co n s t r u c t i o n s i t e a n d a m i n i m u m o f t h r e e t i m e s p e r d a y . e) Du r i n g a l l c o n s t r u c t i o n a c t i v i t i e s , t h e c o n s t r u c t i o n co n t r a c t o r s h a l l l i m i t o n s i t e v e h i c l e s p e e d s o n u n p a v e d ro a d s t o n o m o r e t h a n 1 5 m i l e s p e r h o u r . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / B u i l d i n g Di v i s i o n 5 Th e B u i l d i n g D i v i s i o n s h a l l v e r i f y c o m p l i a n c e d u r i n g n o r m a l co n s t r u c t i o n s i t e i n s p e c t i o n s . AQ - 4 ( M M R P No . 3 1 2 ) Pr i o r t o t h e i s s u a n c e of a b u i l d i n g p e r m i t . Pr i o r t o i s s u a n c e o f a b u i l d i n g p e r m it , t h e p r o p e r t y o w n e r / d e v e l o p e r sh a l l p r o v i d e a n o t e o n p l a n s i n d i c a t i n g t h a t : a) Al l c o a t i n g s a n d s o l v e n t s w i l l h a v e a v o l a t i l e o r g a n i c co m p o u n d ( V O C ) c o n t e n t l o w e r t h a n r e q u i r e d u n d e r R u l e 11 1 3 ( i . e . , s u p e r c o m p l i a n t p a i n t s ) . b) Al l a r c h i t e c t u r a l c o a t i n g s s h a l l b e a p p l i e d e i t h e r b y ( 1 ) us i n g a h i g h - v o l u m e , l o w p r e s s u r e s p r a y m e t h o d o p e r a t e d a t an a i r p r e s s u r e b e t w e e n 0 . 1 a n d 1 0 p o u n d s p e r s q u a r e i n c h ga u g e t o a c h i e v e a 6 5 p e r c e n t ap p l i c a t i o n e f f i c i e n c y ; o r ( 2 ) ma n u a l a p p l i c a t i o n u s i n g a p a i n t b r u s h , h a n d - r o l l e r , t r o w e l , sp a t u l a , d a u b e r , r a g , o r s p o n g e , t o a c h i e v e a 1 0 0 p e r c e n t ap p l i c a n t e f f i c i e n c y . c) Th e c o n s t r u c t i o n c o n t r a c t o r s h a ll a l s o u s e p r e c o a t e d / n a t u r a l co l o r e d b u i l d i n g m a t e r i a l s , w h e r e f e a s i b l e . Th e B u i l d i n g D i v i s i o n s h a l l v e r i f y c o m p l i a n c e d u r i n g n o r m a l co n s t r u c t i o n s i t e i n s p e c t i o n s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / B u i l d i n g Di v i s i o n AQ - 5 ( M M R P No . 3 1 2 ) Pr i o r t o i s s u a n c e o f bu i l d i n g p e r m i t s f o r ne w re s i d e n t i a l de v e l o p m e n t . Pr i o r t o i s s u a n c e o f b u i l d i n g p e r m i t s , f o r r e s i d e n t i a l d e v e l o p m e n t , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l p r o v i d e a n o t e o n b u i l d i n g p l a n s t h a t in d i c a t e s t h a t a l l s h a r e d c o m m u n i t y ba r b e q u e s w i l l b e e l e c t r i c p o w e r e d ba r b e q u e u n i t s . T h e s e u n i t s s h a l l b e v e r i f i e d o n s i t e b y t h e B u i l d i n g Di v i s i o n p r i o r t o i s s u a n c e o f a C e r t i f i c a t e o f O c c u p a n c y . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / B u i l d i n g Di v i s i o n AQ - 6 ( M M R P No . 3 1 2 ) Pr i o r t o t h e i s s u a n c e of a b u i l d i n g p e r m i t . Pr i o r t o i s s u a n c e o f a b u i l d i n g p e r m it , t h e p r o p e r t y o w n e r / d e v e l o p e r sh a l l s h o w o n p l a n s t h a t a l l a p p l i ca n t - p r o v i d e d a p p l i a n c e s b e E n e r g y St a r a p p l i a n c e s ( d i s h w a s h e r s , r e f r ig e r a t o r s , c l o t h e s w a s h e r s , a n d dr y e r s ) . I n s t a l l a t i o n o f E n e r g y S t a r a p pl i a n c e s s h a l l b e v e r i f i e d b y t h e Bu i l d i n g D i v i s i o n p r i o r t o i s s u a n c e o f a C e r t i f i c a t e o f O c c u p a n c y . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / B u i l d i n g Di v i s i o n AQ - 7 ( M M R P No . 3 1 2 ) Pr i o r t o i s s u a n c e o f bu i l d i n g p e r m i t s f o r ne w r e s i d e n t i a l de v e l o p m e n t . Pr i o r t o i s s u a n c e o f b u i l d i n g p e r m i t s f o r n e w c o n s t r u c t i o n o f re s i d e n t i a l d e v e l o p m e n t , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l i n d i c a t e on p l a n s t h a t g a r a g e a n d / o r c a r p o rt p a r k i n g a r e e l e c t r i c a l l y w i r e d t o ac c o m m o d a t e a L e v e l 2 ( 2 4 0 v o l t ) el e c t r i c v e h i c l e c h a r g i n g . T h e Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / B u i l d i n g Di v i s i o n 6 lo c a t i o n o f t h e e l e c t r i c a l o u t l e t s s h a ll b e s p e c i f i e d o n b u i l d i n g p l a n s , an d p r o p e r i n s t a l l a t i o n s h a l l b e v e r i f i e d b y t h e B u i l d i n g D i v i s i o n p r i o r to i s s u a n c e o f a C e r t i f i c a t e o f O c c u p a n c y . AQ - 1 0 ( M M R P No . 3 1 2 ) Pr i o r t o i s s u a n c e o f bu i l d i n g p e r m i t s f o r ne w r e s i d e n t i a l de v e l o p m e n t . Pr i o r t o i s s u a n c e o f b u i l d i n g p e r m i t s f o r n e w r e s i d e n t i a l d e v e l o p m e n t s , th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a h e a l t h r i s k a s s e s s m e n t (H R A ) t o t h e P l a n n i n g D e p a r t m e n t . T h e A p p l i c a n t h a s p r e p a r e d a He a l t h R i s k A s s e s s m e n t ( H R A ) & O d o r A n a l y s i s ( A p p e n d i x C , He a l t h Ri s k A s s e s s m e n t & O d o r A n a l y s i s O C L i n k P r o j e c t , V i s t a En v i r o n m e n t a l , J a n u a r y 5 , 2 0 1 8 ) . Th e H R A s h a l l b e p r e p a r e d i n a c c o r d an c e w i t h p o l i c i e s a n d p r o c e d u r e s of t h e S t a t e o f C a l i f o r n i a ’ s O f f i ce o f E n v i r o n m e n t a l H e a l t h H a z a r d As s e s s m e n t ( O E H H A ) a n d t h e S o u t h C o a s t A i r Q u a l i t y M a n a g e m e n t Di s t r i c t ( S C A Q M D ) . If t h e H R A s h o w s t h a t t h e i n c r e m e n t a l c a n c e r r i s k e x c e e d s o n e i n o n e hu n d r e d t h o u s a n d ( 1 . 0 E - 0 5 ) , P M co n c e n t r a t i o n s w o u l d e x c e e d 2 . 5 μ g/ m 3 , o r t h e a p p r o p r i a t e n o n c a n c e r h a z a r d i n d e x e x c e e d s 1 . 0 , t h e fo l l o w i n g i s r e q u i r e d p r i o r t o i s s u a n c e o f b u i l d i n g p e r m i t s : T h e H R A sh o w e d t h a t t h e c a l c u l a t e d c a n c e r r i s k s a t a l l s i d e s o f t h e t w o p r o p o s e d re s i d e n t i a l a p a r t m e n t b u i l d i n g s w o u l d r a n g e b e t w e e n 2 . 2 a n d 7 . 5 p e r 10 0 , 0 0 0 p e o p l e . T h i s w o u l d e x c e e d t h e c a n c e r r i s k t h r e s h o l d o f 1 . 0 pe r 1 0 0 , 0 0 0 p e r s o n s , a n d t h e r e f o r e , t h e H R A c o n c l u d e d t h a t t h e fo l l o w i n g m e a s u r e s a p p l y : a) Th e H R A s h a l l i d e n t i f y t h e l e v e l o f h i g h - e f f i c i e n c y Mi n i m u m E f f i c i e n c y R e p o r t i n g V a l u e ( M E R V ) f i l t e r re q u i r e d t o r e d u c e i n d o o r a i r c o n c e n t r a t i o n s o f p o l l u t a n t s t o ac h i e v e t h e c a n c e r a n d / o r n o n c a n c e r t h r e s h o l d . T h e H R A id e n t i f i e d t h a t t h e H V A C s y s t e m w o u l d r e q u i r e a M E R V 1 6 fi l t e r f o r a l l u n i t s l o c a t e d o n t h e w e s t s i d e o f B u i l d i n g s ‘ A ’ an d ‘ B ’ , a n d a M E R V 1 3 f i l t e r f o r a l l o t h e r r e s i d e n t i a l u n i t s , as s h o w n o n F i g u r e 1 0 , ME R V 1 3 a n d 1 6 F i l t e r L o c a t i o n s . Wi t h t h e i n c l u s i o n o f u p g r a d e d a i r f i l t r a t i o n s y s t e m s f o r t h e re s i d e n t i a l b u i l d i n g s , a s s h o w n i n F i g u r e 1 0 , r e s i d e n t s wo u l d n o t b e e x p o s e d t o e m i s s i o n s t h a t e x c e e d S C A Q M D ’ s he a l t h r i s k s i g n i f i c a n c e t h r e s h o l ds f o r c a n c e r o r c h r o n i c o r ac u t e n o n - c a n c e r h a z a r d s . b) In s t a l l a t i o n o f h i g h e f f i c i e n c y M E R V f i l t e r s i n t h e i n t a k e o f re s i d e n t i a l v e n t i l a t i o n s y s t e m s c o n s i s t e n t w i t h t h e Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / B u i l d i n g Di v i s i o n Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / P l a n n i n g Se r v i c e s D i v i s i o n Ci t y A t t o r n e y ’ s O f f i c e 7 re c o m m e n d a t i o n s o f t h e H R A , s h a l l b e s h o w n o n p l a n s . He a t i n g , a i r c o n d i t i o n i n g , a n d v e n t i l a t i o n ( H V A C ) s y s t e m s sh a l l b e i n s t a l l e d w i t h a f a n u n i t d e s i g n e d t o f o r c e a i r th r o u g h t h e M E R V f i l t e r . T h e ME R V f i l t e r r e q u i r e m e n t s a s sh o w n o n F i g u r e 1 0 w i l l b e s h o w n o n b u i l d i n g p l a n s . c) To e n s u r e l o n g - t e r m m a i n t e n a n c e a n d r e p l a c e m e n t o f t h e ME R V f i l t e r s i n t h e i n d i v i d u a l u n i t s , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l r e c o r d a c o v e n a n t o n t h e p r o p e r t y th a t r e q u i r e s o n g o i n g i m p l e m e n t a t i o n o f t h e a c t i o n s b e l o w . Th e f o r m o f t h e c o v e n a n t s h a l l b e a p p r o v e d b y t h e C i t y At t o r n e y ’ s O f f i c e p r i o r t o r e c o r d a t i o n . 1. Th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p r o v i d e no t i f i c a t i o n t o a l l f u t u r e t e n a n t s o r o w n e r s o f t h e po t e n t i a l h e a l t h r i s k f o r a f f e c t e d u n i t s a n d t h e in c r e a s e d r i s k o f e x p o s u r e t o d i e s e l p a r t i c u l a t e s wh e n w i n d o w s a r e o p e n . 2. Fo r r e n t a l u n i t s , t h e p r o p e r t y o w n e r / d e v e l o p e r sh a l l m a i n t a i n a n d r e p l a c e M E R V f i l t e r s i n ac c o r d a n c e w i t h t h e m a n u f a c t u r e ’ s re c o m m e n d a t i o n s . Fo r o w n e r s h i p u n i t s , t h e H o m e o w n e r ’ s A s s o c i a t i o n s h a l l i n c o r p o r a t e re q u i r e m e n t s f o r l o n g - t e r m m a i n t e n a n c e i n t h e C o v e n a n t C o n d i t i o n s an d R e s t r i c t i o n s a n d i n f o r m h o m e o w n e r s o f t h e i r r e s p o n s i b i l i t y t o ma i n t a i n t h e M E R V f i l t e r i n a c c o r da n c e w i t h t h e m a n u f a c t u r e r ’ s re c o m m e n d a t i o n s . AQ - 1 1 ( M M R P No . 3 1 2 ) Pr i o r t o a p p r o v a l o f an y d i s c r e t i o n a r y ac t i o n . Fo r P r o j e c t s l o c a t e d w i t h i n 1 , 0 0 0 f e e t o f a n i n d u s t r i a l f a c i l i t y t h a t em i t s s u b s t a n t i a l o d o r s , w h i c h i n c l u d e s b u t i s n o t l i m i t e d t o :  Wa s t e w a t e r t r e a t m e n t p l a n t s  Co m p o s t i n g , g r e e n w a s t e , o r r e c y c l i n g f a c i l i t i e s  Fi b e r g l a s s m a n u f a c t u r i n g f a c i l i t i e s  Pa i n t i n g / c o a t i n g o p e r a t i o n s  La r g e - c a p a c i t y c o f f e e r o a s t e r s Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / B u i l d i n g Di v i s i o n Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / P l a n n i n g Se r v i c e s D i v i s i o n The Applicant has satisfied Mitigation Measure AQ-11 with the preparation of an HRA & Odor Analysis. An Odor Analysis was prepared as part of the HRA & Odor Analysis (Appendix C), which lists all facilities located within 1,000 feet of the proposed residential apartment units that 8  Fo o d - p r o c e s s i n g f a c i l i t i e s Th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a n o d o r a s s e s s m e n t t o t h e Pl a n n i n g D i r e c t o r p r i o r t o a p p r o v a l o f a n y f u t u r e d i s c r e t i o n a r y a c t i o n th a t v e r i f i e s t h a t t h e S o u t h C o a s t A i r Q u a l i t y M a n a g e m e n t D i s t r i c t (S C A Q M D ) h a s n o t r e c e i v e d t h r e e o r mo r e v e r i f i e d o d o r c o m p l a i n t s . If t h e O d o r A s s e s s m e n t i d e n t i f i e s t h a t t h e f a c i l i t y h a s r e c e i v e d t h r e e su c h c o m p l a i n t s , t h e a p p l i c a n t w i l l b e r e q u i r e d t o i d e n t i f y a n d de m o n s t r a t e t h a t B e s t A v a i l a b l e C o n t r o l T e c h n o l o g i e s f o r T o x i c s ( T - BA C T s ) a r e c a p a b l e o f r e d u c i n g p o t e n ti a l o d o r s t o a n a c c e p t a b l e l e v e l , in c l u d i n g a p p r o p r i a t e e n f o r c e m en t m e c h a n i s m s . T - B A C T s m a y in c l u d e , b u t a r e n o t l i m i t e d t o , s c r u b b e r s a t t h e i n d u s t r i a l f a c i l i t y , o r in s t a l l a t i o n o f M i n i m u m E f f i c i e n c y R e p o r t i n g V a l u e ( M E R V ) f i l t e r s ra t e d a t 1 4 o r b e t t e r a t a l l r e s i d e n t i a l u n i t s . meet the above criteria of potential odor generating facilities. The analysis found that none of the potential odor generating facilities that are located within 1,000 feet of the proposed residential apartment buildings have received any verified odor complaints as recorded by SCAQMD. Therefore, the proposed residential apartment units would not be exposed to significant odor impacts and would meet the requirements of Mitigation Measure AQ-11. IV . B I O L O G I C A L R E S O U R C E S BI O - 2 ( M M R P No . 3 1 2 ) Pr i o r t o i s s u a n c e o f de m o l i t i o n , g r a d i n g o r bu i l d i n g p e r m i t s , wh i c h e v e r o c c u r s f i r s t . Pr i o r t o i s s u a n c e o f d e m o l i t i o n , g r a d i n g o r b u i l d i n g p e r m i t s , w h i c h e v e r oc c u r s f i r s t , c o n s t r u c t i o n a c t i v i t y i s s e t t o o c c u r d u r i n g n e s t i n g s e a s o n (t y p i c a l l y b e t w e e n F e b r u a r y 1 a n d J u l y 1 ) , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l b e r e q u i r e d t o c o n d u c t n e s t i n g b i r d s u r v e y s i n ac c o r d a n c e w i t h t h e C a l i f o r n i a D e p a rt m e n t o f F i s h a n d W i l d l i f e re q u i r e m e n t s , a n d s u b m i t s a i d s u r v e y s t o t h e C i t y o f A n a h e i m Pl a n n i n g D e p a r t m e n t . S u c h s u r v e y s s h a l l i d e n t i f y a v o i d a n c e m e a s u r e s to p r o t e c t a c t i v e n e s t s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / P l a n n i n g Se r v i c e s D i v i s i o n XI I . N O I S E N- 1 ( M M R P N o . 31 2 ) On g o i n g d u r i n g gr a d i n g , d e m o l i t i o n , an d c o n s t r u c t i o n . On g o i n g d u r i n g g r a d i n g , d e m o l i t i o n , a n d c o n s t r u c t i o n , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l b e r e s p o n s i b l e f o r r e q u i r i n g c o n t r a c t o r s t o im p l e m e n t t h e f o l l o w i n g m e a s u r e s t o l i m i t c o n s t r u c t i o n - r e l a t e d n o i s e :  Co n s t r u c t i o n a c t i v i t y i s l i m i t e d t o t h e d a y t i m e h o u r s be t w e e n 7 A M t o 7 P M , a s p r e s c r i b e d i n t h e C i t y ’ s Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / B u i l d i n g Di v i s i o n 9 Mu n i c i p a l C o d e .  Al l i n t e r n a l c o m b u s t i o n e n g i n e s o n c o n s t r u c t i o n e q u i p m e n t an d t r u c k s a r e f i t t e d w i t h p r op e r l y m a i n t a i n e d m u f f l e r s .  St a t i o n a r y e q u i p m e n t s u c h a s g e n e r a t o r s , a i r c o m p r e s s o r s sh a l l b e l o c a t e d a s f a r a s f e a s i b l e f r o m n e a r b y n o i s e - se n s i t i v e u s e s .  St o c k p i l i n g i s l o c a t e d a s f a r a s f e a s i b l e f r o m n e a r b y n o i s e - se n s i t i v e r e c e p t o r s  Co n s t r u c t i o n t r a f f i c s h a l l b e l i m i t e d t o t h e h a u l r o u t e s es t a b l i s h e d b y t h e C i t y o f A n a h e i m . N- 3 ( M M R P N o . 31 2 ) Pr i o r t o i s s u a n c e o f a bu i l d i n g p e r m i t . Pr i o r t o i s s u a n c e o f b u i l d i n g p e r m i t s , i f n e w v i b r a t i o n - s e n s i t i v e l a n d us e s a r e l o c a t e d w i t h i n 2 0 0 f e e t o f a n y r a i l r o a d l i n e , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l r e t a i n a n a c o us t i c a l e n g i n e e r t o c o n d u c t a n ac o u s t i c a n a l y s i s t h a t in c l u d e s a v i b r a t i o n a n a l y s i s f o r p o t e n t i a l im p a c t s f r o m v i b r a t i o n g e n e r a t e d b y o p e r a t i o n o f t h e r a i l l i n e . M i x e d us e b u i l d i n g s s h a l l b e d e s i g n e d t o e l i m i n a t e v i b r a t i o n a m p l i f i c a t i o n s du e t o r e s o n a n c e s o f f l o o r s , w a l l s , an d c e i l i n g s . T h e d e t a i l e d a n a l y s i s sh a l l b e s u b m i t t e d t o t h e P l a n n i n g D e p a r t m e n t p r i o r t o i s s u a n c e o f bu i l d i n g p e r m i t s a n d s h a l l s h o w t h a t t h e v i b r a t i o n l e v e l s w o u l d b e be l o w 7 2 V d B , w h i c h i s F e d e r a l T r a n s i t A d m i n i s t r a t i o n ’ s n i g h t t i m e cr i t e r i a t o r e g u l a t e v i b r a t i o n i m p a c t s t o a f f e c t e d r e s i d e n t i a l u s e s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / B u i l d i n g Di v i s i o n The Applicant has satisfied Mitigation Measure N-3 with the preparation of a Noise & Vibration Impact Analysis, which concluded that the vibration levels produced by a train pass-by at Lot ‘1’ is 39.1 VdB and at Lot ‘2’ is 45.1 VdB. Both Lot ‘1’ and Lot ‘2’ would be within the 72 VdB vibration impact threshold detailed in MM N-3, impacts would be less than significant, and no further mitigation is required. N- 5 ( M M R P N o . 31 2 ) Pr i o r t o i s s u a n c e o f a bu i l d i n g p e r m i t . Pr i o r t o i s s u a n c e o f a b u i l d i n g p e r m i t , t h e p r o p e r t y o w n e r / d e v e l o p e r s sh a l l s u b m i t a f i n a l a c o u s t i c a l r e p o r t p r e p a r e d t o t h e s a t i s f a c t i o n o f t h e Pl a n n i n g D i r e c t o r . T h e r e p o r t s h a l l s h o w t h a t t h e d e v e l o p m e n t w o u l d be s o u n d - a t t e n u a t e d a g a i n s t p r e s e n t a n d p r o j e c t e d n o i s e l e v e l s , in c l u d i n g r o a d w a y , a i r c r a f t , h e l i c op t e r , s t a t i o n a r y s o u r c e s ( e . g . , Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / B u i l d i n g Di v i s i o n The Applicant has satisfied Mitigation Measure N-5 with the preparation of the Noise & Vibration Impact 1 in d u s t r i a l , c o m m e r c i a l , e t c . ) , a n d r a i l r o a d , t o m e e t C i t y i n t e r i o r st a n d a r d s a s f o l l o w s : a) Th e r e p o r t s h a l l d e m o n s t r a t e t h a t t h e p r o p o s e d r e s i d e n t i a l de s i g n w i l l r e s u l t i n c o m p l i a n c e w i t h t h e 4 5 d B A C N E L in t e r i o r n o i s e l e v e l s , a s r e q u i r e d b y t h e C a l i f o r n i a B u i l d i n g Co d e a n d C a l i f o r n i a N o i s e I n s u l a t i o n S t a n d a r d s ( T i t l e 2 4 an d 2 5 o f t h e C a l i f o r n i a C o d e o f R e g u l a t i o n s ) . b) Th e r e p o r t s h a l l d e m o n s t r a t e t h a t t h e P r o p o s e d P r o j e c t re s i d e n t i a l d e s i g n s h a l l m i n i m i z e n i g h t t i m e a w a k e n i n g f r o m tr a i n h o r n s s u c h t h a t i n t e r i o r s i n g l e - e v e n t n o i s e l e v e l s a r e be l o w 8 1 d B A L m a x . Th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t t h e n o i s e m i t i g a t i o n r e p o r t to t h e P l a n n i n g D i r e c t o r f o r r e v i e w a n d a p p r o v a l . U p o n a p p r o v a l b y th e C i t y , t h e p r o j e c t a c o u s t i c a l d e s i gn f e a t u r e s s h a l l b e i n c o r p o r a t e d in t o c o n s t r u c t i o n o f t h e P r o p o s e d P r o j e c t . Analysis, which identified Project Design Features (PDFs) NOI-1 and NOI-2 that would sound-attenuate the Proposed Project to City interior standards as required in MM N-5. PD F N O I - 1 (P r o j e c t D e s i g n Fe a t u r e ) Pr i o r t o i s s u a n c e o f a bu i l d i n g p e r m i t . To a d d r e s s t h e c r i t e r i a i n M M N - 5 a ) t o r e d u c e t h e a v e r a g e i n t e r i o r no i s e l e v e l s t o a l e v e l b e l o w t h e 4 5 d B A C N E L i n t e r i o r n o i s e s t a n d a r d , th e p r o p e r t y o w n e r / d e v e l o p e r w i l l u p gr a d e w i n d o w s a n d e x t e r i o r d o o r s wi t h a m i n i m u m S o u n d T r a n s m i s s i o n C l a s s ( S T C ) r a t i n g o f 2 9 f o r a l l un i t s s h o w n i n F i g u r e 1 1 , Re s i d e n t i a l U n i t s w i t h S T C 2 9 a n d 3 0 Ra t i n g s , a n d i n c l u d e a n o t e o n t h e p l a n s s h o w i n g t h i s P D F a n d F i g u r e 11 . W i t h t h e i n c l u s i o n o f u p g r a d e d w i n d o w s a n d e x t e r i o r d o o r s w i t h an S T C r a t i n g o f 2 9 , a s s h o w n i n F i g u r e 1 1 , f u t u r e r e s i d e n t s w o u l d n o t be e x p o s e d t o i n t e r i o r n o i s e l e v e l s a b o v e 4 5 d B A . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / B u i l d i n g Di v i s i o n PD F N O I - 2 (P r o j e c t D e s i g n Fe a t u r e ) Pr i o r t o i s s u a n c e o f a bu i l d i n g p e r m i t . To a d d r e s s t h e c r i t e r i a i n M M N - 5 b ) to r e d u c e t h e s i n g l e e v e n t i n t e r i o r tr a i n h o r n n o i s e l e v e l t o b e l o w 8 1 d B A L m a x , t h e p r o p e r t y ow n e r / d e v e l o p e r w i l l u p g r a d e w i n d ow s a n d e x t e r i o r d o o r s w i t h a mi n i m u m S o u n d T r a n s m i s s i o n C l a s s (S T C ) r a t i n g o f 3 0 S T C f o r a l l fl o o r s l o c a t e d o n t h e w e s t s i d e o f t h e r e s i d e n t i a l a p a r t m e n t b u i l d i n g s on b o t h L o t ‘ 1 ’ a n d L o t ‘ 2 ’ , a s s h o w n i n F i g u r e 1 1 a n d i n c l u d e a n o t e on t h e p l a n s s h o w i n g t h i s P D F a n d F i g u r e 1 1 . W i t h t h e i n c l u s i o n o f up g r a d e d w i n d o w s a n d e x t e r i o r d o o r s w i t h a n S T C r a t i n g o f 3 0 , a s sh o w n i n F i g u r e 1 1 , f u t u r e r e s i d e n t s w o u l d n o t b e e x p o s e d t o si g n i f i c a n t s i n g l e e v e n t i n t e r i o r t r a i n h o r n n o i s e l e v e l s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t / B u i l d i n g Di v i s i o n XV I . T R A F F I C T- 4 ( M M R P N o . Pr i o r t o i s s u a n c e o f Pr i o r t o i s s u a n c e o f t h e f i r s t b u i l d i n g p e r m i t f o r e a c h b u i l d i n g , t h e Pu b l i c W o r k s 1 31 2 ) th e f i r s t b u i l d i n g pe r m i t f o r e a c h bu i l d i n g . pr o p e r t y o w n e r / d e v e l o p e r s h a l l p a y a l l a p p l i c a b l e t r a n s p o r t a t i o n im p a c t f e e s t o t h e C i t y o f A n a h e i m i n a m o u n t s d e t e r m i n e d b y t h e C i t y Co u n c i l R e s o l u t i o n i n e f f e c t a t t h e t i m e o f i s s u a n c e o f t h e b u i l d i n g pe r m i t w i t h c r e d i t g i v e n f o r C i t y - a u t h o r i z e d i m p r o v e m e n t s p r o v i d e d by t h e p r o p e r t y o w n e r / d e v e l o p e r ; a n d p a r t i c i p a t e i n a l l a p p l i c a b l e re i m b u r s e m e n t o r b e n e f i t d i s t r i c t s w h i c h h a v e b e e n e s t a b l i s h e d . De p a r t m e n t / T r a f f i c an d T r a n s p o r t a t i o n Di v i s i o n T- 5 ( M M R P N o . 31 2 ) Pr i o r t o i s s u a n c e o f bu i l d i n g p e r m i t s f o r an y p r o j e c t f o r e c a s t t o ge n e r a t e 1 0 0 o r m o r e pe a k h o u r t r i p s . Pr i o r t o i s s u a n c e o f b u i l d i n g p e r m i t s f o r a n y P r o j e c t f o r e c a s t t o ge n e r a t e 1 0 0 o r m o r e p e a k h o u r t r i p s , a s d e t e r m i n e d b y t h e C i t y Tr a f f i c a n d T r a n s p o r t a t i o n M a n a g e r u t i l i z i n g A n a h e i m T r a f f i c An a l y s i s M o d e l T r i p G e n e r a t i o n R a t e s , t h e p r o p e r t y o w n e r / d e v e l o p e r sh a l l s u b m i t t o t h e C i t y T r a f f i c an d T r a n s p o r t a t i o n M a n a g e r t r a f f i c im p r o v e m e n t p h a s i n g a n a l y s e s t o i d e n t i f y w h e n t h e i m p r o v e m e n t s id e n t i f i e d i n t h e A n a h e i m C a n y o n Sp e c i f i c P l a n E I R T r a f f i c I m p a c t St u d y , I t e r i s , S e p t e m b e r 2 0 1 4 ( A p p e n d i x G o f t h e E I R N o . 3 4 8 ) s h a l l be d e s i g n e d a n d c o n s t r u c t e d . a) Th e t r a f f i c i m p r o v e m e n t p h a s i n g a n a l y s e s w i l l s p e c i f y t h e ti m i n g , f u n d i n g , c o n s t r u c t i o n a n d f a i r - s h a r e r e s p o n s i b i l i t i e s fo r a l l t r a f f i c i m p r o v e m e n t s n e c e s s a r y t o m a i n t a i n sa t i s f a c t o r y l e v e l s o f s e r v i c e wi t h i n t h e C i t y o f A n a h e i m an d s u r r o u n d i n g j u r i s d i c t i o n s , a s d e f i n e d b y t h e C i t y ’ s Ge n e r a l P l a n , b a s e d o n t h r e s h o l d s o f s i g n i f i c a n c e , pe r f o r m a n c e s t a n d a r d s a n d m e t h o d o l o g i e s u t i l i z e d i n E I R No . 3 4 8 , O r a n g e C o u n t y C o n g e s t i o n M a n a g e m e n t P r o g r a m an d e s t a b l i s h e d i n C i t y o f A n a h e i m T r a f f i c S t u d y Gu i d e l i n e s . Th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l c o n s t r u c t , b o n d f o r o r e n t e r i n t o a fu n d i n g a g r e e m e n t f o r n e c e s s a r y c i r c ul a t i o n s y s t e m i m p r o v e m e n t s , a s de t e r m i n e d b y t h e C i t y T r a f f i c a n d T r a n s p o r t a t i o n M a n a g e r . A t mi n i m u m , f a i r - s h a r e c a l c u l a t i o n s s h a l l i n c l u d e i n t e r s e c t i o n im p r o v e m e n t s , r i g h t s - o f - w a y , a n d c o n s t r u c t i o n c o s t s , u n l e s s a l t e r n a t i v e fu n d i n g s o u r c e s h a v e b e e n i d e n t i f i e d to h e l p p a y f o r t h e i m p r o v e m e n t . Pu b l i c W o r k s De p a r t m e n t / T r a f f i c an d T r a n s p o r t a t i o n Di v i s i o n XV I I . U T I L I T I E S A N D S E R V I C E S Y S T E M S US S - 1 ( M M R P No . 3 1 2 ) Pr i o r t o i s s u a n c e o f de m o l i t i o n , g r a d i n g , or b u i l d i n g p e r m i t s , wh i c h e v e r o c c u r s f i r s t . Pr i o r t o i s s u a n c e o f d e m o l i t i o n , g r a d i n g , o r b u i l d i n g p e r m i t s , wh i c h e v e r o c c u r s f i r s t , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t pl a n s t o t h e C i t y E n g i n e e r f o r r e v i e w . T h e C i t y E n g i n e e r s h a l l r e v i e w th e l o c a t i o n o f e a c h p r o j e c t t o d e t e r m in e i f i t i s a n a r e a s e r v e d b y po t e n t i a l l y d e f i c i e n t s e w e r f a c i l i t i e s , a s i d e n t i f i e d i n t h e l a t e s t u p d a t e d se w e r s t u d y f o r t h e A C S P . I f t h e p r o j e c t w i l l i n c r e a s e s e w e r f l o w s Pu b l i c W o r k s De p a r t m e n t / En g i n e e r i n g D i v i s i o n Ci t y A t t o r n e y ’ s O f f i c e The Applicant has satisfied MM USS-1 with the completion of the Sewer Study, Appendix J, Psomas, February 6, 2018). The 1 be y o n d t h o s e p r o g r a m m e d i n t h e a p p r o p r i a t e m a s t e r p l a n s e w e r s t u d y fo r t h e a r e a o r i f t h e p r o j e c t c u r r e nt l y d i s c h a r g e s t o a n e x i s t i n g de f i c i e n t s e w e r s y s t e m o r w i l l c r e a t e a d e f i c i e n c y i n a n e x i s t i n g s e w e r li n e , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p e r f o r m a d d i t i o n a l s e w e r an a l y s i s u s i n g f l o w , w e t - w e a t h e r d a t a , a n d o t h e r i n f o r m a t i o n s p e c i f i c fo r t h e p r o j e c t t o d e t e r m i n e t h e s u r c h a r g e l e v e l s f o r f i n a l d e s i g n . T h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l b e r e q u i r e d t o g u a r a n t e e m i t i g a t i o n o f th e i m p a c t t o a d e q u a t e l y s e r v e t h e a r e a t o t h e s a t i s f a c t i o n o f t h e C i t y En g i n e e r a n d C i t y A t t o r n e y ’ s O f f i c e , w h i c h c o u l d i n c l u d e a d d i t i o n a l re l a t e d f e e s , c o n s t r u c t i o n , o r a c o m b i n a t i o n t h e r e o f . Sewer Study concluded that Proposed Project would not create any additional downstream sewer deficiencies that were not already identified in the Buildout Condition in the ACSP Sewer Study. US S - 2 ( M M R P No . 3 1 2 ) Pr i o r t o a p p r o v a l o f sa n i t a r y s e w e r co n n e c t i o n s f o r e a c h de v e l o p m e n t p r o j e c t . Pr i o r t o a p p r o v a l o f s a n i t a r y s e we r c o n n e c t i o n s f o r e a c h d e v e l o p m e n t Pr o j e c t , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l b e r e q u i r e d t o i n s t a l l t h e sa n i t a r y s e w e r f a c i l i t i e s , a s r e q u i r e d b y t h e C i t y E n g i n e e r , t o p r e v e n t th e s e w e r s u r c h a r g e i n t h e p u b l i c s y s t e m f r o m b a c k - f l o w i n g i n t o be l o w - g r a d e s t r u c t u r e s o f t h e p r o p o s e d d e v e l o p m e n t b a s e d u p o n t h e la t e s t u p d a t e d s e w e r s t u d y f o r t h e A C S P . W h e r e r e q u e s t e d b y t h e C i t y En g i n e e r , s e w e r i m p r o v e m e n t s s h a l l b e c o n s t r u c t e d w i t h l a r g e r t h a n re c o m m e n d e d d i a m e t e r t o m a i n t a i n t h e s u r c h a r g e l e v e l s w i t h i n t h e pi p e , a n d t h e i n v e r t e l e v a t i o n o f s e we r l a t e r a l s s h a l l b e l o c a t e d a b o v e th e h y d r a u l i c g r a d e l i n e e l e v a t i o n o f t h e s u r c h a r g e l e v e l s w h e n t h e in v e r t e l e v a t i o n o f s e w e r l a t e r a l s a r e a b o v e t h e p i p e c r o w n . Pu b l i c W o r k s De p a r t m e n t / En g i n e e r i n g D i v i s i o n The Applicant has satisfied MM USS-2. As determined by the Sewer Study, no additional sewer system improvements would be required for the Proposed Project. US S - 3 ( M M R P No . 3 1 2 ) Pr i o r t o t h e a p p r o v a l of a n y s t r e e t im p r o v e m e n t p l a n s . Pr i o r t o t h e a p p r o v a l o f a n y s t r e e t i m p r o v e m e n t p l a n s w i t h i n t h e A C S P th a t e n c o m p a s s a r e a ( s ) w h e r e O r a n ge C o u n t y S a n i t a t i o n D i s t r i c t (O C S D ) w o u l d b e u p s i z i n g t r u n k l i n e s a n d / o r a r e m a k i n g o t h e r im p r o v e m e n t s , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l c o o r d i n a t e w i t h OC S D t o e n s u r e t h a t b a c k f l o w p r e v e n t i o n d e v i c e s a r e i n s t a l l e d a t t h e la t e r a l c o n n e c t i o n s t o p r e v e n t s u r c h a r g e f l o w f r o m e n t e r i n g p r i v a t e pr o p e r t i e s . P r o o f o f s u c h c o o r d i n a t i o n , s u c h a s a l e t t e r f r o m O C S D af f i r m i n g r e v i e w o f p r o p o s e d p l a n s , s h a l l b e p r o v i d e d b y t h e p r o p e r t y ow n e r / d e v e l o p e r t o t h e C i t y p r i o r t o a p p r o v a l o f t h e s t r e e t im p r o v e m e n t p l a n s . Pu b l i c W o r k s De p a r t m e n t / En g i n e e r i n g D i v i s i o n The Applicant has satisfied MM USS-3. As determined by the Sewer Study, no additional sewer system improvements would be required for the Proposed Project. 1 Scott Koehm From:Alan Richardson <arrlaari@gmail.com> Sent:Sunday, February 25, 2018 8:00 PM To:Scott Koehm Subject:Public comment RE: Conditional Use Permit No. 2017-05911 Mr. Koehm, I have received the notice of planning commission public hearing on March 5. Based on the information in the letter, I wish to urge the planning commission to act in good faith to see the project approved, and in particular that the request for setbacks less than required by the municipal code be granted. If the commission seeks changes to the development plan as condition of approval, I further hope that those changes will be in the direction of more residential space, and not less. Anaheim, like most cities in California, suffers a general housing crisis: Excessive rents, homelessness, involuntary long commutes, and other baneful consequences of restrictive zoning. I am paying a rate of rent that shocks all I tell of it; but in California, today I must count myself fortunate, for I have a roof and that roof is close to my place of employment. (It is also just across the train tracks from the proposed development.) Anaheim, and other cities like Anaheim, should think less of setbacks and height limits, and more of affordable housing and strict safety enforcement. Alan Richardson, 3530 E La Palma Ave, Unit 226 Anaheim, CA 92806 ATTACHMENT NO. 6 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net City of Anaheim PLANNING DEPARTMENT There is no new correspondence regarding this item.