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PC 2011/02/28City of Anaheim Planning Commission Agenda Monday, February 28, 2011 Council Chamber, City Hall 200 South Anaheim Boulevard Anaheim, California Chairman: Stephen Faessel Chairman Pro-Tempore: Peter Agarwal Commissioners: Todd Ament, Joseph Karaki, Harry Persaud Victoria Ramirez, John Seymour Call To Order -5:00 p.m. Pledge Of Allegiance Public Comments Consent Calendar 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 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/planningon Thursday, February 24, 2011, 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 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 planningcommission@anaheim.net e-mail address: H:\TOOLS\PC Admin\PC Agendas\(022811).doc 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 public comments on agenda items with the exception of public hearing items. Consent Calendar: The items on the Consent Calendar will be acted on by one roll call vote. There will be no separate discussion of these items prior to the time of the voting on the motion unless members of the Planning Commission, staff, or the public request the item to be discussed and /or removed from the Consent Calendar for separate action. Reports and Recommendations ITEM NO. 1A CONDITIONAL USE PERMIT NO. 2008- 05308B Motion (DEV2010- 00160A) Owner/ City of Anaheim Applicant: Redevelopment Agency Location: 200 - 300 North Beach Boulevard The applicant requests review and approval of final site, Project Planner: colored elevation, and sign program plans for Westgate David See shopping center (Phase 2 — Food Court Pad Buildings). dsee(olanaheim.net Environmental Determination: A previously- certified Final Environmental Impact Report is the appropriate environmental documention for the proposed action. 02/28/11 Page 2 of 10 Public Hearina Items ITEM NO. 2 CONDITIONAL USE PERMIT NO. 2010 -05537 VARIANCE NO. 2011 -04843 PUBLIC CONVENIENCE OR NECESSITY NO. 2010 -00074 Request for continuance to March 28, 2011 (DEV2010- 00177) Owner: Paul Roper D & P, LLC 987 Enterprise Street Orange, CA 92867 Applicant: Juan Reynoso Reymart, Inc. 2107 North Broadway, Suite 106 Santa Ana, CA 92706 Agent: Mike Ayaz Rick Blake, Attorney at Law 2107 North Broadway, Suite 106 Santa Ana, CA 92706 Location: 1168 South State College Boulevard The applicant proposes to establish a nightclub in an existing Project Planner: commercial building, to include a Type 48 (Public Premise) David See ABC license, sale and consumption of alcoholic beverages, dsee(cDanaheim.net public dancing, cover charge, and live entertainment with less parking than required by Code. Environmental Determination: The proposed action is Categorically Exempt from the requirement to prepare additional environmental documentation per California Environmental Quality Act (CEQA) Guidelines - Class 1 (Existing Facilities). Continued from the January 19 and January 31, 2011 Planning Commission meetings. 02/28/11 Page 3 of 10 ITEM NO. 3 TENTATIVE PARCEL MAP NO. 2010 -152 (DEV2010- 00188) Owner/ City of Anaheim Applicant: Redevelopment Agency Location: 200 — 300 North Beach Boulevard The applicant proposes to establish an 11 -lot commercial subdivision to permit the construction of a future shopping center. Environmental Determination: A previously- certified Final Environmental Impact Report (EIR) for the West Anaheim Commercial Corridors Redevelopment Project Area, including an Addendum and its technical appendices, will serve as the required environmental documentation for the proposed project actions. Request for continuance to March 14, 2011 Project Planner: David See dsee(a net 02/28/11 Page 4 of 10 ITEM NO. 4 CONDITIONAL USE PERMIT NO. 2010 -05526 Resolution No. _ (DEV2010- 00151) Owner: S. Batcheller La Palma /Miller JV, LLC 34 Telsa, Suite 200 Irvine, CA 92618 Applicant: Phil Schwartz PRS Group 21103 Rancho View Road, #2260 San Juan Capistrano, CA 92675 Location: 3330 -3370 East Miraloma Avenue Anaheim The proposed project consists of site modifications and Project Planner: improvements to two existing office buildings formerly used Della Herrick by The Boeing Company as follows: An existing 2 -story dherrick(o1anaheim.net office building would be converted into an approximately 3,000 -seat religious assembly facility (church) and ancillary uses within approximately 170,400 square feet of building area. An existing 6 -story office building would be converted into medical and dental offices, general offices, college lecture hall, 300 -seat chapel, employee fitness center, accessory retail, and restaurant uses within approximately 196,820 square feet of building area. Environmental Determination: A Mitigated Negative Declaration has been prepared per California Environmental Quality Act (CEQA) Guidelines. 02/28/11 Page 5 of 10 ITEM NO. 5 TENTATIVE PARCEL MAP NO. 2009 -127 AND SPECIMEN TREE REMOVAL NO. 2010 -00004 (DEV2010- 00085) Owner: Jay and Ami Mehta 12330 Greenstone Avenue Santa Fe Springs, CA 90670 Applicant: Terry Smith 18627 Brookhurst Street, #349 Fountain Valley, CA 92708 Location: 6115 East Henning View Terrace The applicant proposes to subdivide a property into four parcels and remove 36 specimen trees to construct three single - family residences. Environmental Determination: A Mitigated Negative Declaration has been prepared per California Environmental Quality Act (CEQA) Guidelines. Resolution No. Project Planner: Scott Koehm skoehm(al anaheim. net 02/28/11 Page 6 of 10 ITEM NO. 6 CONDITIONAL USE PERMIT NO. 2010 -05538 (DEV2010- 00178) Owner: RIF II Orangethorpe, LLC 11620 Wilshire Boulevard, Suite 300 Los Angeles, CA 90025 Applicant: Howard Schwimmer 11620 Wilshire Boulevard, Suite 300 Los Angeles, CA 90025 Location: 2350 -2384 East Orangethorpe Avenue and 1631 North Placentia Avenue The applicant proposes to permit automobile repair uses within two existing industrial buildings. Environmental Determination: The proposed action is Categorically Exempt from the requirement to prepare additional environmental documentation per California Environmental Quality Act (CEQA) Guidelines - Class 1 (Existing Facilities). Continued from the January 31, 2011 Planning Commission meeting. Resolution No. Project Planner: Scott Koehm skoehm(al anaheim. net Adjourn to Monday, March 14, 2011 at 5:00 p.m. 02/28/11 Page 7 of 10 CERTIFICATION OF POSTING I hereby certify that a complete copyof this agenda was posted at: 4:30p.m.February 23, 2011_ (TIME)(DATE) LOCATION: COUNCIL CHAMBER DISPLAY CASE ANDCOUNCIL DISPLAY KIOSK SIGNED: 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. RIGHTS OF APPEAL TO CITY COUNCIL FROM PLANNING COMMISSION ACTION Any action taken by the Planning Commission this date regarding Reclassifications, Conditional Use Permits,Variances,Tentative Tract and Parcel Maps will be final 10 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 setsaid petition for public hearing before the City Council at the earliest possible date. You will be notified by the City Clerk of said hearing. ANAHEIM CITY PLANNING COMMISSION 02/28/11 Page 8of 10 The City of Anaheim wishes to make all of its public meetings and hearingsaccessible 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 inappropriate 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 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 SouthAnaheim 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. 02/28/11 Page 9of 10 S C H E D U LE 2011 March 14 March 28 April 11 April 25 May 9 May 23 June 6 June 20 July 6 (Wed) July 18 August 1 August 15 August 29 September 12 September 26 October 10 October 24 November 7 November 21 December 5 December 19 02/28/11 Page 10of 10 ûèèûùôï÷îèîí úç÷îûìûêñùóèãðóïóèé ùõ ûîûô÷óïùóèãðóïóèé ú÷éèæûðç÷óîî éçóè÷é ùõ æûùûîè ùõ æûùûîè ùõ êï æûùûîè æûùûîè ùõ æûùûîè êï ø÷æ û ùõ ùõ æûùûîè æûùûîè æûùûîè ùõ æûùûîè êï æûùûîè ùõ æûùûîè êï êóùôïíîèé ûìûêèï÷îèé êï øç ûìûêèï÷îèé øç ùõ é÷êæóù÷ éèûèóíî ùõ û×ÊÓÛÐìÔÍÈÍ ïÛÃ ûìîÉ éÇÚÒ×ÙÈìÊÍÌ×ÊÈÃ ø÷æ û ¦ îÍÊÈÔú×ÛÙÔúÍÇÐ×ÆÛÊØ ûèèûùôï÷îèîí úç÷îûìûêñùóèãðóïóèé ûîûô÷óïùóèãðóïóèé û×ÊÓÛÐìÔÍÈÍ ïÛÃ ûìîÉ éÇÚÒ×ÙÈìÊÍÌ×ÊÈÃ ø÷æ û ¦ îÍÊÈÔú×ÛÙÔúÍÇÐ×ÆÛÊØ ßÌÌßÝØÓÛÒÌ ÒÑò î ßÌÌßÝØÓÛÒÌ ÒÑò í RESOLUTION NO. PC2008-46 A RESOLUTION OF THE ANAHEIM PLANNING COMMISSION APPROVING PREVIOUSLY-CERTIFIED FINAL ENVIRONMENTAL IMPACT REPORT FOR THE WEST ANAHEIM COMMERCIAL CORRIDORS REDEVELOPMENT PROJECT AREA AND ADDENDUM AND MITIGATION MONITORING PLANNO. 119 AND APPROVING AN AMENDMENT TO CONDITIONAL USE PERMIT NO. 2002-04603 AND AMENDINGRESOLUTION NO. 2002R-233 WITH WAIVER OF CODEREQUIREMENT(TRACKING NO. CUP2008-05308) (200-328 NORTH BEACHBOULEVARDAND 2951-2961 WEST LINCOLN AVENUE) WHEREAS, the Anaheim Planning Commission did receive a verified Petition for a Conditional Use Permit with a waiver of code requirement for certain real property in the City of Anaheim, County of Orange, State of California, shown on Exhibit A, attached hereto and incorporated herein by this reference; and WHEREAS, on November 5, 2002, the City Council, by its Resolution No. 2002R- 233, granted Conditional Use Permit No. 2002-04603 to permit a commercial retail center of regional significance including a home improvement store with an outdoor garden center, a multi- tenant retail building, two drive through fast food restaurants, three full service restaurants with on- premises consumption of alcoholic beverages, an amusement arcade, a food court with outdoor dining and beer and wine sales for on-premises consumption, and a self storage facility with storage containersandrecreational vehicles and boats; and WHEREAS, the property is currently vacant and is zoned C-G (General Commercial) and RM-4 (Multiple-Family Residential with a resolution of intent to C-G) and the Anaheim General Plan designates the property for Regional Commercial land uses; and WHEREAS, the Anaheim Planning Commission did hold a public hearing at the Anaheim Civic Center, Council Chamber, 200 South Anaheim Boulevard, on April 14, 2008, at 2:30 p.m., notice of said public hearing having been duly given as required by law and in accordance with the provisions of the Anaheim Municipal Code, Chapter 18.60, to hear and consider evidence for and against said proposed project actions, including an amendment to Conditional Use Permit No. 2002-04603, and to investigate and make findings and recommendations in connection therewith; and WHEREAS, said 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, does find and determine the following facts: 1.That an amendment to Conditional Use Permit No. 2002-04603 (Tracking No. CUP2008-05308) to construct a commercial retail center of regional significance to include retail stores, full service restaurants with sale and consumption of alcoholic beverages for on-premises consumption, drive through restaurants, a drive-through pharmacy with the sale of alcoholic beverages for off-premises consumption, an amusement device arcade, a multi-tenant food court with outdoor dining and the sale and consumption of alcoholic beverages,and aself storage facility with storage containers and recreational vehiclesand boatsis properly one for which a conditional use permit is authorized by Anaheim Municipal Code Section No. 18.08.030.010for this property. The proposed project also includes waiversof the following: (a) SECTION NO. 18.42.040Minimum number of parking spaces. (1,675spaces required; 1,190spaces proposed) (b) SECTION NO. 18.46.110.020Maximum fence height. (8feet highpermitted;10feet high proposed) 2.That waiver (a) pertaining to the minimum number of parking spacesis hereby approved based on the assumptions and conclusions contained in a parking studydated August 2006and addendum datedApril 4, 2008which was prepared by the City’s parking and traffic consultant. The study concludes that a maximum demand of 1,180spaces would be needed for the shopping center, resulting in a surplus of 10 spaces. This conclusion was based on the highest demand of the center which is during the weekend. Therefore, based on the findings contained in the study,the requested waiver will not cause fewer off-street parking spaces to be provided for the proposed use than the number of such spaces necessary to accommodate all vehicles attributable to such use under the normal and reasonably foreseeable conditions of operation of such use. 3.That waiver(b) pertaining to maximum fence height is hereby approved since there are special circumstances applicable to the propertydue to the unique size, shape, and topography of this former landfill site which do not apply to other property under identical zoning classification in the vicinity. Moreover, the fencing will mitigate visual impacts to adjacent residential land uses and create an adequate buffer between the commercial and residential uses. 4.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 because the proposed project is compatible with existing and surrounding land uses, and will further provide a project that is compatible and consistent withthe General Plan Regional Commercial land use designation. 5.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 the particular area or to health and safety of the citizens of the City of Anaheim. 6.That, with implementation of the mitigation measures set forth in Mitigation Monitoring Plan No. 119, the approval of the proposed shopping center will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area. 7.That 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. 8.That aperson representing the West Anaheim Neighborhood Development Council (WAND) spoke with concerns pertaining to the number of parking spaces, amusement/arcade devices, crime rate, and amount of drive through restaurants in the project, and two people spoke -2-PC2008-46 with suggestions pertaining to the type of businesses that would be appropriate for the center, and photographs of another shopping center were submitted; and that a letterwas received in opposition tothe subject request. WHEREAS, the City Council certified the Final Environmental Impact Report for the West Anaheim Commercial Corridors Redevelopment Project Areain 1998. The Council also approved a Statement of Findings and Facts and Mitigation Monitoring Plan No. 119 in conjunction with the Final EIR. The Final EIR addressed the environmental impacts and mitigation measures associated with those activities that would be undertaken pursuant to and in furtherance of the West Anaheim Commercial Corridors Redevelopment Plan. In 2002, the Council adopted an Addendum and its technical appendices to the Final EIR in conjunction with Conditional Use Permit No. 2002- 04603. The Addendum concluded that the proposed shopping center would not result in new significant impacts or substantial increases in the severity of previously identified significant impacts. Therefore, the previously-certified Final EIR, together with the Addendum and Mitigation Monitoring Plan No. 119, will serve as the required environmental documentation for the proposed project actions. NOW, THEREFORE, BE IT RESOLVED bythe Anaheim Planning Commissionof the City of Anaheim that the conditions of approval heretofore imposed on Conditional Use Permit No. 2002-04603, as set forth in City Council Resolution No. 2002R-233 be, and the same hereby amended in their entirety, to read as follows: Responsible for No.Conditions of ApprovalMonitoring TIMING: PRIOR TO ISSUANCE OF BUILDING PERMITS That the following final plans shall be submitted to the Planning Department for Planning Commission review and approval as a “Reports and Recommendations” 1Planning item: Fully dimensioned, scaled, anddetailed site plan Fencing and landscaping plans (with materials, sizes,and locations of plant materials) Comprehensive signage program Final grading and propertysectional plans Building elevation plans including acolors and materialsboard Accent paving plans Decorative lighting plans Roof and ground-mounted equipment location and treatment plans -3-PC2008-46 Responsible for No.Conditions of ApprovalMonitoring Truck well treatment plans Detailed site, floor, lighting, and elevation plans for the full service restaurants Aletter of operation indicating all operational aspects of each of the full-service restaurants, including the hours of operation Detailed outdoor seating and public plaza plan, including public art, landscaping, and water features Detailed floor plans and letter of operation indicating the proposed hours of operation for the amusement device arcade Detailed site, floor, and drive through lane plans for the drive-through restaurants Detailed site, fencing, floor, elevation, lighting, and landscaping (with materials, sizes and locations of plant materials and methods of screening) plans for the self storage/RV and boat storage facility Aletter of operation indicating all operational aspects of the self storage/RV and boat storage facility, including the hours of operation That an unsubordinated restricted covenant providing reciprocal access and parking, approved by the Planning Department and in a form satisfactory to the 2Planning City Attorney, shall be recorded with the Office of the Orange County Recorder. A copy of the recorded covenant shall then be submitted to the Planning Department.In addition, provisions shall be made in the covenant to guarantee that the entire complex shall be managed and maintained as one (1) integral parcel for purposes of parking, vehicular circulation, signage, maintenance, land usage and architectural control, and that the covenant shall be referenced in all deeds transferring all or any part of the interest in the property. That all air conditioning facilities and other roof and ground-mounted equipment shall be properly shielded from view. Such information shall be specifically 3Planning shown on the plans submitted for building permits. That all plumbing or other similar pipes and fixtures located on the exterior of the building shall be fully screened by architectural devices and/or appropriate 4Planning building materials; and, further, such information shall be specifically shown on the plans submitted for building permits. That the granting of the parking waiver is contingent upon operation of the use in conformance with the assumptions and/or conclusions relating to the operation 5Planning -4-PC2008-46 Responsible for No.Conditions of ApprovalMonitoring and intensity of use as contained in the parking demand studydated August 2006, and addendum dated April 4, 2008, that formed the basis for approval of said waiver. Exceeding, violating, intensifying or otherwise deviating from any of said assumptions and/or conclusions, as contained in the parking demand study, shall be deemed a violation of the expressed conditions imposed upon said waiver which shall subject this permit to termination or modification pursuant to the provisions of Section 18.60.210of the Anaheim Municipal Code. That a landscape earthen berm and/or a row of hedges shall be incorporated into the entire length of the setback adjacent to Beach Boulevard and Lincoln Avenue 6Planning with the exception of ingress/egress areas. Further, dense landscaping shall be provided adjacent to Beach Boulevard and Lincoln Avenueto adequately screen the drive through lanes, and where possible, existing mature landscaping should be preserved. Said information shall be specifically shown on plans submitted for building permits. That a tentative parcel map to record the consolidation of parcels on the subject property shall be submitted to and approved by the City of Anaheim and shall 7Planning,Public then be recorded in the Office of the Orange County Recorder. Works That plans shall be submittedto the Planning Department for review and approval showing conformance with the current version of Engineering Standard Details 8Planning 402, 436, 470, and 471 pertaining to parking standards and Engineering Standard Detail 473 pertaining to driveway locations anddriveway spacing. Subject property shall thereupon be developed and maintained in conformance with said plans. That plans shall indicate that adequate lighting shall be provided throughout the project, including circulation areas, aisles, passageways, recesses, and grounds 9Planning contiguous to buildings 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, secureenvironment for all persons, property, and vehicles on-site. Plans submitted for building permits shall include a note that said lighting shall be installed prior to the first final building and zoning inspection for the parking structure. That plans shall indicate that the building addressesshall be clearly marked with its appropriate building number and address. These numbers shall be positioned 10Planning, Police so they are easily viewed from vehicular and pedestrian pathways throughout the complex. The building numbersshall be a minimum of 12-inches in height. Main building numbers and address numbers shall be illuminated during hours of darkness. Plans submitted for building permits shall include a note that said numbers shall be installed prior to the first final building and zoning inspection for each building. That plans shall show that four (4) foot high address numbers shall be displayed on the roof of the building in a contrasting color to the roof material. Said 11Planning, Police numbers shall not be visible from view of the street or adjacent properties. Said information shall be subject to the review and approval of the Police Department -5-PC2008-46 Responsible for No.Conditions of ApprovalMonitoring and the Planning Department, Planning Services Division. Plans submitted for building permits shall include a note that said numbers shall be provided prior to the first final building and zoning inspection for each building. That plans shall be submitted for approval by the Public Utilities Department, Water Engineering Division and the Cross Connection Control Inspector 12Planning,Public demonstrating that all backflow equipment shall be located above ground outside Utilities Water of the street setback area in a manner fully screened from all public streets and alleys in locations approved by the Water Engineering Division of the Public Utilities Department and the Planning Department. Any backflow assemblies currently installed in a vault shall be brought up to current standards. Any other large water meter system equipment shall be installed to the satisfaction ofthe Public Utilities Department, Water Engineering Division above ground and outside of the street setback area on private property in an easement, in a manner fully screened through landscaping from all public streets and alleys. That plans shall show that all proposed water vaults, telecommunication utilities, and all other above-ground utilities shall be located behind the setback and fully 13Planning screened as required by Code or integrated within the proposed buildings. That the property owner shall submit a letter requesting termination of Conditional Use Permit No. 464 (to construct a directional sign facing Beach 14Planning Boulevard), Variance No. 1956 (to permit a warehouse in conjunction with an existing furniture store with waivers of minimum required side yard setback and required masonry wall at 220 North Beach Boulevard), Conditional Use Permit No. 1307 (to permit on-sale liquor in conjunction with a proposed restaurant at 310 North Beach Boulevard with waiver ofheight of masonry wall abutting a residential zone) , Conditional Use Permit No. 1338 (to permit the sale of beer and wine in an existing restaurant at 300 North Beach Boulevard), Variance No. 2650 (waiver of permitted sign location to reconstruct an existing freestanding sign at 220 North Beach Boulevard), Conditional Use Permit No. 1651 (to permit a 41-unit motel at 320 North Beach Boulevard), Conditional Use Permit No. 3559 (to permit an auto service and tire installation facility at 222 North Beach Boulevard) , Conditional Use Permit No. 3593 (to permit the on-premise sale and consumption of alcoholic beverages in conjunction with a restaurant and billiard center at 314 North Beach Boulevard), Conditional Use Permit No. 3670 (to permit the on—premise sale and consumption of alcoholic beverages within an existing restaurant and billiard center with live music and entertainment at 314 North Beach Boulevard) to the Planning Services Department. That plans submitted for building permits shall include a note that ongoing during construction, emergency contact information including contact name and phone 15Planning number shall be posted on the project site. Said information shall be indicated on plans submitted for building permits. That all roof-mounted equipment shall be screened from view of the public rights ofway and surrounding properties in compliance with Section 18.46.210of the 16Planning Anaheim Municipal Code. Said information shall be specifically shown on plans submitted for building permits -6-PC2008-46 Responsible for No.Conditions of ApprovalMonitoring That in implementation of mitigation measuresno. 2 and 3 for “Hazards” as set forth in the Mitigation Monitoring Plan, the applicant shall implement those 17Planning, regulatory requirements and measures imposed upon the project by the Orange (MM-Public Works County Health Care Agency’s Environmental Health Division (LEA) and the HAZ 2,3)Development Santa Ana Regional Water Quality Control Board (RWQCB) as set forth in Services Appendix F and Appendix G, respectively, of the Final EIR Addendum. That the legal owner of subject property shall provide the City of Anaheim with a public utilities easement as determined to be necessary when the electrical design 18Public Utilities is completed. Electrical That property owner/developer shall finalize the abandonment of any existing public utilities easements to the satisfaction of the Department of Public Works, 19Public Utilities Development Services Division and the Public Utilities Department, Electrical Electrical Engineering Division. That the property is to be served with underground utilities per the Electrical Rates, Rules, and Regulations. 20Public Utilities Electrical That any required relocation of City electrical facilities shall be at property owner/developer’s expense per the Electrical Rates, Rules, and Regulations. 21Public Utilities Electrical That plans shall show the location and required landscape and/or hardscape screening of all pad-mounted equipment. 22Public Utilities Electrical That plans shall demonstrate that all above-ground utility devices shall be located on private property and outside any required setback areas unless otherwise 23Public Utilities permitted by Code. Electrical That plans shall show conformance with the current version of Engineering Standard Detail 115 pertaining to sight distance visibility for signs, landscaping, 24Public Works, and fence/wall locations and pertaining to commercial drivewaydesignto the Traffic satisfaction of the City Engineer. Engineering That plans shall be submitted to show any proposed gates and shall demonstrate 25Public Works, that gates shall not be installed across any driveway in a manner which may Traffic adversely affect vehicular traffic on the adjacent public street. Installation of any Engineering gates shall conform to all applicable Cityof Anaheim, Department of Public Works, Standard Plans and Details. The location of any proposed gates shall be subject to the review and approval of the City Traffic and Transportation Manager. That plans submitted for building permits shall include a note that prior to final 26Public Works, building and zoning inspection, fire lanes shall be posted with “No Parking Any Traffic -7-PC2008-46 Responsible for No.Conditions of ApprovalMonitoring Time.” Said information shall be specifically shown on plans submitted for Engineering building permits. That plans shall show that emergency exits, not intended as a primary entrance, 27Police shall have no exterior handles, knobs, or levers. That property owner/developer shall submit plans to the Police Department for 28Police review and approval for the purpose of incorporating safety measures in the project design including the concept of crime prevention through environmental design (e.g. building design, circulation, site planning, and lighting of parking structures and parking areas). That plans submitted for building permits shall contain a note that there shall be 29Police no public telephones on the property that are located outside the building. That plans submitted for building permits shall indicate that all doors serving any 30Police restaurants shall conform to the requirements of the Uniform Fire Code and shall be kept closed at all times during the operation of the premises except for ingress/egress, permit deliveries and in cases of emergency. That plans submitted for building permits shall show lighting to be directed, 31Police positioned and shielded in such a manner so as not to unreasonably illuminate the windows of nearby residences. That plans shall show how emergency vehicular access will be provided and 32Fire maintained in accordance with Fire Department Specifications and Requirements. That prior to issuance of the first building permit, or prior to delivery of 33Fire, Public combustible materials for construction of buildings, whichever occurs first, Utilities Water property owner/developer shall complete all necessary water facilities to provide the fire flows required by the Fire Department. Said information shall be specifically shown on plans submitted for building permits. That prior to issuance of the first building permit and prior to commencement of 34Fire structural framing, fire hydrants shall be installed and charged as required by the Fire Department and shall meet minimum Fire Department Specifications and Requirements for spacing, distance to structure and available fire flow. Said information shall be specifically shown on plans submitted for building permits. That an automatic fire sprinkler system shall be designed, installed and 35Fire maintained as required by the Fire Department. Said information shall be specifically shown on plans submitted for building permits. Provisions for continued maintenance of the fire sprinkler system shall be included in the -8-PC2008-46 Responsible for No.Conditions of ApprovalMonitoring recorded CC&Rs for the project pursuant to the conditions contained herein. That all existing water services and fire lines shall conform to current Water 36Public Utilities Services Standards Specifications. Any water service and/or fire line that does Water not meet current standards shall be upgraded if continued use is necessary or abandoned if the existing service is no longer needed. Property owner/developer shall be responsible for the costs to upgrade or abandon any water service or fire line. That property owner/developer shall irrevocably offer to dedicate to the City of 37Public Utilities Anaheim an easement on owner’s Property for all large domestic water meters, Water including a five (5) foot wide easement around the water meter pad, a twenty (20) foot wide easement for all water service laterals, and an easement for other public water facilities to the satisfaction of the Water Engineering Division of the Public Utilities Department. The requirements and easement notes of the Public Utilities Department, Water Engineering Division shall be included in all easement dedications/deeds for waterfacilities. That because this project has a landscaping area exceeding 2,500 square feet, 38Public Utilities plans shall specifically show that a separate irrigation meter shall be installed in Water compliance with City Ordinance No. 5349 and Chapter 10.19 of the Anaheim Municipal Code. Said information shall be specifically shown on plans submitted for building permits. Plans submitted for building permits shall include a note that property owner/developer shall install the required meter and backflow device prior to the first final building and zoning inspection. That prior to submitting an application for water meters, fire lines or water 39Public Utilities improvement plans for approval, whichever occurs first, owner shall submit to the Water Public Utilities Department, Water Engineering Division, an estimate of the maximum fire flow rate and maximum day and peak hour water demands for the entire 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.6 of the Water Utility Rates, Rules, and Regulations. That all requests for newwater services or fire lines, as well as any modifications, 40Public Utilities relocations, or abandonment of existing water services and fire lines, shall be Water processed through and approved by the Public Utilities Department, Water Engineering Division. That prior to issuance of a building permit or approval of a grading plan, 41Public Utilities whichever occurs first, plans shall demonstrate that all existing water services and fire lines shall conform to current Water Utility Standards to the satisfaction of -9-PC2008-46 Responsible for No.Conditions of ApprovalMonitoring the Public Utilities Department, Water Engineering Division. Any existing water Water services and/or fire lines that are not approved by the Utility for continued use shall be upgraded to current standards, or abandoned, if no longer needed, by the property owner/developer prior to issuance of a building permit or approval of the grading plan, whichever occurs first. That a private water system with separate water service for fire protection and 42Public Utilities domestic water shall be provided. Said information shall be shown on plans Water submitted for building permits. That plans submitted for building permits shall indicate trash storage areas in a 43Public Works, location acceptable to the Public Works Department, Streets and Sanitation Streets and Division,as depicted in the approved Final Site Plan. Sanitation That property owner/developer shall submit a final written solid waste 44Public Works, management plan signed by the owner to the Streets and Sanitation Division of Streets and the Public Works Department for review and approval. The property owner shall Sanitation then operate in accordance with the approved written solid waste management plan, as it may be modified by owner from time to time subject to written approval by the Director of Public Works. Saidsolid waste management plan shall be incorporated into the recorded CC&Rs for the property required pursuant to conditions contained herein. That plans submitted for building permits shall include a note that on-going 45Code during project operation, no required parking areas shall be fenced or otherwise Enforcement, enclosed for outdoor storage uses. Planning That as required by the Public Works Department, street trees shall be installed by the property owner, within the public rights-of-way adjacent to Beach 46Public Works Boulevard and Lincoln Avenue. The size and number of trees shall be provided Development to the satisfaction of the Public WorksDepartment. Said information shall be Services shown on plans submitted for building permits. That all driveways shall be constructed with ten (10) foot radius curb returns as required by the City Engineer in conformance with Engineering Standard No. 47Public Works 115.Said information shall be specifically shown on plans submitted for building Development permits. Services That for those sites with known hazardous materials or structural conditions, underground tank leakage, orwhere existing contamination is known to exist, a 48Public Works complete soils test and analysis shall be performed prior to development. If the (MM-Development results of the soils test indicate the presence of contamination, appropriate HAZ 1)Services, -10-PC2008-46 Responsible for No.Conditions of ApprovalMonitoring remediation will be identified and implemented. No development shall be Planning allowed on the site until the applicant has submitted evidence of complete remediation to the City. That the applicant shall comply with the recommendations of the Limited Geotechnical Investigation prepared byG. A. Nicoll & Associates andwiththe 49Public Works, Uniform Building Code and appropriate City seismic standards. (MM-Development GEOL 1)Services That atrafficimpact study shall be submitted to the Department of Public Works Traffic Engineering Division for review and approval. Said study shall be Public Works, prepared to the satisfactionof the Department of Public Works in accordance Traffic with Cityof Anaheim criteria. As based upon the Final Site Plan approved by the Engineering 50 Planning Commission as a “Report and Recommendation” item, and final land (MM- uses as identified in the Final Site Plan, the traffic study shall identify any TRAF 1) project-generated increases that result in unacceptable levels of service, as determined by the Department of Public Works. The traffic study shall also identify appropriate improvements to reduce traffic impacts to acceptable levels and include a phasing plan. The phasing plan shall specify timing and funding commitments to implement the improvements including (but not limited to) preliminary engineering, environmental clearance, final engineering, right-of-way acquisition, construction,and inspection. That to the extent feasible, the following components shall be incorporated into the project: Public Works, Traffic a)Ridesharing Programs: Engineering, 51 •Carpooling and Vanpooling Planning, (MM- •Modified Work Schedules SCAQMD AQ 2) b)Parking Management •Off-Street Parking Controls •Parking Management Programs c)Non-Motorized Strategies •Bicycle Storage Facilities •Pedestrian Improvements Public Works That precise water system requirements shall be determined during specific Development project design review. Water design requirements will be subject to the 52 Services, provisions ofsiteplan review by the City of Anaheim.Required water system (MM- Planning improvements shall be in place. WAT 1,2) That the developer shallsubmitadesignlevel sanitary sewer study for the proposed commercial center to the Public Works Department, Development 53Public Works -11-PC2008-46 Responsible for No.Conditions of ApprovalMonitoring (MM-Services Divisionfor review and approval. This study shall beprepared to the Development WASTEsatisfaction of the Public Works Department Departmentand shall be consistent Services, 1-5)with the Combined West Anaheim Area Master Plan of Sanitary Sewers Planning (November 2001, 1stRevision June 2002).All of therecommendations of this sewer studyshall be implemented prior to final building and zoning inspections, as required by the Public Works Department. TIMING: PRIOR TO FINAL BUILDING AND ZONING INSPECTIONS That property owner/developer shall provide the City of Anaheim with a public utilities easement (per final electrical design), along/across high voltage lines, low 54Public Utilities voltage lines crossing private property, and around all pad-mounted transformers, Electrical switches, capacitors, etc. on owner’s Property. Said easement shall be submitted to the City of Anaheim prior to connection of electrical service. TIMING: PRIOR TO GRADING PERMITS The applicant shall submit andobtain approval fromthe Manager of Subdivisions and Grading, of a Water Quality Management Plan (WQMP) specifically 55Public Works identifying Best Management Practices (BMP’s) that will be used on-site to (MM-Development control predictable pollutant runoff. This WQMP shall identify, at a minimum, HYD 1)Services the routine, structural and non-structural measures specified in the Countywide NPDES Drainage Area Management Plan (DAMP) Appendix which details implementation of BMPs whenever they are applicable to a project, the assignment oflong term maintenance responsibilities (specifyingthe developer, parcel owner, maintenance association, lessee, etc.), and shall reference the location(s) of structural BMPs. GENERAL That ongoing during project construction, the property owner/developer shall SCAQMD, 56 implement measures to reduce construction-related air quality impacts. These Building, Public measures shall include (but are not limited to):Works (MM- Development AQ 1) Services a.Normal wetting procedures (at least twice daily) or other dust palliative measures shall be followed during earth-moving operations to minimize fugitive dust emissions, in compliance with the City of Anaheim Municipal Code including application ofchemical soil stabilizers to exposed soils after grading is completed and replacing ground cover in disturbed areas as quickly as practicable. b.Enclosing, covering, watering twice daily, or applying approved soil binders, according to manufacture’s specification, to exposed stock piles. -12-PC2008-46 Responsible for No.Conditions of ApprovalMonitoring c.Roadways adjacent to the project shall be swept and cleared of any spilled export materials at least twice a day to assist in minimizing fugitive dust; and, haul routes shall be cleared as needed if spills of materials exported from the project site occur. d.Where practicable, heavy duty construction equipment shall be kept onsite when not in operation to minimize exhaust emissions associated with vehicles repetitiously entering and exiting the project site. e.Trucks importing or exporting soil material and/ordebris shall be covered prior to entering public streets. f.Taking preventive measures to ensure that trucks do not carry dirt on tires onto public streets, including treating onsite roads and staging areas. g.Preventing trucks from idling for longer than 2 minutes. h.Manually irrigate or activate irrigation systems necessary to waterand maintain the vegetation as soon as planting is completed. i.Reduce traffic speeds on all unpaved road surfaces to 15 milesper hour or less. j.Suspend all grading operations when wind speeds (as instantaneous gust) exceed 25 miles per hour and during first and second stage smog alerts. k.Comply with SCAQMD Rule 402, which states that no dust impacts offsite aresufficient to be called a nuisance, and SCAQMD Rule 403, which restricts visible emissions from construction. l.Use low emission mobile construction equipment (e.g., tractors, scrapers, dozers,etc.) where practicable. m.Utilize existing power sources (e.g., power poles) or clean-fuel generators rather than temporary powergenerators, where practicable. n.Maintainconstruction equipment enginesby keeping them properly tuned. o.Use low sulfurfuel for equipment, to the extent practicable. That this development is limited to a maximum of twenty five(25) tenant spaces.Planning 57 -13-PC2008-46 Responsible for No.Conditions of ApprovalMonitoring That no required parking area shall be fenced or otherwise enclosed for outdoor Planning 58 storage uses. That property owner/developer shall be responsible for compliance with all Planning 59 mitigation measures within the assigned time frames and any direct costs associated with Mitigation Monitoring Plan No. 119 as established by the City of Anaheim and as required by Section 21081.6 of the Public Resources Code to ensure implementation of those identified mitigation measures. That timing for compliance with conditions of approval may be amended by the Planning 60 Planning Director upon a showing of good cause provided (i) equivalent timing is established that satisfies the original intent and purpose of the condition(s), (ii) the modification complies with the Anaheim Municipal Code and (iii) the applicant has demonstrated significant progress toward establishment of the use or approved development. That subject property shall be developed substantially in accordance with plans Planning 61 and specifications submitted to the City of Anaheim by project applicant and which plans are on file with the Planning Department marked Exhibit No. 1 of Conditional Use Permit No. 2002-04603 (Tracking No. 2008-05803), and as conditioned herein. That approval of this application constitutes approval of the proposed request Planning 62 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. That extensions for further time to complete conditions of approval may be Planning 63 granted in accordance with Section 18.60.170 of the Anaheim Municipal Code. That no exterior vending machines shall be permitted within the view of the Code 64 public rights-of-way.Enforcement That the landscape planters shall be permanently maintained with live and healthy Code 65 plant materials.Enforcement Thatno outdoor speakers shall be permitted in conjunction with the home Code 66 improvement store and outdoor storage facility.Enforcement That the following conditions shall apply to all establishments with sales of Police/Code 67 alcoholic beverages for off-premises consumption:Enforcement -14-PC2008-46 Responsible for No.Conditions of ApprovalMonitoring No display of alcoholic beverages shall be located outside of a building or within five (5) feet of any public entrance to the building. There shall be no exterior advertising or sign of any kind or type, including advertising directed to the exterior from within, promoting or indicating the availability of alcoholic beverages. Interior displays of alcoholic beverages or signs which are clearly visible to the exterior shall constitute a violation of this condition. The area of alcoholic beverage displays shall not exceed 25% of the total display area in a building. The sales of beer or malt beverages in quantities of quarts, 22 oz., 32 oz., 40 oz., or similar size containers shall be prohibited. No beer or malt beverages shall be sold in quantities of less than six per sale. The possession of alcoholic beverages in open containers and the consumption of alcoholic beverages are prohibited on or around these premises. There shall be no amusement machines, video game devices, or pool tables maintained upon the premises at any time. Wine shall not be sold in bottles or containers smaller than 750 ml. and wine-coolers must be sold in manufacturer pre-packaged multi-unit quantities. That the activities occurring in conjunction with the operation of these establishments shall not cause noise disturbance to surrounding properties. That alcoholic beverages shall not be sold in the drive through lane of the pharmacy.Alcoholic beverages shall only be sold inside the pharmacy building. That the following conditions shall apply to all full service restaurants with sales Police/Code 68 of alcoholic beverages for on-premises consumption:Enforcement 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. That there shall be no bar or lounge maintained on the property unless licensed by Alcoholic Beverage Control and approved by the City of -15-PC2008-46 Responsible for No.Conditions of ApprovalMonitoring Anaheim. There shall be nopool tables or amusement devices maintained upon the premises at any time unless the proper permits have been obtained from the City of Anaheim. That the alcoholic beverage licenses shall not be exchanged for a public premises (bar) type license nor shallthe establishment be operated as a public premise as defined in Section 23039 of the California Business and Professions Code. The gross sales of alcoholic beverages shall not exceed 40 percent of the gross sales of all retail sales during any three (3) month period. The applicant shall maintain records on a quarterly basis indicating the separate amounts of sales of alcoholic beverages and other items. These records shall be made available for inspection by any City of Anaheim official when requested. That there shall be no live entertainment, amplified music or dancing permitted on the premises at any time without issuance of proper permits as required by the Anaheim Municipal Code. That the sales of alcoholic beverages for consumption off the premises shall he prohibited. There shall be no admission fee, cover charge, nor minimum purchase required. That 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 alcohol beverages, with the exception of one (1) sign indicating cocktails’. That the activities occurring in conjunction with the operation of these establishments shall not cause noise disturbance to surrounding properties. That the business operator shall comply with Section 24200.5 of the Business and Professions Code so as not to 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. At all times that entertainment or dancing is permitted, security measures -16-PC2008-46 Responsible for No.Conditions of ApprovalMonitoring shall be provided to the satisfaction of the Anaheim Police Department to deter unlawful conduct on the part of employeesor patrons, and promote the safe and orderly assembly and movement of persons and vehicles, and to prevent disturbance to the neighborhood by excessive noise created by patrons entering or leaving the premises. That all doors serving subject restaurants shall conform to the requirements of the Uniform Fire Code and shall be kept closed and unlocked at all times during hours of operation except for ingress/egress, to permit deliveries and in cases of emergency. That the outdoor dining area shall be completely enclosed by fencing or other such permanent structure as approved by the City, at least forty (40) inches in height, into which entry is only possible from the interior of the business. Emergency exits required by the Uniform Fire Code shall be maintained, but not utilized by patrons/employees other than in an emergency. Said information shall be shown on plans submitted for building permits. Any and all security officers provided shall comply with all State and Local ordinances regulating their services, including, without limitation, Chapter 11.5 of Division 3 of the California Business and Profession Code. (Section 4.16.070 Anaheim Municipal Code). That the following conditions shall apply tothe self storage facility:Code 69 Enforcement Thatany on-site maintenance or repair of recreational vehicles, cars, boats, personal watercraft, motorcycles, or trailers, shall be prohibited. That no public sales of propane gas or the public use of dumping stations shall be permitted at this property. Amaximum of one (I) sanitary dump station, for the use of tenants only, shall be permitted. A plan showing the location of said facility shall be submitted to the Planning Department for review and approval. That no commercial tractor trailers or 18-wheel vehicles shall bepermitted. That no storage of inoperable vehicles shall be permitted and that no unlicensed vehicles shall be stored at the site. That any and all security officers provided shall comply with all State and Local Police/Code 70 ordinances regulating their services, including, without limitation, Chapter 11.5 Enforcement of Division 3 of the California Business and Profession Code. (Section 4.16.070 -17-PC2008-46 Responsible for No.Conditions of ApprovalMonitoring Anaheim Municipal Code). The activities occurring in conjunction with the operation of this establishment Police/Code 71 shall not cause noise disturbance to surrounding properties.Enforcement That on-going during project operation, the property shall be permanently Code 72 maintained in an orderly fashion through the provision of regular landscaping Enforcement maintenance, removal of trash or debris, and removal of graffiti within twenty- four (24) hours from the time of discovery. That during construction, an all-weather access road as approved by the Fire Fire 73 Department shall be provided. *Mitigation measures from the previously-approved Mitigation Monitoring Plan No. 119 have been incorporated into this resolutionas conditions of approval. BE IT RESOLVED that the Anaheim 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 herein 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. AND BE IT FURTHER RESOLVED that the property owner/developer is responsible for paying all charges related to the processing of this discretionary case application within 15 days of the issuance of the final invoice, prior to the issuance of building permits or commencement of activity for this project, whichever occurs first. Failure to pay all charges shall result in delays in the issuance of required permits or the revocation of the approval of this application. THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting of April 14, 2008. 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. CHAIRMAN, ANAHEIM PLANNING COMMISSION ATTEST: SENIOR SECRETARY, ANAHEIMPLANNING COMMISSION -18-PC2008-46 STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Eleanor Morris, Senior Secretary of the Anaheim Planning Commission, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Anaheim Planning Commission held on April 14, 2008, by the following vote of the members thereof: AYES:COMMISSIONERS:AGARWAL, BUFFA, EASTMAN, FAESSEL, KARAKI, ROMERO, VELASQUEZ NOES:COMMISSIONERS:NONE ABSENT:COMMISSIONERS:NONE IN WITNESS WHEREOF, I have hereunto set my hand this _________ day of ______________, 2008. SENIOR SECRETARY, ANAHEIM PLANNING COMMISSION -19-PC2008-46 ßÌÌßÝØÓÛÒÌ ÒÑò ì ×ÌÛÓ ÒÑò í ÐÔßÒÒ×ÒÙ ÝÑÓÓ×ÍÍ×ÑÒ ßÙÛÒÜß ÎÛÐÑÎÌ City of Anaheim PLANNING DEPARTMENT ÜßÌÛæßÐÎ×Ô ïìô îððè ÚÎÑÓæ ÐÔßÒÒ×ÒÙ ÍÛÎÊ×ÝÛÍ ÓßÒßÙÛÎ ÍËÞÖÛÝÌæÝÑÒÜ×Ì×ÑÒßÔ ËÍÛ ÐÛÎÓ×Ì ÒÑò îððîóðìêðí É×ÌØ Éß×ÊÛÎ ÑÚ ÝÑÜÛ ÎÛÏË×ÎÛÓÛÒÌÍ øÌÎßÝÕ×ÒÙ ÒÑò ÝËÐîððèóðëíðè÷ ÐËÞÔ×Ý ÝÑÒÊÛÒ×ÛÒÝÛ ÑÎ ÒÛÝÛÍÍ×ÌÇ ÒÑò îððîóððððè øÌÎßÝÕ×ÒÙ ÒÑò ÐÝÒîððèóðððìï÷ ÔÑÝßÌ×ÑÒ : 200 – 328 North Beach Boulevard and 2951 – 2961 West Lincoln Avenue ßÐÐÔ×ÝßÒÌñÐÎÑÐÛÎÌÇ ÑÉÒÛÎ :The applicant and property owner is the Anaheim Redevelopment Agency. ÎÛÏËÛÍÌ : The applicant requests approval to amend a previously-approved conditional use permit to construct a commercial retail center of regional significance and self storage facility to include retail stores, full service restaurants with sale and consumption of alcoholic beverages for on-premises consumption, drive through restaurants, a drive-through pharmacy with the sale of alcoholic beverages for off- premises consumption, an amusement device arcade, and a multi-tenant food court with outdoor dining and the sale and consumption of alcoholic beverages with fewer parking spaces and higher fencing than permitted by Code. ÎÛÝÑÓÓÛÒÜßÌ×ÑÒæ Staff recommends that the Commission adopt the attached resolutions approving a previously-certified Final Environmental Impact Report as the appropriate environmental document and amendments to Conditional Use Permit No. 2002-04603 and Public Convenience or Necessity No. 2002-00008. ÞßÝÕÙÎÑËÒÜæ This 25-acre property is zoned General Commercial (C-G) and Multiple-Family Residential (RM-4 with a resolution of intent to C-G).A majority of the site contains a former landfill which was closed in 1960. The General Plan designates this property for Regional Commercial land uses. Properties to the east are designated for Low and Medium Density Residential land uses; properties to the west are designated for Regional Commercial and Low-Medium Density Residential land uses; properties to the south are designated for General Commercial and Low-Medium Density Residential land uses. Properties to the north are located in the City of Buena 200 S. Anaheim Blvd. Park. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net CONDITIONAL USE PERMIT NO. 2002-04603 April 14, 2008 Page 2of 4 On November 5, 2002 the City Council approved Conditional Use Permit No. 2002-04603 to construct a commercial retail center of regional significance. The project included a home improvement store with an outdoor garden center, a multi-tenant retail building, two drive through fast food restaurants, three full service restaurants with on-premises consumption of alcoholic beverages, an amusement arcade, a food court with outdoor diningand beer and wine sales for on-premises consumption, and a self storage facility with storage containers, recreational vehicles and boats. ÐÎÑÐÑÍßÔæ The applicant requests approval to amend a previously-approved conditional use permit that permitted the construction ofa commercial retail center of regional significanceand self storage facilityby adding a drive through pharmacy with sales of alcoholic beverages for off-premises consumption, anincrease in square footage for the multi-tenant retail building, and one additional drive through restaurant.The development project will include a home improvement storewith an outdoor garden center,a drive through pharmacywith sale of alcoholic beverages for off-premises consumption, agrocery storewith sale of alcoholic beverages for off-premises consumption,up to three full service restaurants with on-premises sale and consumption of alcoholic beverages, an amusement arcade in one of the restaurants, up to three drive through fast food restaurants, two multi-tenant retail buildings, and a food courtwith outdoor diningadjacent to one of the retail buildings.No changes are proposed to the previously-approved self storage facility to the rear (east) of the shopping center. Please refer to the Project Summary chart attached to the staff report for project details (Attachment No. 1). ßÒßÔÇÍ×Íæ The project has been evaluated for compliance with applicable development standards. The following is staff’s analysis and recommendations on the requested projectentitlements. Ý±²¼·¬·±²¿´ Ë» Ð»®³·¬æ The applicant requestsapproval to amend a previously-approved conditional use permit for a regional commercial center to include an additional drive through restaurantfor a total of three fast food restaurants, an increase in square footage for the multi-tenant retail building, and add a drive through pharmacy with the sale of alcoholic beverages for off-premises consumption. A conditional use permit is required for the commercial retail center, drive through restaurants, drive through pharmacy, amusement arcade, restaurants with outdoor dining, and the sale of alcoholic beverages for on and off-premise consumption.The project is compatible with the surrounding land usesand would allow for a high quality commercial development on a former landfill site. The project complies with all requirements of the C-GZone with the exception of minimum number of parking spaces(1,190are provided where 1,675are required) and maximum fencing height(10 feet high is proposed where 8 feet high is permitted). Í¿´» ±º ß´½±¸±´·½ Þ»ª»®¿¹» º±® ÑººóÐ®»³·» Ý±²«³°¬·±²æ A determination of public convenience or necessity to permit the sale of alcoholic beverages for off-premises consumption was approved for the grocery store in 2002 in conjunction with the original entitlements. The proposed amendment would allow an additional drive through pharmacy with the sale of alcoholic beverages for off-premise consumption. State law requires a determination of public convenience or necessity (PCN) for the retail sale of alcoholic beverages for off-premises consumption whenlocated in a police reporting district with a crime rate above the City average or when there is an over concentration in the number of licenses within a Census Tract. The Business and Professions Code provides that the Department of Alcoholic Beverage Control (ABC) shall deny an application for a license if issuance of that license would tend to create a law enforcement problem or if issuance would result in, or add to, an undue concentration of licenses, except when an applicant has demonstrated that public convenience or CONDITIONAL USE PERMIT NO. 2002-04603 April 14, 2008 Page 3of 4 necessity would be served by the issuance of a license.A request for determination of PCNis required from the City because this property is located within Reporting District 1616 which has a crime rate that is 13 percent above the City average. This property is also located withinCensus Tract No. 868.03 which has a population of 7,284. This census tract allows for 5 licenses and there are currently 5 licenses in the tract. Staff recognizes that the alcoholic beverage sales for off-premises consumption will be accessory to the general retail sales of the proposed grocery store and pharmacy. The retail stores with accessory alcoholic beverage sales will provide a convenience to patrons visiting the shopping center for various types of merchandise, dining, and personal services. Staff, therefore, believes that the two requested off sale licenses will not be detrimental to the area provided that restrictions on the sales of alcoholic beverages are included in the approval. Although the number of licenses would exceed the number permitted, and the crime rate is slightly above the City average, staff believes that the conditions of approval included in the draft resolution will minimize impacts related to the proposal. Conditions include restrictions on alcoholic beverage packaging, displays, signage, and on-site consumption. Í¿´» ±º ß´½±¸±´·½ Þ»ª»®¿¹» º±® Ñ²óÐ®»³·» Ý±²«³°¬·±²æ The proposed restaurants with accessory on-sale alcoholic beverage sales would be compatible with the commercial and residential uses in the area.Staff believes that with the conditions of approval relating to security and limitations on the operation, the use would not be detrimental to the area and recommends approval of the application. Ú»²½·²¹æ Fencing plans have not been submitted. The applicant requests approval toconstruct perimeter fencing adjacent to the single family homes to the north and east in excess of Code requirements. Code permits a maximum 8-foot high fencing adjacent to the single family homes and the applicant requests approval to construct 10-foot high fencing so as to create a buffer between commercial uses such as a home improvement warehouse and self storage facility and the single family homes. As required in the original entitlement, the applicant will submit detailed landscaping and fencing plans for review by the Planning Commission as a Reports and Recommendation item after the final site plan is approved by the developer and Redevelopment Agency. Ð¿®µ·²¹æ The applicant requests fewer parking spaces than required by code. Code requires 1,675 spaces and 1,190spaces are proposed. The applicant submitted anaddendum to a previously-approved parking study to justify the parking deficiency. Planning staff and the City’s parking consultant reviewed the addendumand new site plan and determined that there would be an adequate number of spaces for the proposed project. The parking consultant conducted parking counts and concluded that a commercial retail center anchored by a home improvement store would generateaparking demand less than Code requirements.The Project Summary chart attached to the staff report describes the parking requirements and actual parking demand in more detail. Ú·²¿´ °´¿²æ The applicant submitted a conceptual site plan for the proposed shopping center. Detailed landscaping, elevation, floor, and signage plans were not submitted for the project because leases have not been finalized for a majority of the tenants in the retail buildings. As required in the original entitlement of this project, the applicant will submit final detailed plans for review by the Planning Commission as a Reports and Recommendation item after the final site plan is approved by the developer and Redevelopment Agency. CONDITIONAL USE PERMIT NO. 2002-04603 April 14, 2008 Page 4of 4 Û²ª·®±²³»²¬¿´ ×³°¿½¬æ In 1998, the City Council certified the Final Environmental Impact Report for the West Anaheim Commercial Corridors RedevelopmentProject Area. The Council also approved a Statement of Findings and Facts and Mitigation Monitoring PlanNo. 119 in conjunction with the Final EIR. The Final EIR addressed the environmental impacts and mitigation measures associated with those activities that would be undertaken pursuant to and in furtherance of the West Anaheim Commercial Corridors Redevelopment Plan. The Mitigation Monitoring Planensures compliance with the adopted mitigation measures. In 2002, the Council adopted an Addendum and its technical appendices to the Final EIR in conjunction with Conditional Use Permit No. 2002-04603.The Addendum concluded that the proposed shopping center would not result in new significant impacts or substantial increases in the severity of previously identified significant impacts. Therefore, staff recommends that the previously-certified Final EIR, together with the Addendum and Mitigation Monitoring PlanNo. 119,serve as the required environmental documentation for the proposed project actions. ÝÑÒÝÔËÍ×ÑÒæ The proposed project would improve a vacant underutilized parcel with anattractive shopping center compatible with adjacent land uses in the area. It would provide commercial retail uses along major arterial highways and wouldfurther the goals of the General Plan by implementing the Regional Commercial land use designation with the development ofaregionalshopping center.The proposed modifications, including the pharmacy with drive through lanes and the sale of alcoholic beverages for off-premises consumption, and the provision to permit up to three fast food restaurants where two had been approved,would enhance the viability of the Westgate project.Therefore, staff recommends approval of this request. Respectfully submitted,Concurred by, Principal PlannerPlanningServices Manager ß¬¬¿½¸³»²¬æ 1.Project Summary 2.Draft CUP Resolution 3.Draft PCN Resolution 4.Letter ofRequest 5.Reporting Districts Map 6.Census Tract Map 7.Census Tract On-Sale Map 8.Census Tract Off-Sale Map The following attachments were provided to the Planning Commission and are available for public review at the Planning Services Division at City Hall. 9.2006Parking Study 10.2008 Parking Study Addendum 11.Site Plan ßÌÌßÝØÓÛÒÌ ÒÑò ë STRING LIGHTS METAL GRILLSMOOTH PLASTER FINISHFINE SAND FABRIC METAL FINE SAND FINE SAND FINE SAND CLAY TILE CLAY TILE PLASTER FINISHAWNING TRELLIS PLASTERPLASTERPLASTERROOFROOF FINISHFINISHFINISH FINE SAND FINE SAND DARK BRONZEFINE SAND FINE SAND ACCENT LIGHTFINE SAND PLASTER FINISHPLASTER FINISHANODIZED ALUMINUM PLASTER FINISHPLASTER FINISHPLASTER FINISH STOREFRONT TRELLISFABRICDARK BRONZE ACCENTFABRICFABRICFABRICFABRICFINE SAND AWNINGANODIZED LIGHTAWNINGAWNINGAWNINGAWNINGPLASTER ALUMINUM FINISH PRECAST STOREFRONT CULTURED TRIM SMOOTHSTONE PLASTERVENEER 34’ FINISH 23’-6” BLDG. F 2 BLDG. F 2 BLDG. F 1 éíçèô÷ð÷æûèóíî÷ûéè÷ð÷æûèóíî FINE SAND FINE SAND STRING LIGHTS FABRICSMOOTH PLASTER FINISHFINE SAND FABRIC FINE SAND CLAY TILE CLAY TILE PLASTERPLASTER AWNINGPLASTER FINISHAWNING PLASTERROOFROOF FINISHFINISH FINISH FINE SAND FINE SAND DARK BRONZEFINE SAND SMOOTHACCENT LIGHTFINE SAND PLASTER FINISHPLASTER FINISHANODIZED ALUMINUM PLASTER FINISHPLASTERPLASTER FINISH STOREFRONTFINISH ACCENTFABRIC FABRICACCENT SMOOTH PLASTERFABRICEXIT DOOR LIGHTAWNING AWNINGLIGHTSURROUNDAWNING METAL SMOOTH SMOOTHGRILL PLASTER PLASTER FINISH FINISH BLDG. F 1 BLDG. F 1 BLDG. F 2 îíêèô÷ð÷æûèóíîå÷éè÷ð÷æûèóíî CLAY TILE CLAY TILE SMOOTHACCENTSMOOTHACCENT ROOFROOF PLASTERLIGHTPLASTERLIGHT FINISHFINISH FABRICFINE SAND DARK BRONZEFABRICFINE SAND DARK BRONZE AWNINGPLASTERANODIZEDAWNINGPLASTERANODIZED FINISHALUMINUMFINISHALUMINUM STOREFRONTSTOREFRONT FABRICMETALSTONEFABRIC AWNING TRELLISVENEERAWNING BLDG. F 2 BLDG. F 1 îíêèô÷ð÷æûèóíîéíçèô÷ð÷æûèóíî 016324864 ClientProject Anaheim Westgate Shopping Center Exterior Elevations A Project of Zelman Retail Partners, inc. DD03 Secondary Title if Needed 515 South Figueroa Street, Suite 1230 Anaheim,CA Los Angeles, California 90071 213-533-8100 DDA Review Design Development Submital 01.21.1101.216 Long Beach, CA [562]628.8000 www.prarchitects.com 016324864 016324864 ClientProject Anaheim Westgate Shopping Center Partial Site Plan - Plaza A Project of Zelman Retail Partners, inc. DD02 Secondary Title if Needed 515 South Figueroa Street, Suite 1230 Anaheim,CA Los Angeles, California 90071 213-533-8100 DDA Review Design Development Submital 12.16.1001.216 Long Beach, CA [562]628.8000 www.prarchitects.com ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Anaheim, CA Zelman Anaheim, LLC. 515 South Figueroa Street, Suite 1230 Los Angeles, CA 90071 MASTER SIGN PROGRAM Prepared by: PERKOWITZ + RUTH ARCHITECTS 111 West Ocean Blvd., 21st Flr., Long Beach, CA USA 90802 562.628.8000 Date: December 13, 2010 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® TABLE OF CONTENTS Objective and Requirements............................... 3 Project Directory.................................................. 4 Sign Design Criteria............................................. 5-8 General Provisions.............................................. 9 Sign Area Measurement...................................... 10 Vicinity Map............................................. ............ 11 Signage Location- Site Plan................................ 12 Sign Criteria......................................................... 13-15 Free Standing Signs............................................ 16 Monument Signs.................................................. 17 Drive-Thru Signs.................................................. 18 Major Tenant A and B.......................................... 19,20 Single Tenant Pads C, D, E, G, H, J and K......... 21 Multi Tenant F1 and F2........................................ 22 Under Canopy Signs and Wall Signs (Optional).. 23 Shop Tenant Delivery Door ................................. 24 Shops- Store frontage Sign................................. 25 Submittals and Approvals.................................... 26 Sign Contractor Responsibilities.......................... 27 Approved Sign Section Details............................. 28 2 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® OBJECTIVES: The purpose of this sign criteria is to establish standards that assure tenant signage is harmonious, integrates with shopping center architecture, and provides coordinated proportional exposure for all tenants. This sign criteria also describes the responsibili- ties of the tenants with respect to sign review, approval, and installation. All work shall meet or exceed the minimum design intent and fabrication requirements shown in this document. Conformance will be enforced. A diversity of sign types within the parameters of these criteria is encouraged to allow for creative tenant signage. However, any non-conforming or disappoved signs will be brought into conformance at the expense of the tenant. REQUIREMENTS FOR SIGNAGE IMPLEMENTATION: Each Tenant shall provide a minimum of one primary identi¿ cation wall sign in accordance with the approved Master Sign Plan herein provided: Tenant shall be responsible for the following expenses relating to signage for tenant's store: • Plan check, permit processing and application fees. • Fabrication and installation of signage, and ¿ nal electrical connections. • Maintenance and repair, to include; all costs relating to signage removal, including repair of any damage to the building, or any portion of the shopping center. There is a formal process for the creation, review and approval of Tenant signs (see "Submittals and Approvals" section of this document). The tenant shall provide the following information: store name, logo image and colors, intended sign dimensions, materials, colors,¿ nishes and electrical connections. Only those sign types provided for and speci¿ cally approved in writing by the Landlord and the City of Anaheim will be allowed. The Tenants will be required, at their expense, to correct, replace or remove any sign that is installed without City or Landlord's ap- proval and/or that is deemed not to be in conformance with the plans as submitted and with requirements and documents referenced herein. 3 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Project Directory Project Directory Project Directory Project Directory Project Directory Owner/Developer Zelman Anaheim, LLC 515 South Figueroa St. Suite 1230 Los Angeles, CA 90071 Tel. (213) 533-8100 Attn. Jerry McKee Email Add. jmckee@zelman.com City/County Planning Department Anaheim City Planning and Zoning 200 South Anaheim Blvd. #145 Anaheim, CA 92805 Tel. (714) 765-5139 Architect Perkowitz+Ruth Architects 111 Ocean Blvd. 21st Floor Long Beach, CA 90802 Tel. (562) 628-8004 Attn. Rick Overley Email Add. roverley@prarchitects.com 4 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Sign Design Criteria SIGN DESIGN CRITERIA The following are general guidelines to be used in the development of all signage and graphic elements. • Signs shall be designed in a manner that is not only imaginative but also of high graphic quality. In addition, signs should be compatible with and complementary to adjacent facades. • Notwithstanding the maximum square footages speci¿ ed for copy area allowances, signs and typography in all cases shall appear balanced and in scale within the context of the sign space and the building as a whole. Signs shall be centered horizontally and vertically over each Tenant space unless otherwise directed by Owner/Developer and approved by the City of Anaheim. • Signage and environmental graphics should be conceived as an integral part of the design, and not applied as an afterthought. • Primary storefront identi¿ cation shall be limited to Tenant’s trade name and logoh, as approved in the lease, or as otherwise approved in writing. • All signs should ¿ t comfortably into their storefront architecture, leaving suf¿ cient margins and negative space on all sides. Thickness, height, and colors of sign lettering and graphics should be visually balance and in proportion to other signs on the building. Signs shall be centered over tenant’s entry whenever possible. • Location of sign placement shall be designated by Owner/Developer. • All signs shall be presented to the Owner/Developer for approval prior to commencement of fabrication. • All signage should be placed out of reach. • All signage lighting should be bafÀ ed or concealed. Light leaks will not be permitted. 5 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Sign Design Criteria Sign Design Criteria (Cont.) • Exposed signage lamps and ¿ xtures are subject to approval by the owner/Developer and their architect. • Tenant signs that incorporate logos, business identities and /or images denoting the type of business, shall be encouraged. Logo design and color to be approved by Owner/Developer. • Wall signs shall be pegged from wall 1/2” minimum to allow for drainage. • Signs shall be mounted without visible means of attachment, unless attachments make intentional statement. • All logo images and type-styles shall be accurately reproduced. Lettering that approximates type-styles will not be accepted. The Owner/Developer reserves the right to reject any fabrication work deemed to be below standard. Sign Construction and Maintenance • All signs and their installation shall comply with all applicable City building and electrical codes, and bear the UL label. • Tenant’s sign contractor shall completely install and connect sign display and primary wiring at sign location per Landlord’s approval, unless otherwise directed. Signs are to be connected to the J-box provided by the Landlord. • All penetrations of exterior fascia are to be sealed watertight, and ¿ nished to match adjacent material. • All signs shall be kept in good condition, free of corrosion, be legible, adequately repaired, maintained, and painted by the Tenant thereof at all times. All repairs shall be equal in quality and design to the original signs. The standards for maintenance and repair of signs shall be that which will assure the highest visual quality. Prohibited Sign Approaches & Types In addition to as indicated in the City of Anaheim Sign Ordinance, the following types of signs are prohibited: • Internally illuminated boxed or cabinet type signs. Cabinet signs will not be considered unless they are less than 10% of the total sign area, and one part of tenant’s logo only. • Animated signs: signs consisting of anything swinging, rotating, À ashing, blinking, strobing, including any moving electronic message boards or centers, or temporary lighting, such as but not limited to search, À ood, or À uorescent gel lights. 6 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Sign Design Criteria Sign Design Criteria (Cont.) • Signs mounted directly to a raceway. • Cloth, paper, cardboard, foamcore, gatorboard, stickers, or decals. • Temporary signs such as but not limited to banners, streamers and inÀ atable advertising devices or balloons (except for special sale events and grand opening signs as permitted and noted in DDA by the City of Anaheim and the Owner/Developer). • Permanent advertising devices such as attraction boards, banners and À ags, except where speci¿ cally approved by the Owner/ Developer and the City. • Window signs except where speci¿ cally approved by the Owner/ Developer and the City. • Exposed junction boxes, transformers, lamps, tubing, conduit, raceways, exposed neon or neon crossovers of any type. • Permanent advertising devices such as attraction boards, banners and À ags, except where speci¿ cally approved by the Owner/ Developer and the City. • Window signs except where speci¿ cally approved by the Owner/Developer and the City. • Exposed junction boxes, transformers, lamps, tubing, conduit, raceways or neon crossovers of any type. • Sign manufacturer’s names, stamps, or decals visible from the street or normal viewing angles. • Exposed fastening devices, unless integral to the sign’s design intent. • Simulated materials (i.e. wood grained plastic laminates) or wall covering. • Any type of banner with a tenant listing or advertisement. • Roof signs, billboards, parking of advertizing vehicles, pole mounted freestanding signs, and signs painted on fences and non- building walls. • Any sign that is not in conformance with this Program 7 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Sign Design Criteria Sign Design Criteria (Cont.) Acceptable Sign Approaches and Types The following list is a broad suggestion of sign design solutions. All signs designs are subject to the approval of Owner/Developer. • Individual channel letters with light transmitting acrylic faces. • Mixed media signs incorporating multi-dimensional forms and combinations of colors, shapes, materials, and lighting. • Application of materials, ¿ nishes and colors as culled from the immediately adjacent architecture. • Application of innovative technologies. • Dimensional letter forms with seamless edge treatments. • Reverse channel lettering. • Cut or fabricated steel, painted or un¿ nished. • Etched metal or glass, sandblasted glass. • Dimensional shapes and forms of metal, hardwood, glass, or other material with a permanent appearance. • Glazed ceramic tile work forming patterns and/or ¿ elds, subject to height and area restrictions. • Silhouette or halo illumination • Front lighting, i.e. billboard or gooseneck lighting. 8 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® General Provisions GENERAL PROVISIONS: 1. All sign types will require written approval of the Owner/Developer and the City. Sign permits from the City are required prior to installation. Prior to manufacture of any sign in the center, the Tenant shall submit to Owner/Developer for approval, two (2) copies of detailed shop drawings. These drawings shall include the building elevations to which the signs are to be attached, sign materials, dimensions, graphics, location, colors, and method of attachment. Drawings are to be submitted via e-mail in PDF format. 2. All signs shall be reviewed for conformance with this criteria and overall design quality. Approval or disapproval of sign submittals based on aesthetics of design shall remain the right of the Owner/Developer. 3. Each Tenant shall pay all costs for its signs including design, manufacture, installation, maintenance, and City permits. 4. Each Tenant shall be fully responsible for and repair any damage to any surface caused by the signage or its installation. 5. Owner/Developer reserves the right to periodically hire an independent electrical engineer, at Tenant's sole expense, to inspect the installation of all Tenant's signs. Tenants will be required to have any discrepancies and/or code violations corrected at Tenant's expense. Any code violations, requests for sign removals, or discrepancies not corrected within ¿ fteen (15) days of notice, may be cor- rected by the Owner/ Developer at Tenant's expense. 6. Tenant's sign contractor shall carry workman's compensation and public liability insurance against all damage suffered or done by any and all persons and/or property while engaged in the construction and erection of signs in the amount of $1,000,000 per occur- rence. Evidence of this insurance must be provided to Owner/Developer prior to installation naming Zellman Anaheim, LLC, or other party as may be required, as additionally insured. 7. Upon vacancy, Tenant shall remove sign and restore fascia to original condition at Tenant's sole cost and expense within ¿ fteen (15) days of expiration of term or earlier termination of Tenant's lease. 9 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Sign Area Measurement SIGN AREA MEASUREMENT The following exhibits illustrate the methods of determining maximum square footages for the allowable sign area categories that follow in this document. Sign area shall be formulated by calculating the area contained within not more than (8) eight straight lines surrounding the outermost extents of the ¿ nished sign. Details and exceptions are illustrated in the exhibits below. The letter "h" represents the overall height of the sign, often expressed as a "not to exceed" number as described in each category on the following pages. 10 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Vicinity MapVicinity Map Anaheim, CA ìðûù÷óïûõ÷ô÷ê÷ 11 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Signage Location- Site Plan B2 A B2 C C B2 B1 A C B2 25' High Free Standing Sign6'-6" Monument Sign4' Monument Sign 4' Drive-Thru Sign B1B2 A C 12 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Sign Criteria SIGN CRITERIA: Sign criteria is complied with the provisions of City Code except for the following: Wall Sign. 1) a) Major Tenants (Greater Than 80,000 SF Building A and B) i) Signs on Front Building Elevation: One-and-three-quarters (1.75) square feet of sign area per one (1) lineal foot of building frontage. Architectural background, if any, not included in sign area. ii) Signs on Side & Rear Bulding Elevations: No more than three (3) wall signs for each primary building face (no build- ing shall deemed to have more than four (4) primary building faces). Addition ancillary signs allowed. Maximum size of signs is one-and three-quarters (1.75) square feet of sign area (excluding architectural backgrounds) per one (1) lineal foot of building frontage. iii) Maximum 48" high or as agreed with the City. b) Single Tenant Pads (Building C, D, E, G, H, J and K) i) Signs on Front Building Elevation: One (1) square feet of sign area (excluding architectural backgrounds) per one (1) lineal foot of building frontage. ii) Signs on Side and Rear Building Elevations (Optional): Each tenant allowed these signs in addition to front eleva- tions. c) Muliti Tenant Pads (Building F1 and F2) i) Signs on Front Building Elevation: Maximum letter height is 48." Maximum total allowed sign area 50 square feet per tenant. ii) Signs on Building Elevation (Optional): Same as front. d) Height. Wall business signs shall not extend above the highest point of the roof or parapet. Monument Signs. 2) a) Monument Signs. De¿ ned as signs which are completely self-supporting, have their face or base on the ground and have no air spaces, columns or supports visible between the ground and the bottom of the sign. b) Number. One per lot or parcel land having at least 300 feet of continuous street or highway frontage. c) Area. 40 square feet per sign face. Subject to director's review, the director may approve up to 96 square feet per sign face for larger centers or where visibility constraints exist. d) Height. Seven (7 feet measured from the ground. Subject to director's review, the director may approve up to eight (8) feet for commercial developments on lots or parcels of land containing ¿ ve acres or more or where visibility constraints exist. e) Location. Signs shall be set back a minimum of three (3) feet from any street or public right-of-way and shall be placed in a manner that will not impede traf¿ c and sight visibility f) All freestanding signage shall be subject to the Landlord and City review and approval. 13 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Sign Criteria Incidental business signs 3), shall be permitted in commercial and industrial zones, as provided in section (pg. 29), except that: i) Number. One per business. ii) Locations. Wall mounted, below the rooÀ ine. iii) Area. Two (2) feet square maximum. Non-conforming Signs. 4) The provisions of section 18.44.220 notwithstanding, all nonconforming signs shall remain at the site after the adoption of this Community Standards District provide that: i) They are safe and well maintained. ii) The type of business the advertise does not change. iii) If the business does change, the new business is a gas station, food or lodging establishment. iv) Though the copy of existing sign may be changed, structures are not altered and no new signs are added to the existing structures. Signage Design, Materials, Attachment: Creativity and quality are encouraged in the design of tenant wall signs. Sign design will be evaluated on the basis of compatibility with the overall project architectural theme. However, at a minimum tenant wall signs will be internally illuminated individual pan-channel letters (Raceways not permitted). Minimum .040 aluminum with 3/16" plastic face; no cross-over neon or wiring permitted. Sign canisters may be allowed for tenant logos only when any such logo constitutes a registered trademark or is part of the D.B.A. However, "Can Like" signs are typically discouraged. All signs colors, lettering styles, graphics treatments, and mounting attachments will be considered against overall compatibility with the development and architectural theme. Specialty background panels are encouraged and will not be calculated as part of sign area. The ¿ nal design and size of signs will be approved or disapproved at the discretion of the Landlord and must be approved by the City. All decisions will be based on architectural compatibility. 14 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Sign Criteria Miscellaneous Tenant Building Signage: Each tenant shall be permitted to place upon each entrance of its store (inside storefront glass) not more than 144 square inches of gold leaf or decal application lettering not to exceed 2 inches in height, indicating hours of business, emergency telephone numbers, etc. (see page 25) No advertising place cards, banners, pennants, names, insignias, trademarks, or other descriptive material shall be af¿ xed or maintained upon the glass panels and supports of the show windows and doors, or upon the exterior walls of buildings without the writ- ten previous approval of Landlord and the City, and must be in compliance with City Codes. No permitted banners shall be af¿ xed to the front, rear or sides of the buildings unless approved by Landlord and the City. A maximum twenty percent (20%) of interior window area may be used for temporary promotional and sales signage, subject to Landlord and the City review and approval. Receiving doors may have a two inch (see page 26) high block letter sign identifying the Tenant's name. Landlord shall install address above the door in six (6) inch high block letters. Letters shall be Dark Bronze applied directly to the door. No white or other background color allowed. Landlord shall install addresses numbers for each building on the front building wall, 12 inches clear to the parapet or cornice and top-right of the main building wall. Letter style to be Helvetica Regular, height to be six (6") inches, securely mounted to the wall, and approved by the Building and Fire Departments. (see page 25) Signage Construction and Installation: Letter fastening and clips are to be concealed and be galvanized, stainless steel, aluminum, brass or bronze metals. Under Canopy Signs For Under Canopy Sign regulations and construction please refer to page 23. 15 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Freestanding Signs A 3/16" = 1' - 0" FABRICATED METAL SIGN FACE WITH ROUTED GRAPHICS & PUSH THRU ACRYLIC AND INTERNAL ILLUMINATION Note: Minumum Letter Height 5 inches. Sign Panel Area: Minumum Panel Height 23 inches. 3 x 16.6 (Major) + 4 x 8.0 (Minor) = 81.8 S.F. 2 x 81.8 = 163.6 S.F. Total 16 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® 6'-6" Monument Signs B1 3/16" = 1' - 0" FRONT ELEVATIONSIDE ELEVATION Note: Minumum Letter Height 5 inches. Sign Panel Area: Minumum Panel Height 12 inches. 6 x 3.8 = 22.8 S.F. 2 x 22.8 = 45.6 S.F. Total 17 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® 4' Monument Sign B2 3/16" = 1' - 0" FRONT ELEVATIONSIDE ELEVATION Note: Minumum Letter Height 5 inches. Sign Panel Area: Minumum Panel Height 30 inches. 2 x 9 = 18 S.F. Total 18 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Drive -Thru Signs C 3/16" = 1' - 0" DRIVE-THRU FRONT ELEVATIONSIDE ELEVATION Note: Minumum Letter Height 5 inches. Sign Panel Area: Minumum Panel Height 30 inches. 2 x 8.5 = 17 S.F. Total 19 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Major Tenants (Greater than 80,000 S.F.) Buildings A and B PARTIAL WEST ELEVATION BUILDING B BUILDING FRONTAGE: 311' LINEAL FEET MAXIMUM LETTER HT: 96" MAXIMUM TOTAL ALLOWED SIGN AREA: 544 5 S.F. TOTAL PROPOSED SIGN AREA FOR FRONT ELEVATION: 524 S.F. 256(WINCO)+88(FOODS)+180(24 HOUR SAVINGS) = Maximum Allowed Total Sign Area based upon: one-and-three-quarters (1.75) square feet of sign area per one (1) lineal foot of building frontage. PROPOSED SIGN AREA 4'x45' = 180 S.F. PROPOSED SIGN AREA 8'x32' = 256 S.F. PROPOSED SIGN AREA 4'x22' = 88 S.F. 1/16" = 1' - 0" 20 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Major Tenants (Greater than 80,000 S.F.) Buildings A and B PARTIAL SOUTH ELEVATION BUILDING B BUILDING FRONTAGE: 251' LINEAL FEET MAXIMUM LETTER HT: 96" MAXIMUM TOTAL ALLOWED SIGN AREA: 439 5 S.F. TOTAL PROPOSED SIGN AREA FOR RIGHT ELEVATION: 408 S.F. 304(WINCO)+104(FOODS) = Maximum Allowed Total Sign Area based upon: one-and-three-quarters (1.75) square feet of sign area per one (1) lineal foot of building frontage. PROPOSED SIGN AREA 8'x38' = 304 S.F. PROPOSED SIGN AREA 4'x26' = 104 S.F. 1/16" = 1' - 0" 21 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Single Tenant Pads (Greater than 3,000 S.F.) Buildings C, D, E, G, H, J and K GENERAL PARTIAL ELEVATION BUILDING FRONTAGE: MAX (Building E) 167'- MIN (Building G) 61' LINEAL FEET TOTAL ALLOWED SIGN AREA: Building E - 167 S.F.; Building G - 61 S.F. MAXIMUM LETTER HT: 48" 48 S.F. TOTAL PROPOSED SIGN AREA FOR GENERAL ELEVATION = Maximum Allowed Total Sign Area based upon: one (1) square feet of sign area per one (1) lineal foot of building frontage. PROPOSED SIGN AREA 4'x12' = 48 S.F. 1/16" = 1' - 0" 22 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Multi Tenant Pads (Less than 3,000 S.F.) Buildings F1 and F2 F1 EAST ELEVATION MAXIMUM LETTER HT: 48" MAXIMUM TOTAL ALLOWED SIGN AREA: 50 S.F. PER TENANT PROPOSED SIGN AREA 50 S.F. MAX PROPOSED SIGN AREA 50 S.F. MAX 1/16" = 1' - 0" 23 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Under Canopy Signs and Walls Signs (Optional) Non-illuminated TENANTTO PROVIDE PAINTED BLACK METALBRACKET, PER BOTTOM OF CANOPY DEVELOPER’S SPECIFICATION. BACKING SIGN AREA- 12 S.F. MAX. SIGN AREA- 12 S.F. MAX. CABLE OR ROD ¬ ®ïÛÄ ¬ ®ïÛÄ çÎØ×ÊùÛÎÍÌÃéÓÕÎÉ åÛÐÐéÓÕÎÉ 24 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Shop Tenant Delivery Door APPROVED FONT: ô÷ðæ÷èóùû DESCRIPTION: All letters and number's color shall distinctly contrast with their background, either light on dark or dark on light. NOTE: No other signage is allowed on delivery side of building 25 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Shops- Store frontage Sign 6” úãðûîøðíêø 3” úãè÷îûîè APPROVED FONT: ô÷ðæ÷èóùû DESCRIPTION: 6" height tenant suite number in white vinyl above glass door tenant entry information sign to be white vinyl applied to glass with 12" x 24" (2 s.f.) max. area. To be installed by the Landlord. 26 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Submittals and Approvals Prior to submittal to the City for plan check and Tenants sign fabrication, Tenant or his sign contractor shall submit for Landlord approv- al three (3) sets of complete and fully dimensioned and detailed sign drawings. These drawings shall include: • Elevation of storefront showing design, location, size and layout of sign, drawn to scale, indicating materials, colors, and dimensions, attachment devices and construction detail. • Section through letter and/or sign panel showing the dimensioned projection of the face of the letter and/or sign panel and the illumi- nation. Drawings (3 sets) should be mailed to: ZELMAN ANAHEIM, LLC 515 South Figueroa St., Suite 1230 Los Angeles, CA 90071 Phone: (213) 533-8100 Fax: (213) 553-8118 Attn: Jerry McKee All Tenant sign submittals shall be reviewed by Landlord and/or its agent for conformance with the provisions of the City approved Master Sign Program Plan. Within ten (15) business days after receipt of Tenant's drawings Landlord shall either approve the submit- tal, contingent upon any required modi¿ cations, or disapprove Tenant's sign submittal. Approval or disapproval shall remain at the sole right and discretion of Landlord. A full set of ¿ nal plans must be approved in writing by Landlord prior to permit application to the City or sign fabrication. Following Landlord's approval of proposed signage, Tenant or his agent shall submit to the City sign plans signed by the Landlord and applications for all permits for fabrication and installation by sign contractor. Tenant shall be solely responsible for the cost of City plan check fees and permits, and shall furnish Landlord with a copy of said permits prior to installation of Tenant's sign(s). Fabrication and installation of all signs shall be performed in accordance with standards and speci¿ cations outlined in these criteria and in the ¿ nal plans and shop drawings approved by Landlord and the City. Any work deemed unacceptable shall be rejected and shall be promptly corrected or modi¿ ed at Tenant's expense as required by the City, Landlord or its agent. 27 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Sign Contractor Responsibilities The Tenant sign contractor is responsible to do the following: • Provide to the Landlord, prior to commencing sign fabrication and installation, an original certi¿ cate of insurance naming the Landlord as 'Additional Insured'. • Submit to Landlord and City for approval prior to fabrication complete and fully-dimensioned shop drawings. • Obtain approved sign permits (stamped as approved by the City) prior to sign fabrication and deliver copies of same to Landlord. • Repair and/or replace any damage or destruction to any portion of the shopping center (i.e., buildings and site improvements caused by contractor, its employees, or agents during the installation, repair, or removal of tenants sign(s). • Promptly remove any equipment, debris, and unused sign materials after installation, repair, or removal of tenants sign(s). 28 ß²¿¸»·³ É»¬¹¿¬» Í¸±°°·²¹ Ý»²¬»® Approved Sign Section Details 29 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 ûèèûùôï÷îèîí êé éöê êé êé êé êé êé êé êé éöêéöêéöê éöêéöê éöê éöê êé éöê êé éöê êé êé êé êé êé êé éöê éöê éöêéöê éöê éöê êï êï êïêï êï ûìèé öíçêìð÷ä öíçêìð÷äöíçêìð÷ä öíçêìð÷ä øç êï éçùûéûûðïíîèåííøé ùõ ûìèé ê÷èûóð øç êï êï ùõ ûìèé ùõ öíçêìð÷ä úçéóî÷éé øç ø÷æ ùíðð÷õ÷ ê÷éèûçêûîè ó ó ê÷èûóð ûçèí ó èêçùñ ê÷èûóð ìûêèé ùõ ê÷èûóð ó ùõ é÷êæóù÷ é÷êæóù÷ éèûèóíî éèûèóíî ó ùõ ó é÷êæóù÷ é÷êæóù÷ èóð÷ éèûèóíî éèûèóíî éèíê÷ ùõ ê÷éèûçêûîè êï åûè÷êêóøõ÷ ó ûìûêèï÷îèé ù÷îè÷êìíóîè ó øç úçéóî÷ééìûêñ ùõ èóð÷éèíê÷ ê÷èûóð û×ÊÓÛÐìÔÍÈÍ ûÌÊÓÐ ûìî éÇÚÒ×ÙÈìÊÍÌ×ÊÈÃ ø÷æ éÍÇÈÔéÈÛÈ×ùÍÐÐ×Õ×úÍÇÐ×ÆÛÊØ ûèèûùôï÷îèîí û×ÊÓÛÐìÔÍÈÍ ïÛÃ ûìî éÇÚÒ×ÙÈìÊÍÌ×ÊÈÃ ø÷æ éÍÇÈÔéÈÛÈ×ùÍÐÐ×Õ×úÍÇÐ×ÆÛÊØ ßÌÌßÝØÓÛÒÌ ÒÑò î 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 ûèèûùôï÷îèîí úç÷îûìûêñùóèãðóïóèé ùõ ûîûô÷óïùóèãðóïóèé ú÷éèæûðç÷óîî éçóè÷é ùõ æûùûîè ùõ æûùûîè ùõ êï æûùûîè æûùûîè ùõ æûùûîè êï ø÷æ ùõ ùõ æûùûîè æûùûîè æûùûîè ùõ æûùûîè êï æûùûîè ùõ æûùûîè êï êóùôïíîèé ûìûêèï÷îèé êï øç ûìûêèï÷îèé øç ùõ é÷êæóù÷ éèûèóíî ùõ û×ÊÓÛÐìÔÍÈÍ ïÛÃ ûìîÉ éÇÚÒ×ÙÈìÊÍÌ×ÊÈÃ ø÷æ ¦ îÍÊÈÔú×ÛÙÔúÍÇÐ×ÆÛÊØ ûèèûùôï÷îèîí úç÷îûìûêñùóèãðóïóèé ûîûô÷óïùóèãðóïóèé û×ÊÓÛÐìÔÍÈÍ ïÛÃ ûìîÉ éÇÚÒ×ÙÈìÊÍÌ×ÊÈÃ ø÷æ ¦ îÍÊÈÔú×ÛÙÔúÍÇÐ×ÆÛÊØ ßÌÌßÝØÓÛÒÌ ÒÑò î 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 ûèèûùôï÷îèîí û×ÊÓÛÐìÔÍÈÍ ïÛÃ ûìî éÇÚÒ×ÙÈìÊÍÌ×ÊÈÃ ø÷æ ÷ÛÉÈïÓÊÛÐÍÏÛûÆ×ÎÇ× ûèèûùôï÷îèîí û×ÊÓÛÐìÔÍÈÍ ïÛÃ ûìî éÇÚÒ×ÙÈìÊÍÌ×ÊÈÃ ø÷æ ÷ÛÉÈïÓÊÛÐÍÏÛûÆ×ÎÇ× ÅÜÎßÚÌÃ ßÌÌßÝØÓÛÒÌ ÒÑò î RESOLUTION NO. PC2011-*** A RESOLUTION OF THE ANAHEIM CITY PLANNING COMMISSION APPROVING A MITIGATED NEGATIVE DECLARATION AND CONDITIONAL USE PERMIT NO. 2010-05526 (DEV2010-00151) (3330-3370 EAST MIRALOMA AVENUE) WHEREAS, the Anaheim City Planning Commission did receive a verified Petition for Conditional Use Permit No.2010-05526,to permit the conversion of an existing 2- story office building into an approximately 3,000-seat religious assembly facility (church) with ancillary uses and an existing 6-story office building into medical and dental offices, general offices, college lecture hall, 300-seat chapel, employee fitness center, accessory retail, and restaurant uses on a 20.09-acresite for certainreal property situated in the City of Anaheim, County of Orange, State of California, shown on Exhibit “A”, attached hereto and incorporated herein by this reference; WHEREAS, this property is currently developed withtwo vacant buildings, located in theSP94-1(Northeast AreaSpecific Plan)Development Area 2 (Expanded Industrial Area) and the Anaheim General Plan designates this property for Industrial land uses; and WHEREAS, the Planning Commission did hold a public hearing at the Civic Center in the City of Anaheim onFebruary 28, at 5:00p.m., notice of said public hearing having been duly given as required by law and in accordance with the provisions of the Anaheim Municipal Code, Chapter 18.60 “Procedures”, to hear and consider evidence for and against said proposed conditional use permitand to investigate and make findings and recommendations in connection therewith; and WHEREAS, said Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration ofall evidence and reports offered at said hearing, does find and determine the following facts: 1.The proposed conversion of an existing 2-story office building into an religious assembly facility (church) with ancillary uses and conversion of an existing 6-story office building into a college lecture hall, 300-seat chapel, employee fitness center, accessory retail, and restaurant usesis one for which a conditional use permit is authorized under Code Section 18.120.070.050. 2.The proposed project will not adversely affect the adjoining land uses, or the growth and development of the area in which it is proposed to be locatedbecausemitigation measures have been incorporated into the project to ensure that the use will not adversely affect any adjoining land uses or the growth and development of the area; 3.The size and shape of the site proposed for the church and associated uses 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.The traffic generated by the church and associated uses will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the areaas -1-PC2011-*** documented in the Traffic Impact Analysis prepared byKimley-Horn and Associates.The Traffic Impact Analysis has included mitigation measures which have been incorporated as conditions of approval that would reduce impacts related to the increase in traffic to levels that are less then significant. 5.The parking was analyzed in a submitted Traffic Study and it was determined that there would be adequate parking on-site. In addition, the traffic study recommended mitigation measures which included a parking management plan which has been included as conditions of approval that would reduce parking impacts to less than significant levels. 6.The granting of the conditionaluse permit under the conditions imposed will not be detrimental to the health and safety of the citizens of the City of Anaheim and will provide a land use that is compatible with the surrounding area. NOW, THEREFORE, BE IT RESOLVED, the AnaheimCityPlanning Commission has reviewed the proposal and does hereby find that the Mitigated Negative Declaration and the associated Mitigation Measures included as conditions is adequate to serve as the required environmental documentation in connection with this request upon finding that the declaration reflects the independent judgment of the lead agency and that it has considered the Mitigated Negative Declaration together with any comments received during the public review process and further finding on the basis of the initial study and any comments received that there is no substantial evidence that the project will have a significant effect on the environment. BE IT FURTHER RESOLVED that the Anaheim City Planning Commission, for the reasons hereinabove stated does hereby approves Conditional Use Permit No.2010-05526to a church and associated uses on propertylocated at 3330-3370 East Miraloma Avenue. BE IT FURTHER RESOLVED, that this permit is approved without limitations on the duration of the use. Amendments, modifications and revocations of this permit may be processed in accordance with Chapters 18.60.190 (Amendment toPermit Approval) and 18.60.200 (City-Initiated Revocation or Modification of Permits) of the Anaheim Municipal 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 thisapplication constitutes approval of the proposed request only to the extent that itcomplies with the Anaheim Municipal ZoningCode 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. -2-PC2011-*** BE IT FURTHER RESOLVED that the applicant is responsible for paying all charges related to the processing of this discretionary case application within 15 days of the issuance of the final invoice. Failure to pay all charges shall result in the revocation of the approval of thisapplication. THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting ofFebruary 28, 2011. 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. CHAIRMAN, ANAHEIM CITY PLANNING COMMISSION ATTEST: SENIOR SECRETARY, ANAHEIM CITY PLANNING COMMISSION STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Grace Medina,Senior Secretary of the Anaheim City Planning Commission, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Anaheim City Planning Commission held onFebruary 28, 2011,bythe following vote of the members thereof: AYES:COMMISSIONERS: NOES:COMMISSIONERS: ABSENT:COMMISSIONERS: th IN WITNESS WHEREOF, I have hereunto set my hand this28day ofFebruary,2011. SENIOR SECRETARY, ANAHEIM CITY PLANNING COMMISSION -3-PC2011-*** -4-PC2011-*** ÛÈØ×Þ×Ì Þ ÝÑÒÜ×Ì×ÑÒßÔ ËÍÛ ÐÛÎÓ×Ì ÒÑò îðïðóðëëîê øÜÛÊîðïðóððïëï÷ NOTE:Mitigation Measures (“MM”),are incorporated into these conditions of approval and are identified by the mitigation measure number below applicable condition numbers. Í×ÙÒÛÜ ÒÑò ÝÑÒÜ×Ì×ÑÒÍ ÑÚ ßÐÐÎÑÊßÔ ÎÛÊ×ÛÉ ÞÇ ÑÚÚ ÞÇ PRIOR TOISSUANCE OF A BUILDING PERMIT 1The property owner / developer shall submit plans Planning (verification øÓÓ ëòíóï÷that note that the construction contractor shall use ofnote on the plan) paints that exceed the low-VOC limits, known as “super-compliant paints” with a VOC content of less 87 grams per liter or less. 2The project applicant shall not remove trees during Planning (verification øÓÓ ëòìóî÷ bird nesting season, roughly defined as mid-of note on the plan) February to mid-August. If tree removal must take place during the nesting season, the project applicant shall retain a qualified biologist. The qualified biologist shall conduct an intensive nest search in all trees identified for removal and trees adjacent to construction zones, no more than 30 days before construction begins. If occupied nests are found: The construction contractor shall mark/fence a radius of 50 meters around all trees with active nests. No grading activities or other disturbances shall take place inside this 50- meter radius. A qualified biologist shall monitor all active nests until thebreeding season is over or any young occupying the nest have fledged and become independent. 3The project applicant shall provide to the City of Traffic and øÓÓ ëòïêòëóê÷ Anaheim the necessary cost to extend the Transportation impacted left turn pockets and/or signal timing and phasing adjustments to the satisfaction of the Traffic and Transportation Manager at the intersections of KraemerBoulevard and Miraloma Avenue, Miller Street and Miraloma Avenue, and Miller Street and La Palma Avenue. -5-PC2011-*** 4The property owner/developer shall indicate on Resource Efficiency, plans the installation of a separate irrigation meter Planning (for for total landscaped areas exceeding 2,500 square verification of feet.inclusion on building plans) 5All backflow equipment shall be located above Water Engineering ground 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. 6All requests for new water services or fire lines, as Water Engineering well as any modifications, relocations, or abandonments of existing water services and fire lines, shall be coordinated through Water Engineering Division of the Anaheim Public Utilities Department. 7Prior to approval of permits for improvement Public Utilities plans, the property owner/developer shall Electrical coordinate with Electrical Engineering to establish Engineering electrical service requirements and submit electric system plans, electrical panel drawings, site plans, elevation plans, and related technical drawings and specifications. PRIOR TO FIRST CERTIFICATE OF OCCUPANCY 8The project applicant shall participate a fair-share Traffic and øÓÓëòïêòëó cost of restriping the SR-91 westbound off-ramp at Transportation í÷ Tustin Avenue to provide one shared left/through/right lane and two exclusive right-turn lanes. This improvement shall be on a fair-share basis with Kaiser Hospital Phase 1. 9The project applicant shall install signage, Code Enforcement øÓÓ ëòïêòêó including that designating clear path of travel and ê÷ wayfinding signage on the project site. Portable signs shall be constructed and used at the offsite parking lot. 10The project applicant shall submit a Parking Traffic and øÓÓ ëòïêòêó Management Plan to the Planning Department and Transportation ïï÷ the Traffic and Transportation Manager for review and approval. The Parking Management Plan shall include: a.Parking Lot Plan per section 18.116.140 of the Anaheim Municipal Code b.Detailed information on how the parking program will operate and shall include the following mandates: i.Traffic-directing personnel / parking -6-PC2011-*** attendants shall be used to direct inbound drivers to empty parking lots, empty parking segments within a lot, and then to empty parking stalls. A parking attendant shall be positioned at the entrance driveway of the lot to be filled next. Another parking attendant shall be located in the empty parking segment to direct drivers to empty spaces. As the lot fills to capacity, the attendants in the lot shall communicate to the driveway director to start to fill the next section. ii.Traffic-directing personnel shall have: brightly colored vests so that they are highly visible for the attendees and for their safety; walkie-talkies to ensure efficient communication; and must be trained for maximum efficiency and safety. iii.Traffic-directing personnel shall be provided to assist drivers arriving at and leaving the church. iv.Plan for how traffic, parking, and pedestrian complaints will be addressed. v.Procedures for a follow-up monitoring program to determine the effectiveness of the parking management plan. If the Anaheim Police Department is required to provide temporary traffic control services, the property owner / developer shall reimburse the City on a fair share basis for reasonable costs associated with such service. Peak periods shall be monitored in order to make changes to the Parking Management Plan to improve operating conditions if necessary. 11All existing water services and fire lines shall Water Engineering 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. 12The applicant shall assume the responsibility for Water Engineering payment of charges for all services furnished to combined units through single service pipe in accordance with Rule 18 of the Water Rates, Rules and Regulations, or the applicant shall install separate service connections to each unit and -7-PC2011-*** provide separate independent piping systems for each unit. (i.e. the unit’s plumbing cannot be interconnected) 13The property owner/developer shall provide a Planning copy of the recorded parking agreement prior to the issuance of a certificate of occupancy to ensure the use of the 300 spacesfor weekend. ON-GOING DURING PROJECT OPERATION 14During each Sunday church service and all large Traffic and øÓÓëòïêòêó capacity events, Eastside Christian Church Transportation ïð÷administrators shall post a parking attendant at the 300 space parking lot east of Miller Street to direct pedestrians to designated pedestrian crossings. 15The applicant shall implement the provisions of Traffic and øÓÓëòïêòó the approved Parking Management Plan.Transportation ïð÷ PRIOR TO FINAL BUILDING AND ZONING INSPECTIONS 16The project applicant shall provide and implement Traffic and øÓÓëòïêòëóì÷ improvements to mitigate the significant impact Transportation on eastbound Autonetics Way to the satisfaction of the Traffic and Transportation Manager.The applicant shall meet with the Traffic and Transportation Manager to determine these improvements and shall submit any required improvement plans prior to the issuance of the first building permit 17The project applicant shall provide and implement Traffic and øÓÓëòïêòëóë÷the necessary improvements to extend the Tranportation impacted left turn pocketsand/or signal timing and phasing adjustments to the satisfaction of the Traffic and Transportation Manager at the intersections of Kraemer Boulevard and Miraloma Avenue, Miller Street and Miraloma Avenue, and Miller Street and La Palma Avenue.The project applicant shall meet with the Traffic and Transportation Manager to determine these improvements and shall submit any required improvement plans prior to the issuance of the first building permit. 18The developer shall submit street improvement Development øÓÓëòïêòêóè÷plans to improve,includinglandscape and Services irrigation for the public right-of way, north side of Autonetics Way,west side of Miller Street and south side of Miraloma Avenuea 4 foot to 5 foot wide sidewalk to the Public Works Department/Development Services.A bond shall be posted in an amount approved by the City Engineer and a form approved by the City -8-PC2011-*** Attorney prior to issuance of a building permit. A Right of Way Construction Permit shall be obtained from the Public Works Department/Development Servicesfor all work performed in the right-of-way. The improvements shall be constructed prior to final building and zoning inspections. 19The property owner/developer shall submit a letterPlanning from a landscape architect to the City certifying that the landscape installation and irrigation systems have been installed as specified in the approved landscape and irrigation plans . GENERAL 20This church facility shall not include any child day Code Enforcement care or pre-school activities, except during church services. 21No outdoor uses and/or assembly or outdoor Code Enforcement storage shall occur on the property. 22No portable signage shall be utilized to advertise Code Enforcement the church 23Church services shall be permitted weekdays after Code Enforcement 6 p.m. and during any time on weekends. Incidental church office uses are not subject to this restriction. 24Business to be equipped with alarm system (silent Police or audible) 25Provide comprehensive security alarm system for Police the following: Perimeter building and access route protection. High valued storage areas. 26Complete a Burglary/Robbery Alarm Permit Police 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 27Address numbers shall be positioned so as to be Police readily readable from the street. Number should be illuminated during hours of darkness.Rear entrance doors shall be numbered in the same address numbers or suite number of the business. Minimum height of 4” recommended. 28Rooftop address numbers shall be provided for the Police police helicopterat a minimum size of 4ft. in -9-PC2011-*** height and 2ft. in width. 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. 29Each different unit within the building shall have Police its particular address displayed on its front and rear door or directly above the front and rear doors. 301.All exterior doors to have adequate security Police hardware, e.g. deadbolt locks. 2.Wide-angle peepholes or other viewing device should be installed in solid doors where natural surveillance is compromised. 3.The locks shall be so constructed that both the deadbolt and deadlocking latch can be retracted by a single action of the inside doorknob/lever/turn piece. 31Stairwells and elevator lobbies should be of an Police open design whenever structurally possible. Elevator cabs should have convex mirrors installed to allow visibility of the interior of the cab from outside the elevator door. 32No Trespassing 602(k) P.C.shall beposted at the Police entrances of parking lots/structures and located in other appropriate places. Signs must be at least 2’x1’ in overall size, with white background and black 2” lettering. 33All entrances to parking areas shall be posted with Police appropriate signs per 22658(a) C.V.C., to assist in removal of vehicles at the property owners/managers request. 34Classroom doors should be equipped with locks Police that can be locked from the inside, allowing lockdown of those rooms in the event of criminal activity in, or around, the building. 35Placement of physical barriers capable of stopping Police or deflecting a moving vehicle (low concrete wall, concrete planters, steel bollards, etc.) between any outdoor recreation areas and adjacent parking spaces is highly recommended. 36Any Graffiti painted or marked upon the premises Code Enforcement or on any adjacent area under the control of the licensee shall be removed or painted over within 24 hours of being applied. -10-PC2011-*** 37Prior to connection electrical service, the legal Public Utilities property owner shall provide to the City of Electrical Anaheim a Public Utilities easement with Engineering dimensions as shown on the approved utility service plan. 38Prior to connection of electrical service, the legal Public Utilities owner shall submit payment to the City of Electrical Anaheim for service connection fees.Engineering 39The subject property shall be developed Planning 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 marked Exhibit No. 1 (Site Plan) Exhibit No. 2(Parking Diagram), Exhibit No. 3 (Floor Plan), Exhibit No. 4 (Floor Plan), Exhibit No. 5 (Elevation Plan), Exhibit No. 6 (Floor Plan), Exhibit No. 7 (Elevation Plan), Exhibit No. 8 (Aerial), Exhibit No. 9 (Landscape Plan), Exhibit No.10 (Grading Plan), Exhibit No. 11 (Existing Site Plan), Exhibit No. 12 (Site Photos)Exhibit No. 13 (Colored Elevations and as conditioned herein. -11-PC2011-*** ßÌÌßÝØÓÛÒÌ ÒÑò í EASTSIDE CHRISTIAN CHURCH ANAHEIM, CALIFORNIA OPERATIONAL PLAN Rev. Nov. 2010 INTRODUCTION It is the intent of this Operational Plan to summarize the proposed improvements and modifications to the existing buildings and related site at 3330 and 3370 Miraloma Avenue in Anaheim, California. Included within this document is an overview of the operational characteristics and associated hours of operation for each building, as well as a summary of parking and site circulation features. The existing buildings were a part of the Boeing campus of buildings in the East Anaheim area. The 20 acres site is bounded by Miraloma on the north, Miller on the east and Autonetics on the south boundary. The westerly boundary is a shared access drive with an adjacent industrial building. As a fully developed site with two large buildings totaling over 360,000 s.f., the proposal will improve the site to accommodate the Church function while maintaining a mixture of retail, food service, fitness center, commercial and office uses including a college. This blend of uses will be very compatible since the assembly use takes place when the office is inactive (and vice versa). Landscape and open space improvements are proposed to provide outdoor areas for pedestrian activities. A central plaza is at the heart of the plan and will be an amenity for both types of uses. Figure A – Aerial View 1 Figure B – Master Site Plan OPERATIONAL PLAN In an effort to clarify the various activities of Eastside Christian Church and proposed uses of the two buildings at 3330 Miraloma Avenue (Building A, two story, 170,520 s.f.) and 3370 Miraloma Avenue (Building B, six stories, 196,820 s.f.) to accompany the application for a C.U.P. the following outline summarizes the operations of the church and other uses both now and in the future. CURRENT CHURCH OPERATION The current church functions within an existing 90,000 square foot campus located at 2505 Yorba Linda Boulevard in Fullerton, California. The activities include worship with classrooms for various age groups in support of this function and administrative office uses. The seating capacity of the Sanctuary is approximately 800 people. Weekend: Worship services occur at 4:30 and 6:00 PM on Saturday and 8:30, 10:00 and 11:30 AM on Sunday. Sunday School is offered for the adults, youth and children during the worship times. Spanish Service – 2:00 PM on Sunday Young Adults – 7:00 PM on Sunday Midweek Daytime: Church Office 8:00 AM to 5:00 PM, Monday through Friday. Midweek Nighttime: Various ministry groups (not exceeding 3000 people) meet on the grounds from about 7:00 PM until 9:30 PM. 2 CURRENT SCHOOL OPERATION The campus also serves as a Preschool and Kindergarten through Eighth Grade Elementary School facility during the weekdays. Note: These activities are not currently proposed under this Application and will remain in Fullerton, CA. FUTURE OPERATION 3330 MIRALOMA - BUILDING A (CHURCH USE) With the proposed development, the two story Building A will house the Church activities including Assembly for 3000 people, classrooms for various age groups from Nursery through Adult, administrative church offices as well as areas for Fellowship. Weekend: Worship services will occur at 6:00 PM on Saturday and 8:30, 10:00 and 11:30 AM on Sunday. Sunday School will be offered for the adults, youth and children during the worship times. Spanish Service – 2:00 PM on Sunday Young Adults – 7:00 PM on Sunday. (Although the size of group will vary, the maximum would be 3000 people) Midweek Daytime: Church Office 8:00 AM to 5:00 PM, Monday through Friday. (Approximately 100 people on site) Holiday Events which may occur on weekdays. Midweek Nighttime: Various ministry groups will meet from about 7:00 PM until 9:30 PM. (Although the size of group will vary, the maximum would be 3000 people – Wed.) 3370 MIRALOMA - BUILDING B (OTHER USES) Building B is a six story building which will accommodate a number of uses. Some activities will serve the Church while others are completely independent. A chapel seating 300 people meets the need for smaller assemblies such as Bible Study, weddings and funerals. Food service is proposed through an independent café operator who can serve both office and church customers. A bookstore, fitness center and medical offices may also be included on the first floor. An existing helipad will be maintained at the penthouse. Since the building configuration lends itself to office type uses, tenants would include professional and medical/dental office and university educational office. Lecture hall assembly is limited to a portion of the first level. Weekend: Chapel, Café, Fitness Center, Bookstore – Saturday and Sunday to coincide with Church meetings (See above). Midweek Daytime: Professional, Medical/Dental, University Offices, Café, Bookstore, Lecture Hall, Fitness Center. 8:00 AM to 5:00 PM, Monday thru Friday. Midweek Nighttime: Chapel, Café, Fitness Center, Bookstore. 7:00 PM until 9:30 PM. SUMMARY OF PARKING DEMAND AND CONFIGURATION The existing site contains existing parking zones or districts adjacent to each building. These will be enhanced as auto courts linked by clear circulation drives. A large portion of the parking areas will remain configured to accommodate quick and easy ingress and egress (“speed parking configuration”). Refer to the Parking Management Plan included in this document. 3 Given the mixed use nature of the Plan and the variables of Weekend, Midweek Daytime and Midweek Nighttime functions a Parking Demand Matrix has been prepared to demonstrate the provision of adequate parking to meet the demand. Per City Municipal Code, the Midweek Daytime activities require a total of 946 spaces with 963 spaces provided. The Weekend and Evening activities require a total of 1509 spaces. There will be 1263 on-site plus 300 off- site spaces for a total of 1563 available parking spaces. Figure C – Parking Demand Matrix 4 PARKING MANAGMENT PLAN RECIPROCAL PARKING AGREEMENT A formal reciprocal parking agreement between Eastside Christian Church and Panattoni Development will provide an additional 300 spaces for evening, weekend and special event activities, including holidays, funerals and weddings. This will augment the on-site parking for the Church use. A copy of the Agreement is provided. Included in the reciprocal parking agreement is the understanding that the Church will designate 300 on-site standard parking spaces to be available to Boeing employees using the current Fitness Center across Miller Street from the proposed project. These spaces will be available for weekday use only and will be designated by permanent pole signs which will read, “Parking reserved for Boeing employees Monday thru Friday”. Additional temporary ‘A’-frames signs can also be utilized to further clarify restricted parking areas. (see Figure C – Parking Demand Matrix and Figure D – Reciprocal Parking Plan). Figure D – Reciprocal Parking Plan 5 CIRCULATION AND SITE ACCESS The Church currently employs a Parking Management Plan for their Fullerton Campus. The movement of cars on and off of the site is directed by a team of trained volunteers who work all services. Traffic flow for this property will again be controlled by this Parking Management Team. The off-site parking in the adjacent development across Miller Street will also be controlled by the Parking Management Team. In addition to strategic staff placement in the off-site parking lot, the Parking Management Team will restrict access to the non-Church parking areas by placing temporary ‘A”-frame signs (or similar devices) at appropriate points of restricted vehicular access. The signs will read “No Church Parking”. With easy access from multiple points along the property perimeter, ingress and egress will follow circulation patterns for vehicles and pedestrians as illustrated on the attached exhibit – Figure E. Note that a traffic study is currently underway and the parking and circulation plan shown in this exhibit will be amended to reflect the final recommendations of the traffic engineer. Figure E – Circulation Plan 6 CONCLUSION The Operational Plan addresses the mixture of uses and demonstrates their compatibility. Each complements the other without adversely affecting the neighboring properties. The proposed uses have been analyzed and matched with adequate parking and circulation. 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êÍÍÖî÷ÆÓ×ÅÍÖ ÖÊÍÏî÷ êÍÍÖ ðÍÙÛÈÓÍÎÍÖûÆÍÙ×ÈÅ×ÐÐÒÇÉÈÎÍÊÈÔÍÖÈÔ×îå î÷ÆÓ×ÅÖÊÍÏ êÍÍÖ÷ÛÉÈÆÓ×ÅÖÊÍÏ êÍÍÖ ÙÍÊÎ×ÊÍÖ îÍÊÈÔÆÓ×ÅÖÊÍÏ êÍÍÖå×ÉÈ×ÊÎÆÓ×ÅÍÖ ÖÊÍÏ êÍÍÖéÍÇÈÔÆÓ×ÅÖÊÍÏ êÍÍÖ ûÌÌ×ÎØÓÄú éÇÏÏÛÊÃóÎÖÍÊÏÛÈÓÍÎöÊÍÏìÊÓÍÊ÷ÎÆÓÊÍÎÏ×ÎÈÛÐê×ÌÍÊÈÉ ûÌÌ×ÎØÓÄù ôÓÉÈÍÊÓÙÛÐê×É×ÛÊÙÔøÍÙÇÏ×ÎÈÛÈÓÍÎ Eastside CC 3330 East Miraloma Avenue Anaheim, CA 92806 Inquiry Number: 2830651.5 August 04, 2010 EDR Aerial Photo Decade Package 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. èÔÛÎÑÃÍÇÖÍÊÃÍÇÊÚÇÉÓÎ×ÉÉ 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 2010 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. Date EDR Searched Historical Sources: Aerial Photography August 04, 2010 Target Property: 3330 East Miraloma Avenue Anaheim, CA 92806 YearScaleDetailsSource 1938Aerial Photograph. Scale: 1"=555'Flight Year: 1938Laval 1946Aerial Photograph. Scale: 1"=655'Flight Year: 1946Jack Ammann 1952Aerial Photograph. Scale: 1"=555'Flight Year: 1952Pacific Air 1968Aerial Photograph. Scale: 1"=480'Flight Year: 1968Teledyne 1976Aerial Photograph. Scale: 1"=666'Flight Year: 1976Teledyne 1990Aerial Photograph. Scale: 1"=666'Flight Year: 1990USGS 1994Aerial Photograph. Scale: 1"=666'Flight Year: 1994USGS 2002Aerial Photograph. Scale: 1"=666'Flight Year: 2002USGS 2005Aerial Photograph. Scale: 1"=604'Flight Year: 2005EDR 2830651.5 2 INQUIRY #: 2830651.5 YEAR: 1938 = 555' INQUIRY #: 2830651.5 YEAR: 1946 = 655' INQUIRY #: 2830651.5 YEAR: 1952 = 555' INQUIRY #: 2830651.5 YEAR: 1968 = 480' INQUIRY #: 2830651.5 YEAR: 1976 = 666' INQUIRY #: 2830651.5 YEAR: 1990 = 666' INQUIRY #: 2830651.5 YEAR: 1994 = 666' INQUIRY #: 2830651.5 YEAR: 2002 = 666' INQUIRY #: 2830651.5 YEAR: 2005 = 604' Eastside CC 3330 East Miraloma Avenue Anaheim, CA 92806 Inquiry Number: 2830651.4 August 02, 2010 EDR Historical Topographic Map Report Environmental Data Resources, Inc.s (EDR) Historical Topographic Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topographic Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the early 1900s. èÔÛÎÑÃÍÇÖÍÊÃÍÇÊÚÇÉÓÎ×ÉÉ 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 2010 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. Historical Topographic Map TARGET QUADTARGET QUADSITE NAME:Eastside CCCLIENT:Pacific Environmental Company N NAME:ANAHEIM ADDRESS:3330 East Miraloma AvenueCONTACT:Michael Lyssy MAP YEAR:1898Anaheim, CA 92806INQUIRY#:2830651.4 LAT/LONG:33.8603 / -117.8508RESEARCH DATE:08/02/2010 SERIES:15 SCALE:1:62500 Historical Topographic Map TARGET QUADTARGET QUADSITE NAME:Eastside CCCLIENT:Pacific Environmental N Company NAME:SOUTHERN CA SHEET 1 ADDRESS:3330 East Miraloma Avenue MAP YEAR:1901Anaheim, CA 92806CONTACT:Michael Lyssy LAT/LONG:33.8603 / -117.8508INQUIRY#:2830651.4 SERIES:60RESEARCH DATE:08/02/2010 SCALE:1:250000 Historical Topographic Map TARGET QUADTARGET QUADSITE NAME:Eastside CCCLIENT:Pacific Environmental Company N NAME:CORONA ADDRESS:3330 East Miraloma AvenueCONTACT:Michael Lyssy MAP YEAR:1902Anaheim, CA 92806INQUIRY#:2830651.4 LAT/LONG:33.8603 / -117.8508RESEARCH DATE:08/02/2010 SERIES:30 SCALE:1:125000 Historical Topographic Map TARGET QUADTARGET QUADSITE NAME:Eastside CCCLIENT:Pacific Environmental Company N NAME:ORANGE ADDRESS:3330 East Miraloma AvenueCONTACT:Michael Lyssy MAP YEAR:1935Anaheim, CA 92806INQUIRY#:2830651.4 LAT/LONG:33.8603 / -117.8508RESEARCH DATE:08/02/2010 SERIES:7.5 SCALE:1:31680 Historical Topographic Map TARGET QUADTARGET QUADSITE NAME:Eastside CCCLIENT:Pacific Environmental Company N NAME:ORANGE ADDRESS:3330 East Miraloma AvenueCONTACT:Michael Lyssy MAP YEAR:1950Anaheim, CA 92806INQUIRY#:2830651.4 LAT/LONG:33.8603 / -117.8508RESEARCH DATE:08/02/2010 SERIES:7.5 SCALE:1:24000 Historical Topographic Map TARGET QUADTARGET QUADSITE NAME:Eastside CCCLIENT:Pacific Environmental Company N NAME:ORANGE ADDRESS:3330 East Miraloma AvenueCONTACT:Michael Lyssy MAP YEAR:1964Anaheim, CA 92806INQUIRY#:2830651.4 LAT/LONG:33.8603 / -117.8508RESEARCH DATE:08/02/2010 SERIES:7.5 SCALE:1:24000 Historical Topographic Map TARGET QUADTARGET QUADSITE NAME:Eastside CCCLIENT:Pacific Environmental Company N NAME:ORANGE ADDRESS:3330 East Miraloma AvenueCONTACT:Michael Lyssy MAP YEAR:1972Anaheim, CA 92806INQUIRY#:2830651.4 PHOTOREVISED:1964LAT/LONG:33.8603 / -117.8508RESEARCH DATE:08/02/2010 SERIES:7.5 SCALE:1:24000 Historical Topographic Map TARGET QUADTARGET QUADSITE NAME:Eastside CCCLIENT:Pacific Environmental Company N NAME:ORANGE ADDRESS:3330 East Miraloma AvenueCONTACT:Michael Lyssy MAP YEAR:1981Anaheim, CA 92806INQUIRY#:2830651.4 PHOTOREVISED:1964LAT/LONG:33.8603 / -117.8508RESEARCH DATE:08/02/2010 SERIES:7.5 SCALE:1:24000 Eastside CC 3330 East Miraloma Avenue Anaheim, CA 92806 Inquiry Number: 2830651.3 July 30, 2010 Certified Sanborn® Map Report 7/30/10 Site Name:Client Name: Eastside CCPacific Environmental Company 3330 East Miraloma Avenue28202 Cabot Road Anaheim, CA 92806LAGUNA NIGUEL, CA 92677 EDR Inquiry #2830651.3Contact:Michael Lyssy The complete Sanborn Library collection has been searched by EDR, and fire insurance maps covering the target property location provided by Pacific Environmental Company were identified for the years listed below. The certified Sanborn Library search results in this report can be authenticated by visiting www.edrnet.com/sanborn and entering the certification number. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by Sanborn Library LLC, the copyright holder for the collection. ù×ÊÈÓÖÓ×ØéÛÎÚÍÊÎê×ÉÇÐÈÉ Site Name: Eastside CC Address: 3330 East Miraloma Avenue City, State, Zip: Anaheim, CA 92806 Cross Street: P.O. # NA Project: NA Sanborn® Library search results Certification # 6A80-4FCD-A06C Certification # 6A80-4FCD-A06C The Sanborn Library includes more than 1.2 million UNMAPPED PROPERTY Sanborn fire insurance maps, which track historical property usage in approximately 12,000 American This report certifies that the complete holdings of the Sanborn cities and towns. Collections searched: Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps Library of Congress covering the target property were not found. University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866™ Limited Permission To Make Copies Pacific Environmental Company (the client) is permitted to make up to THREE 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. 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 2010 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. 2830651 - 3 page 2 ûÌÌ×ÎØÓÄø êÛØÓÇÉïÛÌê×ÌÍÊÈ Eastside CC ÷ÛÉÈïÓÊÛÐÍÏÛûÆ×ÎÇ× ûÎÛÔ×ÓÏùû óÎËÇÓÊÃîÇÏÚ×Ê É òÇÐÃ åÔ××Ð×ÊÉöÛÊÏÉêÍÛØ ïÓÐÖÍÊØùè èÍÐÐöÊ×× ÅÅÅ×ØÊÎ×ÈÙÍÏ FORM-STD-KEN TABLE OF CONTENTS SECTIONPAGE Executive SummaryES1 Overview Map2 Detail Map3 Map Findings Summary4 Map Findings8 Orphan Summary203 Government Records Searched/Data Currency TrackingGR-1 GEOCHECK ADDENDUM Physical Setting Source AddendumA-1 Physical Setting Source SummaryA-2 Physical Setting SSURGO Soil MapA-6 Physical Setting Source MapA-11 Physical Setting Source Map FindingsA-13 Physical Setting Source Records SearchedA-80 èÔÛÎÑÃÍÇÖÍÊÃÍÇÊÚÇÉÓÎ×ÉÉ ìÐ×ÛÉ×ÙÍÎÈÛÙÈ÷øêÛÈ ÅÓÈÔÛÎÃËÇ×ÉÈÓÍÎÉÍÊÙÍÏÏ×ÎÈÉ Disclaimer - Copyright and Trademark Notice èÔÓÉê×ÌÍÊÈÙÍÎÈÛÓÎÉÙ×ÊÈÛÓÎÓÎÖÍÊÏÛÈÓÍÎÍÚÈÛÓÎ×ØÖÊÍÏÛÆÛÊÓ×ÈÃÍÖÌÇÚÐÓÙÛÎØÍÈÔ×ÊÉÍÇÊÙ×ÉÊ×ÛÉÍÎÛÚÐÃÛÆÛÓÐÛÚÐ×ÈÍ÷ÎÆÓÊÍÎÏ×ÎÈÛÐøÛÈÛ ê×ÉÍÇÊÙ×ÉóÎÙóÈÙÛÎÎÍÈÚ×ÙÍÎÙÐÇØ×ØÖÊÍÏÈÔÓÉê×ÌÍÊÈÈÔÛÈÙÍÆ×ÊÛÕ×ÓÎÖÍÊÏÛÈÓÍÎÖÍÊÈÔ×ÈÛÊÕ×ÈÛÎØÉÇÊÊÍÇÎØÓÎÕÌÊÍÌ×ÊÈÓ×ÉØÍ×ÉÎÍÈ×ÄÓÉÈÖÊÍÏ ÍÈÔ×ÊÉÍÇÊÙ×É 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 ìÇÊÙÔÛÉ×ÊÛÙÙ×ÌÈÉÈÔÓÉê×ÌÍÊÈûéóéûÎÃÛÎÛÐÃÉ×É×ÉÈÓÏÛÈ×ÉÊÛÈÓÎÕÉ LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. ×ÎÆÓÊÍÎÏ×ÎÈÛÐÊÓÉÑÐ×Æ×ÐÉÍÊÊÓÉÑÙÍØ×ÉÌÊÍÆÓØ×ØÓÎÈÔÓÉê×ÌÍÊÈÛÊ×ÌÊÍÆÓØ×ØÖÍÊÓÐÐÇÉÈÊÛÈÓÆ×ÌÇÊÌÍÉ×ÉÍÎÐÃÛÎØÛÊ×ÎÍÈÓÎÈ×ÎØ×ØÈÍÌÊÍÆÓØ×ÎÍÊ ÉÔÍÇÐØÈÔ×ÃÚ×ÓÎÈ×ÊÌÊ×È×ØÛÉÌÊÍÆÓØÓÎÕÛÎÃÖÛÙÈÉÊ×ÕÛÊØÓÎÕÍÊÌÊ×ØÓÙÈÓÍÎÍÊÖÍÊ×ÙÛÉÈÍÖÛÎÃ×ÎÆÓÊÍÎÏ×ÎÈÛÐÊÓÉÑÖÍÊÛÎÃÌÊÍÌ×ÊÈÃíÎÐÃÛìÔÛÉ×ó ÷ÎÆÓÊÍÎÏ×ÎÈÛÐéÓÈ×ûÉÉ×ÉÉÏ×ÎÈÌ×ÊÖÍÊÏ×ØÚÃÛÎ×ÎÆÓÊÍÎÏ×ÎÈÛÐÌÊÍÖ×ÉÉÓÍÎÛÐÙÛÎÌÊÍÆÓØ×ÓÎÖÍÊÏÛÈÓÍÎÊ×ÕÛÊØÓÎÕÈÔ××ÎÆÓÊÍÎÏ×ÎÈÛÐÊÓÉÑÖÍÊÛÎÃ ÌÊÍÌ×ÊÈÃûØØÓÈÓÍÎÛÐÐÃÈÔ×ÓÎÖÍÊÏÛÈÓÍÎÌÊÍÆÓØ×ØÓÎÈÔÓÉê×ÌÍÊÈÓÉÎÍÈÈÍÚ×ÙÍÎÉÈÊÇ×ØÛÉÐ×ÕÛÐÛØÆÓÙ× ùÍÌÃÊÓÕÔÈ ÚÃ÷ÎÆÓÊÍÎÏ×ÎÈÛÐøÛÈÛê×ÉÍÇÊÙ×ÉóÎÙûÐÐÊÓÕÔÈÉÊ×É×ÊÆ×Øê×ÌÊÍØÇÙÈÓÍÎÓÎÛÎÃÏ×ØÓÛÍÊÖÍÊÏÛÈÓÎÅÔÍÐ× ÍÊÓÎÌÛÊÈÍÖÛÎÃÊ×ÌÍÊÈÍÊÏÛÌÍÖ÷ÎÆÓÊÍÎÏ×ÎÈÛÐøÛÈÛê×ÉÍÇÊÙ×ÉóÎÙÍÊÓÈÉÛÖÖÓÐÓÛÈ×ÉÓÉÌÊÍÔÓÚÓÈ×ØÅÓÈÔÍÇÈÌÊÓÍÊÅÊÓÈÈ×ÎÌ×ÊÏÓÉÉÓÍÎ ÷øêÛÎØÓÈÉÐÍÕÍÉÓÎÙÐÇØÓÎÕéÛÎÚÍÊÎÛÎØéÛÎÚÍÊÎïÛÌÛÊ×ÈÊÛØ×ÏÛÊÑÉÍÖ÷ÎÆÓÊÍÎÏ×ÎÈÛÐøÛÈÛê×ÉÍÇÊÙ×ÉóÎÙÍÊÓÈÉÛÖÖÓÐÓÛÈ×ÉûÐÐÍÈÔ×Ê ÈÊÛØ×ÏÛÊÑÉÇÉ×ØÔ×Ê×ÓÎÛÊ×ÈÔ×ÌÊÍÌ×ÊÈÃÍÖÈÔ×ÓÊÊ×ÉÌ×ÙÈÓÆ×ÍÅÎ×ÊÉ èù ÉìÛÕ× EXECUTIVE SUMMARY 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ö×Ø×ÊÛÐêùêûÕ×Î×ÊÛÈÍÊÉÐÓÉÈ êùêûðëõêùêûóÎÖÍÓÉ÷ìûªÉÙÍÏÌÊ×Ô×ÎÉÓÆ×ÓÎÖÍÊÏÛÈÓÍÎÉÃÉÈ×ÏÌÊÍÆÓØÓÎÕÛÙÙ×ÉÉÈÍØÛÈÛÉÇÌÌÍÊÈÓÎÕ ÈÔ×ê×ÉÍÇÊÙ×ùÍÎÉ×ÊÆÛÈÓÍÎÛÎØê×ÙÍÆ×ÊÃûÙÈêùêûÍÖÛÎØÈÔ×ôÛÂÛÊØÍÇÉÛÎØéÍÐÓØåÛÉÈ×ûÏ×ÎØÏ×ÎÈÉôéåû ÍÖèÔ×ØÛÈÛÚÛÉ×ÓÎÙÐÇØ×ÉÉ×Ð×ÙÈÓÆ×ÓÎÖÍÊÏÛÈÓÍÎÍÎÉÓÈ×ÉÅÔÓÙÔÕ×Î×ÊÛÈ×ÈÊÛÎÉÌÍÊÈÉÈÍÊ×ÈÊ×ÛÈÛÎØ ÍÊ ØÓÉÌÍÉ×ÍÖÔÛÂÛÊØÍÇÉÅÛÉÈ×ÛÉØ×ÖÓÎ×ØÚÃÈÔ×ê×ÉÍÇÊÙ×ùÍÎÉ×ÊÆÛÈÓÍÎÛÎØê×ÙÍÆ×ÊÃûÙÈêùêûðÛÊÕ×ËÇÛÎÈÓÈÃ èù É÷ä÷ùçèóæ÷éçïïûêã EXECUTIVE SUMMARY Õ×Î×ÊÛÈÍÊÉðëõÉÕ×Î×ÊÛÈ×ÍÆ×Ê ÑÓÐÍÕÊÛÏÉÑÕÍÖÔÛÂÛÊØÍÇÉÅÛÉÈ×ÍÊÍÆ×ÊÑÕÍÖÛÙÇÈ×ÐÃÔÛÂÛÊØÍÇÉ ÅÛÉÈ×Ì×ÊÏÍÎÈÔ ûÊ×ÆÓ×ÅÍÖÈÔ×êùêûðëõÐÓÉÈÛÉÌÊÍÆÓØ×ØÚÃ÷øêÛÎØØÛÈ×Ø ÔÛÉÊ×Æ×ÛÐ×ØÈÔÛÈÈÔ×Ê×ÛÊ× êùêûðëõÉÓÈ×ÉÅÓÈÔÓÎÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÏÓÐ×ÉÍÖÈÔ×ÈÛÊÕ×ÈÌÊÍÌ×ÊÈÃ Equal/Higher Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ èô÷úí÷óîõùíïìûîã ïóêûðíïû÷î÷ ÏÓú Lower Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ ïöð÷äóîù îøãîûïóùééèåéå ÏÓù êùêûéëõêùêûóÎÖÍÓÉ÷ìûªÉÙÍÏÌÊ×Ô×ÎÉÓÆ×ÓÎÖÍÊÏÛÈÓÍÎÉÃÉÈ×ÏÌÊÍÆÓØÓÎÕÛÙÙ×ÉÉÈÍØÛÈÛÉÇÌÌÍÊÈÓÎÕ ÈÔ×ê×ÉÍÇÊÙ×ùÍÎÉ×ÊÆÛÈÓÍÎÛÎØê×ÙÍÆ×ÊÃûÙÈêùêûÍÖÛÎØÈÔ×ôÛÂÛÊØÍÇÉÛÎØéÍÐÓØåÛÉÈ×ûÏ×ÎØÏ×ÎÈÉôéåû ÍÖèÔ×ØÛÈÛÚÛÉ×ÓÎÙÐÇØ×ÉÉ×Ð×ÙÈÓÆ×ÓÎÖÍÊÏÛÈÓÍÎÍÎÉÓÈ×ÉÅÔÓÙÔÕ×Î×ÊÛÈ×ÈÊÛÎÉÌÍÊÈÉÈÍÊ×ÈÊ×ÛÈÛÎØ ÍÊ ØÓÉÌÍÉ×ÍÖÔÛÂÛÊØÍÇÉÅÛÉÈ×ÛÉØ×ÖÓÎ×ØÚÃÈÔ×ê×ÉÍÇÊÙ×ùÍÎÉ×ÊÆÛÈÓÍÎÛÎØê×ÙÍÆ×ÊÃûÙÈêùêûéÏÛÐÐËÇÛÎÈÓÈÃ Õ×Î×ÊÛÈÍÊÉéëõÉÕ×Î×ÊÛÈ×Ú×ÈÅ××Î ÑÕÛÎØ ÑÕÍÖÔÛÂÛÊØÍÇÉÅÛÉÈ×Ì×ÊÏÍÎÈÔ ûÊ×ÆÓ×ÅÍÖÈÔ×êùêûéëõÐÓÉÈÛÉÌÊÍÆÓØ×ØÚÃ÷øêÛÎØØÛÈ×Ø ÔÛÉÊ×Æ×ÛÐ×ØÈÔÛÈÈÔ×Ê×ÛÊ× êùêûéëõÉÓÈ×ÉÅÓÈÔÓÎÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÏÓÐ×ÉÍÖÈÔ×ÈÛÊÕ×ÈÌÊÍÌ×ÊÈÃ Equal/Higher Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ êïïã÷êéùíêì ÷ïóêûðíïûûæ÷éè÷å ÏÓû ûèêóîù îïóðð÷êî÷ ÏÓ ö÷ø÷äöê÷óõôèóîù îïóðð÷êéèîî÷ ÏÓö Lower Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ ìûùóöóùå÷éèðóèôíóîù ÷ïóêûðíïûåéå ÏÓû ïçðèóöóî÷ðóî÷÷ð÷ùèêíîóäóîù îøãîûïóùééèê÷÷èåéå ÏÓù ìûùóöóùùíûéèìê÷ùóéóíîø÷úçêê øãîûïóùééèå ÏÓù ïóùêíèíð÷êûîù÷ìê÷ùóéóíî øãîûïóùééè÷ùå ÏÓø éèêóìéôíìèô÷ øãîûïóùééèòå ÏÓø éíðóéìê÷ùóéóíî÷îõ îøãîûïóùéå ÏÓø ííé÷êæóù÷é øãîûïóùééèéçóè÷åîå ÏÓø ìêóîèöûùèíêã øãîûïóùééèéè÷õåîå ÏÓø óîøçéèêóûðìûêèéåôé÷óîù îøãîûïóùééèçîóèåîå ÏÓø ûù÷ïûî÷ øãîûïóùéçîóèûåîå ÏÓø ïóùêíèíð÷êûîù÷çîóè÷ îøãîûïóùéçîóè÷åîå ÏÓø éÈÛÈ×ÛÎØÈÊÓÚÛÐ×ËÇÓÆÛÐ×ÎÈîìð ê÷éìíîé÷óØ×ÎÈÓÖÓ×ÉÙÍÎÖÓÊÏ×ØÊ×Ð×ÛÉ×ÉÓÈ×ÉÅÔ×Ê×øèéùÓÉÓÎÆÍÐÆ×ØÓÎÊ×Ï×ØÓÛÈÓÍÎ×ÓÈÔ×ÊÓÎÛÐ×ÛØ ÍÊÍÆ×ÊÉÓÕÔÈÙÛÌÛÙÓÈÃèÔ×É×ÙÍÎÖÓÊÏ×ØÊ×Ð×ÛÉ×ÉÓÈ×ÉÛÊ×Õ×Î×ÊÛÐÐÃÔÓÕÔÌÊÓÍÊÓÈÃÛÎØÔÓÕÔÌÍÈ×ÎÈÓÛÐÊÓÉÑ ûÊ×ÆÓ×ÅÍÖÈÔ×ê÷éìíîé÷ÐÓÉÈÛÉÌÊÍÆÓØ×ØÚÃ÷øêÛÎØØÛÈ×Ø ÔÛÉÊ×Æ×ÛÐ×ØÈÔÛÈÈÔ×Ê×ÛÊ× ê÷éìíîé÷ÉÓÈ×ÉÅÓÈÔÓÎÛÌÌÊÍÄÓÏÛÈ×ÐÃÏÓÐ×ÍÖÈÔ×ÈÛÊÕ×ÈÌÊÍÌ×ÊÈÃ Equal/Higher Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ õ÷î÷êûð÷ð÷ùèêóùûììûêûèçéé÷ê ÷ûéèðûìûðïûûæ÷î÷é÷ ÏÓð õ÷î÷êûð÷ð÷ùèêóùùí ÷ûéèðûìûðïûûæ÷î÷é÷ ÏÓð Lower Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ íêûîõ÷ùíçîèãéè÷÷ðéûðæûõ÷ ÷öêíîè÷êûéèé ÏÓï èù É÷ä÷ùçèóæ÷éçïïûêã EXECUTIVE SUMMARY éÈÛÈ×ÛÎØÈÊÓÚÛÐ×ËÇÓÆÛÐ×ÎÈù÷êùðóé ÷îæóêíéèíêèÔ×ø×ÌÛÊÈÏ×ÎÈÍÖèÍÄÓÙéÇÚÉÈÛÎÙ×ÉùÍÎÈÊÍÐªÉøèéùªÉéÓÈ×ïÓÈÓÕÛÈÓÍÎÛÎØúÊÍÅÎÖÓ×ÐØÉ ê×ÇÉ×ìÊÍÕÊÛÏªÉéïúêìªÉ÷ÎÆÓÊÍéÈÍÊØÛÈÛÚÛÉ×ÓØ×ÎÈÓÖ×ÉÉÓÈ×ÉÈÔÛÈÔÛÆ×ÑÎÍÅÎÙÍÎÈÛÏÓÎÛÈÓÍÎÍÊÉÓÈ×ÉÖÍÊÅÔÓÙÔ ÈÔ×Ê×ÏÛÃÚ×Ê×ÛÉÍÎÉÈÍÓÎÆ×ÉÈÓÕÛÈ×ÖÇÊÈÔ×ÊèÔ×ØÛÈÛÚÛÉ×ÓÎÙÐÇØ×ÉÈÔ×ÖÍÐÐÍÅÓÎÕÉÓÈ×ÈÃÌ×Éö×Ø×ÊÛÐ éÇÌ×ÊÖÇÎØÉÓÈ×ÉîÛÈÓÍÎÛÐìÊÓÍÊÓÈÓ×ÉðÓÉÈîìðéÈÛÈ×ê×ÉÌÍÎÉ×ÓÎÙÐÇØÓÎÕïÓÐÓÈÛÊÃöÛÙÓÐÓÈÓ×ÉÛÎØéÈÛÈ× éÇÌ×ÊÖÇÎØæÍÐÇÎÈÛÊÃùÐ×ÛÎÇÌÛÎØéÙÔÍÍÐÉÓÈ×É÷ÎÆÓÊÍéÈÍÊÌÊÍÆÓØ×ÉÉÓÏÓÐÛÊÓÎÖÍÊÏÛÈÓÍÎÈÍÈÔ×ÓÎÖÍÊÏÛÈÓÍÎ ÈÔÛÈÅÛÉÛÆÛÓÐÛÚÐ×ÓÎùÛÐéÓÈ×ÉÛÎØÌÊÍÆÓØ×ÉÛØØÓÈÓÍÎÛÐÉÓÈ×ÓÎÖÍÊÏÛÈÓÍÎÓÎÙÐÇØÓÎÕÚÇÈÎÍÈÐÓÏÓÈ×ØÈÍ ÓØ×ÎÈÓÖÓÙÛÈÓÍÎÍÖÖÍÊÏ×ÊÐÃÙÍÎÈÛÏÓÎÛÈ×ØÌÊÍÌ×ÊÈÓ×ÉÈÔÛÈÔÛÆ×Ú××ÎÊ×Ð×ÛÉ×ØÖÍÊÊ×ÇÉ×ÌÊÍÌ×ÊÈÓ×ÉÅÔ×Ê× ×ÎÆÓÊÍÎÏ×ÎÈÛÐØ××ØÊ×ÉÈÊÓÙÈÓÍÎÉÔÛÆ×Ú××ÎÊ×ÙÍÊØ×ØÈÍÌÊ×Æ×ÎÈÓÎÛÌÌÊÍÌÊÓÛÈ×ÐÛÎØÇÉ×ÉÛÎØÊÓÉÑ ÙÔÛÊÛÙÈ×ÊÓÂÛÈÓÍÎÓÎÖÍÊÏÛÈÓÍÎÈÔÛÈÓÉÇÉ×ØÈÍÛÉÉ×ÉÉÌÍÈ×ÎÈÓÛÐÓÏÌÛÙÈÉÈÍÌÇÚÐÓÙÔ×ÛÐÈÔÛÎØÈÔ××ÎÆÓÊÍÎÏ×ÎÈÛÈ ÙÍÎÈÛÏÓÎÛÈ×ØÉÓÈ×É ûÊ×ÆÓ×ÅÍÖÈÔ×÷îæóêíéèíêÐÓÉÈÛÉÌÊÍÆÓØ×ØÚÃ÷øêÛÎØØÛÈ×Ø ÔÛÉÊ×Æ×ÛÐ×ØÈÔÛÈÈÔ×Ê×ÛÊ× ÷îæóêíéèíêÉÓÈ×ÉÅÓÈÔÓÎÛÌÌÊÍÄÓÏÛÈ×ÐÃÏÓÐ×ÍÖÈÔ×ÈÛÊÕ×ÈÌÊÍÌ×ÊÈÃ Equal/Higher Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ ééìðûèóîõ îïóðð÷êéèî ÏÓò éÈÛÈÇÉûÙÈÓÆ× ìê÷ùóéóíîûîíøóâóîõìðûèóîõ ïóðð÷êéèî ÏÓñ éÈÛÈÇÉê×Ö×ÊíÈÔ×ÊûÕ×ÎÙÃ ùûðìêíè÷ùôóîùîõêíæ÷éè÷é÷ ÏÓ éÈÛÈÇÉóÎÛÙÈÓÆ× õ÷î÷êûð÷ð÷ùèêóùûììûêûèçéé÷ê ÷ûéèðûìûðïûûæ÷î÷é÷ ÏÓð éÈÛÈÇÉê×Ö×Êêùêû õ÷î÷êûð÷ð÷ùèêóùùí ÷ûéèðûìûðïûûæ÷î÷é÷ ÏÓð éÈÛÈÇÉûÙÈÓÆ× å÷éè÷êî÷äè÷êïóîûèíêé÷êæóù÷é îíêèôò÷öö÷êéíîéè÷î÷ ÏÓ éÈÛÈÇÉîÍöÇÊÈÔ×ÊûÙÈÓÍÎ èô÷éô÷êåóîåóððóûïéùíïìûîã ÷ûéèùíêíîûøíéè÷ ÏÓ éÈÛÈÇÉóÎÛÙÈÓÆ× Lower Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ íêûîõ÷ùíçîèãéè÷÷ðéûðæûõ÷ ÷öêíîè÷êûéèé ÏÓï éÈÛÈÇÉù×ÊÈÓÖÓ×Ø éíçèôå÷éè÷êîïóøøð÷éùôííðê÷øõçïéèê÷÷è ðûòíððûå ÏÓ éÈÛÈÇÉîÍöÇÊÈÔ×ÊûÙÈÓÍÎ éÈÛÈ×ÛÎØÈÊÓÚÛÐÐ×ÛÑÓÎÕÉÈÍÊÛÕ×ÈÛÎÑÐÓÉÈÉ ðçéèèÔ×ð×ÛÑÓÎÕçÎØ×ÊÕÊÍÇÎØéÈÍÊÛÕ×èÛÎÑóÎÙÓØ×ÎÈê×ÌÍÊÈÉÙÍÎÈÛÓÎÛÎÓÎÆ×ÎÈÍÊÃÍÖÊ×ÌÍÊÈ×Ø Ð×ÛÑÓÎÕÇÎØ×ÊÕÊÍÇÎØÉÈÍÊÛÕ×ÈÛÎÑÓÎÙÓØ×ÎÈÉèÔ×ØÛÈÛÙÍÏ×ÖÊÍÏÈÔ×éÈÛÈ×åÛÈ×Êê×ÉÍÇÊÙ×ÉùÍÎÈÊÍÐúÍÛÊØð×ÛÑÓÎÕ çÎØ×ÊÕÊÍÇÎØéÈÍÊÛÕ×èÛÎÑóÎÖÍÊÏÛÈÓÍÎéÃÉÈ×Ï ûÊ×ÆÓ×ÅÍÖÈÔ×ðçéèÐÓÉÈÛÉÌÊÍÆÓØ×ØÚÃ÷øêÛÎØØÛÈ×Ø ÔÛÉÊ×Æ×ÛÐ×ØÈÔÛÈÈÔ×Ê×ÛÊ× ðçéèÉÓÈ×ÉÅÓÈÔÓÎÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÏÓÐ×ÉÍÖÈÔ×ÈÛÊÕ×ÈÌÊÍÌ×ÊÈÃ Equal/Higher Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ éùôåûúìêíì÷êèó÷é ïóêûðíïûûæ÷÷î÷ ÏÓú èù É÷ä÷ùçèóæ÷éçïïûêã EXECUTIVE SUMMARY Equal/Higher Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ éùôåûúìêíì÷êèó÷é ÷ïóêûðíïûûæ÷÷î÷ ÏÓú éÈÛÈÇÉùÍÏÌÐ×È×ØùÛÉ×ùÐÍÉ×Ø êíùñå÷ððóîè÷êîûèóíîûðùíêì ïóêûðíïûûæ÷÷î÷ ÏÓú êíùñå÷ððóîè÷êîûèóíîûðùíêì ÷ïóêûðíïûûæ÷÷î÷ ÏÓú éÈÛÈÇÉùÍÏÌÐ×È×ØùÛÉ×ùÐÍÉ×Ø èôíïìéíîìííðìðçïúóîõ ïóðð÷êîî÷ ÏÓõ éÈÛÈÇÉùÍÏÌÐ×È×ØùÛÉ×ùÐÍÉ×Ø Lower Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ ðûéùíúûèôöóäèçê÷ìðûîè ÷ïóêûðíïûûæ÷åéå ÏÓó éÈÛÈÇÉùÍÏÌÐ×È×ØùÛÉ×ùÐÍÉ×Ø ðûéùíúûèôöóäèçê÷ìðûîè ïóêûðíïûûæ÷åéå ÏÓó éÈÛÈÇÉùÍÏÌÐ×È×ØùÛÉ×ùÐÍÉ×Ø ìôóðóìéóîø ðûéùíøóæ ïóêûðíïûåéå ÏÓó éÈÛÈÇÉùÍÏÌÐ×È×ØùÛÉ×ùÐÍÉ×Ø ðûéùíúûèôåíêñé ÷ïóêûðíïûûæ÷åéå ÏÓó éÈÛÈÇÉùÍÏÌÐ×È×ØùÛÉ×ùÐÍÉ×Ø ðûéùíúûèôåíêñé ïóêûðíïûûæ÷åéå ÏÓó êíãïóðð÷êöê÷óõôèðóî÷éóîù ùíêíîûøíéèê÷÷èéå ÏÓ éÈÛÈÇÉíÌ×ÎéÓÈ×ûÉÉ×ÉÉÏ×ÎÈ éðóùéðóùê×ÕÓÍÎÙÍÏ×ÉÖÊÍÏÈÔ×ùÛÐÓÖÍÊÎÓÛê×ÕÓÍÎÛÐåÛÈ×ÊëÇÛÐÓÈÃùÍÎÈÊÍÐúÍÛÊØ ûÊ×ÆÓ×ÅÍÖÈÔ×éðóùÐÓÉÈÛÉÌÊÍÆÓØ×ØÚÃ÷øêÛÎØØÛÈ×Ø ÔÛÉÊ×Æ×ÛÐ×ØÈÔÛÈÈÔ×Ê×ÛÊ× éðóùÉÓÈ×ÉÅÓÈÔÓÎÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÏÓÐ×ÉÍÖÈÔ×ÈÛÊÕ×ÈÌÊÍÌ×ÊÈÃ Equal/Higher Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ èô÷úí÷óîõùíïìûîã ÷ûéèïóêûðíïûûæ÷î÷î÷ ÏÓú öÛÙÓÐÓÈÃéÈÛÈÇÉíÌ×ÎéÓÈ×ûÉÉ×ÉÉÏ×ÎÈ êíùñå÷ððóîè÷êîûèóíîûð ïóêûðíïûûæ÷îç÷÷î÷ ÏÓ÷ öÛÙÓÐÓÈÃéÈÛÈÇÉíÌ×Î öíêï÷êæíðèóîöíêïûèóíîéùó÷îù ÷ûéèïóêûðíïûûæ÷÷î÷ ÏÓô öÛÙÓÐÓÈÃéÈÛÈÇÉíÌ×ÎéÓÈ×ûÉÉ×ÉÉÏ×ÎÈ æíðèóîöíêïûèóíîé÷êæóù÷éúçóð ÷ïóêûðíïûûæ÷îç÷÷î÷ ÏÓô éÈÛÈ×ÛÎØÈÊÓÚÛÐÊ×ÕÓÉÈ×Ê×ØÉÈÍÊÛÕ×ÈÛÎÑÐÓÉÈÉ çéèèÔ×çÎØ×ÊÕÊÍÇÎØéÈÍÊÛÕ×èÛÎÑØÛÈÛÚÛÉ×ÙÍÎÈÛÓÎÉÊ×ÕÓÉÈ×Ê×ØçéèÉçéèÉÛÊ×Ê×ÕÇÐÛÈ×ØÇÎØ×Ê éÇÚÈÓÈÐ×óÍÖÈÔ×ê×ÉÍÇÊÙ×ùÍÎÉ×ÊÆÛÈÓÍÎÛÎØê×ÙÍÆ×ÊÃûÙÈêùêûèÔ×ØÛÈÛÙÍÏ×ÖÊÍÏÈÔ×éÈÛÈ×åÛÈ×Êê×ÉÍÇÊÙ×É ùÍÎÈÊÍÐúÍÛÊØªÉôÛÂÛÊØÍÇÉéÇÚÉÈÛÎÙ×éÈÍÊÛÕ×ùÍÎÈÛÓÎ×ÊøÛÈÛÚÛÉ× ûÊ×ÆÓ×ÅÍÖÈÔ×çéèÐÓÉÈÛÉÌÊÍÆÓØ×ØÚÃ÷øêÛÎØØÛÈ×Ø ÔÛÉÊ×Æ×ÛÐ×ØÈÔÛÈÈÔ×Ê×ÛÊ× çéè ÉÓÈ×ÉÅÓÈÔÓÎÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÏÓÐ×ÉÍÖÈÔ×ÈÛÊÕ×ÈÌÊÍÌ×ÊÈÃ Equal/Higher Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ éèûè÷åóø÷ìðûéè÷êóîõóîù îïóðð÷êéèîî÷ ÏÓö èù É÷ä÷ùçèóæ÷éçïïûêã EXECUTIVE SUMMARY Lower Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ ðûéùíúûèôåûê÷ èíïñóîéóîø ÷ïóêûðíïûûæ÷åéå ÏÓó ðûéùíúûèôåûê÷ èíïñóîéóîø ÷ïóêûðíïûûæ÷åéå ÏÓó ADDITIONAL ENVIRONMENTAL RECORDS ðÍÙÛÐðÓÉÈÉÍÖôÛÂÛÊØÍÇÉÅÛÉÈ× ùÍÎÈÛÏÓÎÛÈ×ØéÓÈ×É ôóéèùÛÐéÓÈ×ÉöÍÊÏ×ÊÐÃÑÎÍÅÎÛÉûéìóéÈÔÓÉØÛÈÛÚÛÉ×ÙÍÎÈÛÓÎÉÚÍÈÔÑÎÍÅÎÛÎØÌÍÈ×ÎÈÓÛÐÔÛÂÛÊØÍÇÉ ÉÇÚÉÈÛÎÙ×ÉÓÈ×ÉèÔ×ÉÍÇÊÙ×ÓÉÈÔ×ùÛÐÓÖÍÊÎÓÛø×ÌÛÊÈÏ×ÎÈÍÖèÍÄÓÙéÇÚÉÈÛÎÙ×ùÍÎÈÊÍÐîÍÐÍÎÕ×ÊÇÌØÛÈ×ØÚÃÈÔ× ÉÈÛÈ×ÛÕ×ÎÙÃóÈÔÛÉÚ××ÎÊ×ÌÐÛÙ×ØÚÃ÷îæóêíéèíê ûÊ×ÆÓ×ÅÍÖÈÔ×ôóéèùÛÐéÓÈ×ÉÐÓÉÈÛÉÌÊÍÆÓØ×ØÚÃ÷øêÛÎØØÛÈ×Ø ÔÛÉÊ×Æ×ÛÐ×ØÈÔÛÈÈÔ×Ê× ÓÉôóéèùÛÐéÓÈ×ÉÉÓÈ×ÅÓÈÔÓÎÛÌÌÊÍÄÓÏÛÈ×ÐÃÏÓÐ×ÍÖÈÔ×ÈÛÊÕ×ÈÌÊÍÌ×ÊÈÃ Lower Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ íêûîõ÷ùíçîèãéè÷÷ðéûðæûõ÷ ÷öêíîè÷êûéèé ÏÓï ðÍÙÛÐðÓÉÈÉÍÖê×ÕÓÉÈ×Ê×ØéÈÍÊÛÕ×èÛÎÑÉ ùûöóøçéèèÔ×öÛÙÓÐÓÈÃóÎÆ×ÎÈÍÊÃøÛÈÛÚÛÉ×ÙÍÎÈÛÓÎÉÛÙÈÓÆ×ÛÎØÓÎÛÙÈÓÆ×ÇÎØ×ÊÕÊÍÇÎØÉÈÍÊÛÕ×ÈÛÎÑ ÐÍÙÛÈÓÍÎÉèÔ×ÉÍÇÊÙ×ÓÉÈÔ×éÈÛÈ×åÛÈ×Êê×ÉÍÇÊÙ×ùÍÎÈÊÍÐúÍÛÊØ ûÊ×ÆÓ×ÅÍÖÈÔ×ùûöóøçéèÐÓÉÈÛÉÌÊÍÆÓØ×ØÚÃ÷øêÛÎØØÛÈ×Ø ÔÛÉÊ×Æ×ÛÐ×ØÈÔÛÈÈÔ×Ê×ÛÊ× ùûöóøçéèÉÓÈ×ÉÅÓÈÔÓÎÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÏÓÐ×ÉÍÖÈÔ×ÈÛÊÕ×ÈÌÊÍÌ×ÊÈÃ Equal/Higher Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ èô÷úí÷óîõùíïìûîã ïóêûðíïû÷î÷ ÏÓú éèûè÷åóø÷éùûööíðóîõ îïóðð÷êéèîî÷ ÏÓö ö÷ø÷äöê÷óõôèóîù îïóðð÷êéèîî÷ ÏÓö ûððï÷èê÷ùãùðóîõóîù îïóðð÷êéèîî÷ ÏÓõ èôíïìéíîìííðìðçïúóîõ ïóðð÷êîî÷ ÏÓõ Lower Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ ìôóðóìéóîøðûéùíøóæ ÷ïóêûðíïûûæ÷åéå ÏÓó ôóéèçéèôÓÉÈÍÊÓÙÛÐçéèê×ÕÓÉÈ×Ê×ØøÛÈÛÚÛÉ× ûÊ×ÆÓ×ÅÍÖÈÔ×ôóéèçéèÐÓÉÈÛÉÌÊÍÆÓØ×ØÚÃ÷øêÛÎØØÛÈ×Ø ÔÛÉÊ×Æ×ÛÐ×ØÈÔÛÈÈÔ×Ê×ÛÊ× ôóéèçéèÉÓÈ×ÉÅÓÈÔÓÎÛÌÌÊÍÄÓÏÛÈ×ÐÃ ÏÓÐ×ÉÍÖÈÔ×ÈÛÊÕ×ÈÌÊÍÌ×ÊÈÃ Equal/Higher Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ íéûåûïçïöûêï ïóêûðíïûéè÷î÷ ÏÓú ø÷ö÷îé÷÷ð÷ùèêíîóùíì÷êûèóíîé ÷ïóêûðíïûûæ÷÷î÷ ÏÓú ø÷ö÷îé÷÷ð÷ùèêíîóùéíì÷êûèóíîé ÷ïóêûðíïûûæ÷÷î÷ ÏÓú ò÷êêããíçîõªéé÷êæóù÷éèûèóíî ÷ïóêûðíïûûæ÷÷î÷ ÏÓú ö÷ø÷äöê÷óõôèóîù îïóðð÷êéèîî÷ ÏÓö èù É÷ä÷ùçèóæ÷éçïïûêã EXECUTIVE SUMMARY Lower Elevation AddressDirection / DistanceMap IDPage ÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝÝ èíïñóîéóîøçéèêó÷éóîùíêìíêûè÷ ÷ûéèïóêûðíïûûæ÷îåéå ÏÓó ìôóðóìéóîøçéèêó÷éðûéùíøóæóé ÷ïóêûðíïûûæ÷åéå ÏÓó éå÷÷ìéçéèéÈÛÈ×ÅÓØ×÷ÎÆÓÊÍÎÏ×ÎÈÛÐ÷ÆÛÐÇÛÈÓÍÎÛÎØìÐÛÎÎÓÎÕéÃÉÈ×ÏèÔÓÉÇÎØ×ÊÕÊÍÇÎØÉÈÍÊÛÕ×ÈÛÎÑ ÐÓÉÈÓÎÕÅÛÉÇÌØÛÈ×ØÛÎØÏÛÓÎÈÛÓÎ×ØÚÃÛÙÍÏÌÛÎÃÙÍÎÈÛÙÈ×ØÚÃÈÔ×éåêùúÓÎÈÔ××ÛÊÐÃ ªÉèÔ×ÐÓÉÈÓÎÕÓÉÎÍ 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MAP FINDINGS SUMMARY é×ÛÊÙÔ èÛÊÕ×ÈøÓÉÈÛÎÙ×èÍÈÛÐ øÛÈÛÚÛÉ×ìÊÍÌ×ÊÈÃïÓÐ×É þìÐÍÈÈ×Ø STANDARD ENVIRONMENTAL RECORDS ö×Ø×ÊÛÐîìðÉÓÈ×ÐÓÉÈ îìð îê ìÊÍÌÍÉ×Øîìð îê îìððó÷îéèìîêîêîêîêîê ö×Ø×ÊÛÐø×ÐÓÉÈ×ØîìðÉÓÈ×ÐÓÉÈ ø×ÐÓÉÈ×Øîìð îê ö×Ø×ÊÛÐù÷êùðóéÐÓÉÈ ù÷êùðóé îêîê ö÷ø÷êûðöûùóðóèã îê ö×Ø×ÊÛÐù÷êùðóéîöêûìÉÓÈ×ðÓÉÈ ù÷êùîöêûì îêîê ö×Ø×ÊÛÐêùêûùíêêûùèéÖÛÙÓÐÓÈÓ×ÉÐÓÉÈ ùíêêûùèé îê ö×Ø×ÊÛÐêùêûÎÍÎùíêêûùèéèéøÖÛÙÓÐÓÈÓ×ÉÐÓÉÈ êùêûèéøö îêîê ö×Ø×ÊÛÐêùêûÕ×Î×ÊÛÈÍÊÉÐÓÉÈ êùêûðëõä îêîêîê êùêûéëõ îêîêîê êùêûù÷éëõ îêîêîê ö×Ø×ÊÛÐÓÎÉÈÓÈÇÈÓÍÎÛÐÙÍÎÈÊÍÐÉ ×ÎÕÓÎ××ÊÓÎÕÙÍÎÈÊÍÐÉÊ×ÕÓÉÈÊÓ×É çé÷îõùíîèêíðé îêîê çéóîéèùíîèêíð îêîê ö×Ø×ÊÛÐ÷êîéÐÓÉÈ ÷êîéèìîêîêîêîêîê éÈÛÈ×ÛÎØÈÊÓÚÛÐ×ËÇÓÆÛÐ×ÎÈîìð ê÷éìíîé÷ îê éÈÛÈ×ÛÎØÈÊÓÚÛÐ×ËÇÓÆÛÐ×ÎÈù÷êùðóé ÷îæóêíéèíê îê éÈÛÈ×ÛÎØÈÊÓÚÛÐÐÛÎØÖÓÐÐÛÎØ ÍÊ ÉÍÐÓØÅÛÉÈ×ØÓÉÌÍÉÛÐÉÓÈ×ÐÓÉÈÉ éåö ðö îêîê éÈÛÈ×ÛÎØÈÊÓÚÛÐÐ×ÛÑÓÎÕÉÈÍÊÛÕ×ÈÛÎÑÐÓÉÈÉ ðçéè îêîê éðóù îêîê èù ÉìÛÕ× MAP FINDINGS SUMMARY é×ÛÊÙÔ èÛÊÕ×ÈøÓÉÈÛÎÙ×èÍÈÛÐ øÛÈÛÚÛÉ×ìÊÍÌ×ÊÈÃïÓÐ×É þìÐÍÈÈ×Ø óîøóûîðçéè îêîê éÈÛÈ×ÛÎØÈÊÓÚÛÐÊ×ÕÓÉÈ×Ê×ØÉÈÍÊÛÕ×ÈÛÎÑÐÓÉÈÉ çéè îêîêîê ûéè îêîêîê óîøóûîçéè îêîêîê ö÷ïûçéè îêîêîê éÈÛÈ×ÛÎØÈÊÓÚÛÐÆÍÐÇÎÈÛÊÃÙÐ×ÛÎÇÌÉÓÈ×É óîøóûîæùì îêîê æùì îêîê ADDITIONAL ENVIRONMENTAL RECORDS ðÍÙÛÐúÊÍÅÎÖÓ×ÐØÐÓÉÈÉ çéúêíåîöó÷ðøé îêîê ðÍÙÛÐðÓÉÈÉÍÖðÛÎØÖÓÐÐ éÍÐÓØ åÛÉÈ×øÓÉÌÍÉÛÐéÓÈ×É ø÷úêóéê÷õóíî îêîê íøó îêîê åïçøé éåûè îêîê éåêùã îêîê ôûçð÷êéèìîêîêîêîêîê óîøóûîíøó îêîê ðÍÙÛÐðÓÉÈÉÍÖôÛÂÛÊØÍÇÉÅÛÉÈ× ùÍÎÈÛÏÓÎÛÈ×ØéÓÈ×É çéùøðèìîêîêîêîêîê ôóéèùÛÐéÓÈ×É îê éùô îêîêîê èÍÄÓÙìÓÈÉ îê ùøðèìîêîêîêîêîê çéôóéèùøðèìîêîêîêîêîê ðÍÙÛÐðÓÉÈÉÍÖê×ÕÓÉÈ×Ê×ØéÈÍÊÛÕ×èÛÎÑÉ ùûöóøçéè îêîêîê ôóéèçéè îêîêîê éå÷÷ìéçéè îêîêîê ðÍÙÛÐðÛÎØê×ÙÍÊØÉ ðó÷îé èìîêîêîêîêîê ðçùóé îêîê ðó÷îéèìîêîêîêîêîê ø÷÷ø îêîê ê×ÙÍÊØÉÍÖ÷Ï×ÊÕ×ÎÙÃê×Ð×ÛÉ×ê×ÌÍÊÈÉ ôïóêéèìîêîêîêîêîê ùôïóêéèìîêîêîêîêîê ðøéèìîêîêîêîêîê èù ÉìÛÕ× MAP FINDINGS SUMMARY é×ÛÊÙÔ èÛÊÕ×ÈøÓÉÈÛÎÙ×èÍÈÛÐ øÛÈÛÚÛÉ×ìÊÍÌ×ÊÈÃïÓÐ×É þìÐÍÈÈ×Ø ïùéèìîêîêîêîêîê íÊÛÎÕ×ùÍóÎØÇÉÈÊÓÛÐéÓÈ×èìîêîêîêîêîê íÈÔ×ÊûÉÙ×ÊÈÛÓÎÛÚÐ×ê×ÙÍÊØÉ êùêûîÍÎõ×Î îêîêîê øíèíìéèìîêîêîêîêîê øíø îê öçøé îê ùíîé÷îè îê êíø îê çïèêû îêîê ïóî÷é îêîêîê èêóéèìîêîêîêîêîê èéùûèìîêîêîêîêîê öèèéèìîêîêîêîêîê ôóéèöèèéèìîêîêîêîêîê ééèéèìîêîêîêîêîê óùóéèìîêîêîêîêîê ìûøéèìîêîêîêîêîê ïðèéèìîêîêîêîêîê êûøóîöíèìîêîêîêîêîê öóîøéäèìîêîêîêîêîê êûûèéèìîêîêîêîêîê ùûúíîø÷äììðûî îê ùûåøéèìîêîêîêîêîê îìø÷éèìîêîêîêîêîê ùÍÊÈ×É× îêîê ôóéèùíêè÷é÷ îêîê îÍÈÓÖÃ îê øêãùð÷ûî÷êé îêîêîê åóì îêîêîê ôûâî÷èäèìîêîêîêîêîê ÷ïóèìîêîêîêîêîê óîøóûîê÷é÷êæ îê éùêøøêãùð÷ûî÷êé îêîê öóîûîùóûðûééçêûîù÷èìîêîêîêîêîê ôåì îê ôåè îêîêîê ùíûðûéô÷ìû îêîê ìùúèêûîéöíêï÷êèìîêîêîêîêîê ùíûðûéôøí÷èìîêîêîêîêîê ïåïì îêîêîê ìêíù îêîê EDR PROPRIETARY RECORDS ÷øêìÊÍÌÊÓ×ÈÛÊÃê×ÙÍÊØÉ ïÛÎÇÖÛÙÈÇÊ×ØõÛÉìÐÛÎÈÉ îê ÷øêôÓÉÈÍÊÓÙÛÐûÇÈÍéÈÛÈÓÍÎÉ îêîêîê ÷øêôÓÉÈÍÊÓÙÛÐùÐ×ÛÎ×ÊÉ îêîêîê èù ÉìÛÕ× MAP FINDINGS SUMMARY é×ÛÊÙÔ èÛÊÕ×ÈøÓÉÈÛÎÙ×èÍÈÛÐ øÛÈÛÚÛÉ×ìÊÍÌ×ÊÈÃïÓÐ×É þìÐÍÈÈ×Ø îíè÷é èìÿèÛÊÕ×ÈìÊÍÌ×ÊÈÃ îêÿîÍÈê×ËÇ×ÉÈ×ØÛÈÈÔÓÉé×ÛÊÙÔøÓÉÈÛÎÙ× éÓÈ×ÉÏÛÃÚ×ÐÓÉÈ×ØÓÎÏÍÊ×ÈÔÛÎÍÎ×ØÛÈÛÚÛÉ× èù ÉìÛÕ× ïÛÌóøïûìöóîøóîõé øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ×÷øêóøîÇÏÚ×Ê ÷Ð×ÆÛÈÓÍÎéÓÈ×øÛÈÛÚÛÉ×É÷ìûóøîÇÏÚ×Ê 1DRS INC.RCRA-LQG1004678221 Target3330 MIRALOMA AVEFINDSCAR000106385 PropertyANAHEIM, CA 92806HAZNET êùêûðëõ øÛÈ×ÖÍÊÏÊ×Ù×ÓÆ×ØÚÃÛÕ×ÎÙÃ öÛÙÓÐÓÈÃÎÛÏ×øêéóîù Actual: öÛÙÓÐÓÈÃÛØØÊ×ÉÉ ïóêûðíïûûæ÷ 228 ft. ûîûô÷óïùû ÷ìûóøùûê ùÍÎÈÛÙÈúûêúûêûûêíéé ùÍÎÈÛÙÈÛØØÊ×ÉÉîÍÈÊ×ÌÍÊÈ×Ø îÍÈÊ×ÌÍÊÈ×Ø ùÍÎÈÛÙÈÙÍÇÎÈÊÃîÍÈÊ×ÌÍÊÈ×Ø ùÍÎÈÛÙÈÈ×Ð×ÌÔÍÎ× ùÍÎÈÛÙÈ×ÏÛÓÐúûêúûêûûêíéé üúí÷óîõùíï ÷ìûê×ÕÓÍÎ ùÐÛÉÉÓÖÓÙÛÈÓÍÎðÛÊÕ×ëÇÛÎÈÓÈÃõ×Î×ÊÛÈÍÊ ø×ÉÙÊÓÌÈÓÍÎôÛÎØÐ×ÊÕ×Î×ÊÛÈ×É ÑÕÍÊÏÍÊ×ÍÖÔÛÂÛÊØÍÇÉÅÛÉÈ×ØÇÊÓÎÕÛÎÃ ÙÛÐ×ÎØÛÊÏÍÎÈÔÍÊÕ×Î×ÊÛÈ×ÉÏÍÊ×ÈÔÛÎÑÕÍÖÛÙÇÈ×ÐÃÔÛÂÛÊØÍÇÉÅÛÉÈ× ØÇÊÓÎÕÛÎÃÙÛÐ×ÎØÛÊÏÍÎÈÔÍÊÕ×Î×ÊÛÈ×ÉÏÍÊ×ÈÔÛÎ ÑÕÍÖÛÎÃ Ê×ÉÓØÇ×ÍÊÙÍÎÈÛÏÓÎÛÈ×ØÉÍÓÐÅÛÉÈ×ÍÊÍÈÔ×ÊØ×ÚÊÓÉÊ×ÉÇÐÈÓÎÕÖÊÍÏÈÔ× ÙÐ×ÛÎÇÌÍÖÛÉÌÓÐÐÓÎÈÍÍÊÍÎÛÎÃÐÛÎØÍÊÅÛÈ×ÊÍÖÛÙÇÈ×ÐÃÔÛÂÛÊØÍÇÉ ÅÛÉÈ×ØÇÊÓÎÕÛÎÃÙÛÐ×ÎØÛÊÏÍÎÈÔÍÊÕ×Î×ÊÛÈ×ÉÑÕÍÊÐ×ÉÉÍÖÛÙÇÈ×ÐÃ ÔÛÂÛÊØÍÇÉÅÛÉÈ×ØÇÊÓÎÕÛÎÃÙÛÐ×ÎØÛÊÏÍÎÈÔÛÎØÛÙÙÇÏÇÐÛÈ×ÉÏÍÊ×ÈÔÛÎ ÑÕÍÖÛÙÇÈ×ÐÃÔÛÂÛÊØÍÇÉÅÛÉÈ×ÛÈÛÎÃÈÓÏ×ÍÊÕ×Î×ÊÛÈ×É ÑÕÍÊÐ×ÉÉ ÍÖÛÎÃÊ×ÉÓØÇ×ÍÊÙÍÎÈÛÏÓÎÛÈ×ØÉÍÓÐÅÛÉÈ×ÍÊÍÈÔ×ÊØ×ÚÊÓÉÊ×ÉÇÐÈÓÎÕ ÖÊÍÏÈÔ×ÙÐ×ÛÎÇÌÍÖÛÉÌÓÐÐÓÎÈÍÍÊÍÎÛÎÃÐÛÎØÍÊÅÛÈ×ÊÍÖÛÙÇÈ×ÐÃ ÔÛÂÛÊØÍÇÉÅÛÉÈ×ØÇÊÓÎÕÛÎÃÙÛÐ×ÎØÛÊÏÍÎÈÔÛÎØÛÙÙÇÏÇÐÛÈ×ÉÏÍÊ×ÈÔÛÎ ÑÕÍÖÈÔÛÈÏÛÈ×ÊÓÛÐÛÈÛÎÃÈÓÏ× íÅÎ×Ê íÌ×ÊÛÈÍÊéÇÏÏÛÊÃ íÅÎ×Ê ÍÌ×ÊÛÈÍÊÎÛÏ×ùíêìíêûèóíî íÅÎ×Ê ÍÌ×ÊÛÈÍÊÛØØÊ×ÉÉéãðæûîåûã ìûêéóììûîãîò íÅÎ×Ê ÍÌ×ÊÛÈÍÊÙÍÇÎÈÊÃçé íÅÎ×Ê ÍÌ×ÊÛÈÍÊÈ×Ð×ÌÔÍÎ×îÍÈÊ×ÌÍÊÈ×Ø ð×ÕÛÐÉÈÛÈÇÉìÊÓÆÛÈ× íÅÎ×Ê íÌ×ÊÛÈÍÊèÃÌ×íÅÎ×Ê íÅÎ×Ê íÌÉÈÛÊÈØÛÈ× íÅÎ×Ê íÌ×ÎØØÛÈ×îÍÈÊ×ÌÍÊÈ×Ø íÅÎ×Ê ÍÌ×ÊÛÈÍÊÎÛÏ×úí÷óîõùíïìûîã íÅÎ×Ê ÍÌ×ÊÛÈÍÊÛØØÊ×ÉÉ ïóêûðíïûûæ÷ ûîûô÷óïùû íÅÎ×Ê ÍÌ×ÊÛÈÍÊÙÍÇÎÈÊÃîÍÈÊ×ÌÍÊÈ×Ø íÅÎ×Ê ÍÌ×ÊÛÈÍÊÈ×Ð×ÌÔÍÎ× ð×ÕÛÐÉÈÛÈÇÉìÊÓÆÛÈ× íÅÎ×Ê íÌ×ÊÛÈÍÊèÃÌ×íÅÎ×Ê íÅÎ×Ê íÌÉÈÛÊÈØÛÈ×îÍÈÊ×ÌÍÊÈ×Ø íÅÎ×Ê íÌ×ÎØØÛÈ×îÍÈÊ×ÌÍÊÈ×Ø íÅÎ×Ê ÍÌ×ÊÛÈÍÊÎÛÏ×úæóæóûîí íÅÎ×Ê ÍÌ×ÊÛÈÍÊÛØØÊ×ÉÉîÍÈÊ×ÌÍÊÈ×Ø îÍÈÊ×ÌÍÊÈ×Ø íÅÎ×Ê ÍÌ×ÊÛÈÍÊÙÍÇÎÈÊÃçé íÅÎ×Ê ÍÌ×ÊÛÈÍÊÈ×Ð×ÌÔÍÎ×îÍÈÊ×ÌÍÊÈ×Ø ð×ÕÛÐÉÈÛÈÇÉìÊÓÆÛÈ× íÅÎ×Ê íÌ×ÊÛÈÍÊèÃÌ×íÌ×ÊÛÈÍÊ èù ÉìÛÕ× ïÛÌóøïûìöóîøóîõé øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ×÷øêóøîÇÏÚ×Ê ÷Ð×ÆÛÈÓÍÎéÓÈ×øÛÈÛÚÛÉ×É÷ìûóøîÇÏÚ×Ê DRS INC. 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(Continued)1004678221 èÍÎÉ öÛÙÓÐÓÈÃùÍÇÎÈÃîÍÈÊ×ÌÍÊÈ×Ø ùÐÓÙÑÈÔÓÉÔÃÌ×ÊÐÓÎÑÅÔÓÐ×ÆÓ×ÅÓÎÕÍÎÃÍÇÊÙÍÏÌÇÈ×ÊÈÍÛÙÙ×ÉÉ ÛØØÓÈÓÍÎÛÐùûÝôûâî÷èÊ×ÙÍÊØÉÓÎÈÔ×÷øêéÓÈ×ê×ÌÍÊÈ A2R M MYERS CORPRCRA-SQG1001967432 West3305 E MIRALOMA AVE STE 170FINDSCAR000068973 < 1/8ANAHEIM, CA 92806 0.033 mi. 173 ft.Site 1 of 2 in cluster A êùêûéëõ Relative: øÛÈ×ÖÍÊÏÊ×Ù×ÓÆ×ØÚÃÛÕ×ÎÙÃ Equal öÛÙÓÐÓÈÃÎÛÏ×êïïã÷êéùíêì Actual: öÛÙÓÐÓÈÃÛØØÊ×ÉÉ ÷ïóêûðíïûûæ÷éè÷ 228 ft. ûîûô÷óïùû ÷ìûóøùûê ùÍÎÈÛÙÈêíîûðøïã÷êé ùÍÎÈÛÙÈÛØØÊ×ÉÉ ÷ïóêûðíïûûæ÷éè÷ ûîûô÷óïùû ùÍÎÈÛÙÈÙÍÇÎÈÊÃçé ùÍÎÈÛÙÈÈ×Ð×ÌÔÍÎ× ùÍÎÈÛÙÈ×ÏÛÓÐîÍÈÊ×ÌÍÊÈ×Ø ÷ìûê×ÕÓÍÎ ùÐÛÉÉÓÖÓÙÛÈÓÍÎéÏÛÐÐéÏÛÐÐëÇÛÎÈÓÈÃõ×Î×ÊÛÈÍÊ ø×ÉÙÊÓÌÈÓÍÎôÛÎØÐ×ÊÕ×Î×ÊÛÈ×ÉÏÍÊ×ÈÔÛÎ ÛÎØÐ×ÉÉÈÔÛÎ ÑÕÍÖÔÛÂÛÊØÍÇÉ ÅÛÉÈ×ØÇÊÓÎÕÛÎÃÙÛÐ×ÎØÛÊÏÍÎÈÔÛÎØÛÙÙÇÏÇÐÛÈ×ÉÐ×ÉÉÈÔÛÎ ÑÕÍÖ ÔÛÂÛÊØÍÇÉÅÛÉÈ×ÛÈÛÎÃÈÓÏ×ÍÊÕ×Î×ÊÛÈ×É ÑÕÍÊÐ×ÉÉÍÖÔÛÂÛÊØÍÇÉ ÅÛÉÈ×ØÇÊÓÎÕÛÎÃÙÛÐ×ÎØÛÊÏÍÎÈÔÛÎØÛÙÙÇÏÇÐÛÈ×ÉÏÍÊ×ÈÔÛÎ ÑÕÍÖ ÔÛÂÛÊØÍÇÉÅÛÉÈ×ÛÈÛÎÃÈÓÏ× íÅÎ×Ê íÌ×ÊÛÈÍÊéÇÏÏÛÊÃ íÅÎ×Ê ÍÌ×ÊÛÈÍÊÎÛÏ×ðóîøûûîøêíîûðøïã÷êé íÅÎ×Ê ÍÌ×ÊÛÈÍÊÛØØÊ×ÉÉ ÷ïóêûðíïûûæ÷éè÷ ûîûô÷óïùû íÅÎ×Ê ÍÌ×ÊÛÈÍÊÙÍÇÎÈÊÃîÍÈÊ×ÌÍÊÈ×Ø íÅÎ×Ê ÍÌ×ÊÛÈÍÊÈ×Ð×ÌÔÍÎ× ð×ÕÛÐÉÈÛÈÇÉìÊÓÆÛÈ× íÅÎ×Ê íÌ×ÊÛÈÍÊèÃÌ×íÅÎ×Ê íÅÎ×Ê íÌÉÈÛÊÈØÛÈ×îÍÈÊ×ÌÍÊÈ×Ø íÅÎ×Ê íÌ×ÎØØÛÈ×îÍÈÊ×ÌÍÊÈ×Ø ôÛÎØÐ×ÊûÙÈÓÆÓÈÓ×ÉéÇÏÏÛÊÃ çéÓÏÌÍÊÈ×ÊÍÖÔÛÂÛÊØÍÇÉÅÛÉÈ×îÍ ïÓÄ×ØÅÛÉÈ×ÔÛÂÛÎØÊÛØÓÍÛÙÈÓÆ×çÎÑÎÍÅÎ ê×ÙÃÙÐ×ÊÍÖÔÛÂÛÊØÍÇÉÅÛÉÈ×îÍ èÊÛÎÉÌÍÊÈ×ÊÍÖÔÛÂÛÊØÍÇÉÅÛÉÈ×ã×É èÊ×ÛÈ×ÊÉÈÍÊ×ÊÍÊØÓÉÌÍÉ×ÊÍÖôåîÍ çÎØ×ÊÕÊÍÇÎØÓÎÒ×ÙÈÓÍÎÛÙÈÓÆÓÈÃîÍ íÎÉÓÈ×ÚÇÊÎ×Ê×Ä×ÏÌÈÓÍÎîÍ öÇÊÎÛÙ××Ä×ÏÌÈÓÍÎîÍ çÉ×ØÍÓÐÖÇ×ÐÚÇÊÎ×ÊîÍ çÉ×ØÍÓÐÌÊÍÙ×ÉÉÍÊîÍ çÉ×ÊÍÓÐÊ×ÖÓÎ×ÊîÍ çÉ×ØÍÓÐÖÇ×ÐÏÛÊÑ×È×ÊÈÍÚÇÊÎ×ÊîÍ çÉ×ØÍÓÐéÌ×ÙÓÖÓÙÛÈÓÍÎÏÛÊÑ×È×ÊîÍ èù ÉìÛÕ× ïÛÌóøïûìöóîøóîõé øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ×÷øêóøîÇÏÚ×Ê ÷Ð×ÆÛÈÓÍÎéÓÈ×øÛÈÛÚÛÉ×É÷ìûóøîÇÏÚ×Ê R M MYERS CORP (Continued)1001967432 çÉ×ØÍÓÐÈÊÛÎÉÖ×ÊÖÛÙÓÐÓÈÃîÍ çÉ×ØÍÓÐÈÊÛÎÉÌÍÊÈ×ÊîÍ íÖÖÉÓÈ×ÅÛÉÈ×Ê×Ù×ÓÆ×Êæ×ÊÓÖÓ×ØÈÍÚ×ÎÍÎÙÍÏÏ×ÊÙÓÛÐ æÓÍÐÛÈÓÍÎéÈÛÈÇÉîÍÆÓÍÐÛÈÓÍÎÉÖÍÇÎØ öóîøé ê×ÕÓÉÈÊÃóø ÷ÎÆÓÊÍÎÏ×ÎÈÛÐóÎÈ×Ê×ÉÈ óÎÖÍÊÏÛÈÓÍÎéÃÉÈ×Ï ùÛÐÓÖÍÊÎÓÛôÛÂÛÊØÍÇÉåÛÉÈ×èÊÛÙÑÓÎÕéÃÉÈ×ÏøÛÈÛÏÛÊÈôåèéøûèûïûêè ÌÊÍÆÓØ×ÉùÛÐÓÖÍÊÎÓÛÅÓÈÔÓÎÖÍÊÏÛÈÓÍÎÍÎÔÛÂÛÊØÍÇÉÅÛÉÈ×ÉÔÓÌÏ×ÎÈÉÖÍÊ Õ×Î×ÊÛÈÍÊÉÈÊÛÎÉÌÍÊÈ×ÊÉÛÎØÈÊ×ÛÈÏ×ÎÈÉÈÍÊÛÕ×ÛÎØØÓÉÌÍÉÛÐ ÖÛÙÓÐÓÈÓ×É êùêûóÎÖÍÓÉÛÎÛÈÓÍÎÛÐÓÎÖÍÊÏÛÈÓÍÎÉÃÉÈ×ÏÈÔÛÈÉÇÌÌÍÊÈÉÈÔ×ê×ÉÍÇÊÙ× ùÍÎÉ×ÊÆÛÈÓÍÎÛÎØê×ÙÍÆ×ÊÃûÙÈêùêûÌÊÍÕÊÛÏÈÔÊÍÇÕÔÈÔ×ÈÊÛÙÑÓÎÕÍÖ ×Æ×ÎÈÉÛÎØÛÙÈÓÆÓÈÓ×ÉÊ×ÐÛÈ×ØÈÍÖÛÙÓÐÓÈÓ×ÉÈÔÛÈÕ×Î×ÊÛÈ×ÈÊÛÎÉÌÍÊÈ ÛÎØÈÊ×ÛÈÉÈÍÊ×ÍÊØÓÉÌÍÉ×ÍÖÔÛÂÛÊØÍÇÉÅÛÉÈ×êùêûóÎÖÍÛÐÐÍÅÉêùêû ÌÊÍÕÊÛÏÉÈÛÖÖÈÍÈÊÛÙÑÈÔ×ÎÍÈÓÖÓÙÛÈÓÍÎÌ×ÊÏÓÈÙÍÏÌÐÓÛÎÙ×ÛÎØ ÙÍÊÊ×ÙÈÓÆ×ÛÙÈÓÍÎÛÙÈÓÆÓÈÓ×ÉÊ×ËÇÓÊ×ØÇÎØ×Êêùêû B3SCHWAB PROPERTIESLUSTS100925961 ENE3365 MIRALOMA AVE N/A < 1/8ANAHEIM, CA 92806 0.040 mi. 212 ft.Site 1 of 10 in cluster B ðçéèê÷õ Relative: ê×ÕÓÍÎ Higher ùÍÇÎÈÃíÊÛÎÕ× Actual: ê×ÕÓÍÎÛÐúÍÛÊØéÛÎÈÛûÎÛê×ÕÓÍÎ 229 ft. öÛÙÓÐÓÈÃéÈÛÈÇÉùÛÉ×ùÐÍÉ×Ø ùÛÉ×îÇÏÚ×Ê è ðÍÙÛÐùÛÉ×îÇÏîÍÈÊ×ÌÍÊÈ×Ø ùÛÉ×èÃÌ×éÍÓÐÍÎÐÃ éÇÚÉÈÛÎÙ×õÛÉÍÐÓÎ× ëÈÃð×ÛÑ×ØîÍÈÊ×ÌÍÊÈ×Ø ûÚÛÈ×ï×ÈÔÍØîÍÈÊ×ÌÍÊÈ×Ø ùÊÍÉÉéÈÊ××ÈîÍÈÊ×ÌÍÊÈ×Ø ÷ÎÖèÃÌ×ùðíé öÇÎØÓÎÕîÍÈÊ×ÌÍÊÈ×Ø ôÍÅøÓÉÙÍÆ×Ê×ØîÍÈÊ×ÌÍÊÈ×Ø ôÍÅéÈÍÌÌ×ØîÍÈÊ×ÌÍÊÈ×Ø ð×ÛÑùÛÇÉ×çîñ ð×ÛÑéÍÇÊÙ×çîñ õÐÍÚÛÐóøè ôÍÅéÈÍÌÌ×ØøÛÈ×îÍÈÊ×ÌÍÊÈ×Ø ÷ÎÈ×ÊøÛÈ× ê×ÆÓ×ÅøÛÈ× ìÊ×ÐÓÏûÉÉ×ÉÉîÍÈÊ×ÌÍÊÈ×Ø øÓÉÙÍÆ×ÊøÛÈ× ÷ÎÖÍÊÙ×Ï×ÎÈøÛÈ×îÍÈÊ×ÌÍÊÈ×Ø ùÐÍÉ×øÛÈ× åÍÊÑÌÐÛÎîÍÈÊ×ÌÍÊÈ×Ø ìÍÐÐÇÈÓÍÎùÔÛÊîÍÈÊ×ÌÍÊÈ×Ø èù ÉìÛÕ× ïÛÌóøïûìöóîøóîõé øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ×÷øêóøîÇÏÚ×Ê ÷Ð×ÆÛÈÓÍÎéÓÈ×øÛÈÛÚÛÉ×É÷ìûóøîÇÏÚ×Ê SCHWAB PROPERTIES (Continued)S100925961 ê×Ï×ØìÐÛÎîÍÈÊ×ÌÍÊÈ×Ø ê×Ï×ØûÙÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ïÍÎÓÈÍÊÓÎÕîÍÈÊ×ÌÍÊÈ×Ø ÷ÎÈ×ÊøÛÈ× õåëÇÛÐÓÖÓ×ÉîÍÈÊ×ÌÍÊÈ×Ø éÍÓÐëÇÛÐÓÖÓ×ÉîÍÈÊ×ÌÍÊÈ×Ø íÌ×ÊÛÈÍÊîÍÈÊ×ÌÍÊÈ×Ø öÛÙÓÐÓÈÃùÍÎÈÛÙÈîÍÈÊ×ÌÍÊÈ×Ø óÎÈ×ÊÓÏîÍÈÊ×ÌÍÊÈ×Ø íÆ×ÊÉÓÈ×ìÊÍÕÊÛÏðçéè ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ïèú÷øÛÈ×îÍÈÊ×ÌÍÊÈ×Ø ïÛÄïèú÷õåîÍÈÊ×ÌÍÊÈ×Ø ïèú÷ùÍÎÙ×ÎÈÊÛÈÓÍÎ ïÛÄïèú÷éÍÓÐîÍÈÊ×ÌÍÊÈ×Ø ïèú÷öÇ×Ð ïèú÷è×ÉÈ×Øïèú÷ø×È×ÙÈ×ØéÓÈ×È×ÉÈ×ØÖÍÊïèú÷ïèú÷Ø×È×ÙÈ×Ø ïèú÷ùÐÛÉÉ éÈÛÖÖùûú éÈÛÖÖóÎÓÈÓÛÐÉêíå ð×ÛØûÕ×ÎÙÃðÍÙÛÐûÕ×ÎÙÃ ðÍÙÛÐûÕ×ÎÙÃ ôÃØÊúÛÉÓÎùíûéèûðìðûóîíöíêû ú×Î×ÖÓÙÓÛÐîÍÈÊ×ÌÍÊÈ×Ø ìÊÓÍÊÓÈÃîÍÈÊ×ÌÍÊÈ×Ø ùÐ×ÛÎÇÌöÇÎØóØîÍÈÊ×ÌÍÊÈ×Ø åÍÊÑéÇÉÌ×ÎØ×ØîÍÈÊ×ÌÍÊÈ×Ø éÇÏÏÛÊÃîÍÈÊ×ÌÍÊÈ×Ø B4SCHWAB PROPERTIESLUSTS109284662 ENE3365 E MIRALOMA AVE N/A < 1/8ANAHEIM, CA 92806 0.040 mi. 212 ft.Site 2 of 10 in cluster B ðçéè Relative: ê×ÕÓÍÎéèûè÷ Higher õÐÍÚÛÐóØè Actual: ðÛÈÓÈÇØ× 229 ft. ðÍÎÕÓÈÇØ× ùÛÉ×èÃÌ×ðçéèùÐ×ÛÎÇÌéÓÈ× éÈÛÈÇÉùÍÏÌÐ×È×ØùÛÉ×ùÐÍÉ×Ø éÈÛÈÇÉøÛÈ× ð×ÛØûÕ×ÎÙÃûîûô÷óïùóèãíö ùÛÉ×åÍÊÑ×Êêíå ðÍÙÛÐûÕ×ÎÙÃûîûô÷óïùóèãíö êúùÛÉ×îÇÏÚ×Ê è ðíùùÛÉ×îÇÏÚ×ÊîÍÈÊ×ÌÍÊÈ×Ø öÓÐ×ðÍÙÛÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ìÍÈ×ÎÈÓÛÐï×ØÓÛûÖÖ×ÙÈéÍÓÐ ìÍÈ×ÎÈÓÛÐùÍÎÈÛÏÓÎÛÎÈÉÍÖùÍÎÙ×ÊÎõÛÉÍÐÓÎ× éÓÈ×ôÓÉÈÍÊÃîÍÈÊ×ÌÍÊÈ×Ø èù ÉìÛÕ× ïÛÌóøïûìöóîøóîõé øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ×÷øêóøîÇÏÚ×Ê ÷Ð×ÆÛÈÓÍÎéÓÈ×øÛÈÛÚÛÉ×É÷ìûóøîÇÏÚ×Ê B5OSAWA MUM FARMHIST USTU001578866 ENE3357 MIRALOMA ST. N/A < 1/8ANAHEIM, CA 92806 0.042 mi. 222 ft.Site 3 of 10 in cluster B ôóéèçéè Relative: ê×ÕÓÍÎéèûè÷ Higher öÛÙÓÐÓÈÃóø Actual: öÛÙÓÐÓÈÃèÃÌ×îÍÈÊ×ÌÍÊÈ×Ø 229 ft. íÈÔ×ÊèÃÌ×öûêï èÍÈÛÐèÛÎÑÉ ùÍÎÈÛÙÈîÛÏ×ôóêíéôóíéûåû è×Ð×ÌÔÍÎ× íÅÎ×ÊîÛÏ×éíóùôóôíêó íÅÎ×ÊûØØÊ×ÉÉ ûëçûïûêóî÷éè íÅÎ×ÊùÓÈÃéÈâÓÌìðûù÷îèóûùû èÛÎÑîÇÏ ùÍÎÈÛÓÎ×ÊîÇÏ ã×ÛÊóÎÉÈÛÐÐ×Ø èÛÎÑùÛÌÛÙÓÈÃ èÛÎÑçÉ×ØÖÍÊìêíøçùè èÃÌ×ÍÖöÇ×Ðçîð÷ûø÷ø èÛÎÑùÍÎÉÈÊÇÙÈÓÍÎ ÕÛÇÕ× ð×ÛÑø×È×ÙÈÓÍÎæÓÉÇÛÐ èÛÎÑîÇÏ ùÍÎÈÛÓÎ×ÊîÇÏ ã×ÛÊóÎÉÈÛÐÐ×Ø èÛÎÑùÛÌÛÙÓÈÃ èÛÎÑçÉ×ØÖÍÊîÍÈÊ×ÌÍÊÈ×Ø èÃÌ×ÍÖöÇ×Ðçîð÷ûø÷ø èÛÎÑùÍÎÉÈÊÇÙÈÓÍÎ ÕÛÇÕ× ð×ÛÑø×È×ÙÈÓÍÎæÓÉÇÛÐ B6THE BOEING COMPANYRCRA-LQG1000273231 ENE3370 MIRA LOMAFINDSCAD008369050 < 1/8ANAHEIM, CA 92803CA FID UST 0.048 mi.MANIFEST 251 ft.Site 4 of 10 in cluster BOrange Co. 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èÃÌ×ÍÖöÇ×ÐîÍÈÊ×ÌÍÊÈ×Ø èÛÎÑùÍÎÉÈÊÇÙÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ð×ÛÑø×È×ÙÈÓÍÎîÍÎ× èÛÎÑîÇÏ ùÍÎÈÛÓÎ×ÊîÇÏ ã×ÛÊóÎÉÈÛÐÐ×Ø èÛÎÑùÛÌÛÙÓÈÃ èÛÎÑçÉ×ØÖÍÊåûéè÷ èÃÌ×ÍÖöÇ×ÐîÍÈÊ×ÌÍÊÈ×Ø èÛÎÑùÍÎÉÈÊÇÙÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ð×ÛÑø×È×ÙÈÓÍÎæÓÉÇÛÐ èÛÎÑîÇÏ ùÍÎÈÛÓÎ×ÊîÇÏ ã×ÛÊóÎÉÈÛÐÐ×Ø èÛÎÑùÛÌÛÙÓÈÃ èÛÎÑçÉ×ØÖÍÊåûéè÷ èÃÌ×ÍÖöÇ×ÐîÍÈÊ×ÌÍÊÈ×Ø èÛÎÑùÍÎÉÈÊÇÙÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ð×ÛÑø×È×ÙÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø èÛÎÑîÇÏ ùÍÎÈÛÓÎ×ÊîÇÏ ã×ÛÊóÎÉÈÛÐÐ×Ø èÛÎÑùÛÌÛÙÓÈÃ èÛÎÑçÉ×ØÖÍÊåûéè÷ èÃÌ×ÍÖöÇ×ÐîÍÈÊ×ÌÍÊÈ×Ø èÛÎÑùÍÎÉÈÊÇÙÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ð×ÛÑø×È×ÙÈÓÍÎæÓÉÇÛÐ èÛÎÑîÇÏ ùÍÎÈÛÓÎ×ÊîÇÏ ã×ÛÊóÎÉÈÛÐÐ×Ø èÛÎÑùÛÌÛÙÓÈÃ èÛÎÑçÉ×ØÖÍÊåûéè÷ èÃÌ×ÍÖöÇ×ÐîÍÈÊ×ÌÍÊÈ×Ø èÛÎÑùÍÎÉÈÊÇÙÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ð×ÛÑø×È×ÙÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø èÛÎÑîÇÏ ùÍÎÈÛÓÎ×ÊîÇÏ ã×ÛÊóÎÉÈÛÐÐ×Ø èÛÎÑùÛÌÛÙÓÈÃ èÛÎÑçÉ×ØÖÍÊìêíøçùè èÃÌ×ÍÖöÇ×ÐîÍÈÊ×ÌÍÊÈ×Ø èÛÎÑùÍÎÉÈÊÇÙÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ð×ÛÑø×È×ÙÈÓÍÎîÍÎ× èù ÉìÛÕ× ïÛÌóøïûìöóîøóîõé øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ×÷øêóøîÇÏÚ×Ê ÷Ð×ÆÛÈÓÍÎéÓÈ×øÛÈÛÚÛÉ×É÷ìûóøîÇÏÚ×Ê B11ROCKWELL INTERNATIONAL CORP.S109284337LUST ENE3370 E MIRALOMA AVE N/A < 1/8ANAHEIM, CA 92806 0.048 mi. 251 ft.Site 9 of 10 in cluster B ðçéè Relative: ê×ÕÓÍÎéèûè÷ Higher õÐÍÚÛÐóØè Actual: ðÛÈÓÈÇØ× 230 ft. ðÍÎÕÓÈÇØ× ùÛÉ×èÃÌ×ðçéèùÐ×ÛÎÇÌéÓÈ× éÈÛÈÇÉùÍÏÌÐ×È×ØùÛÉ×ùÐÍÉ×Ø éÈÛÈÇÉøÛÈ× ð×ÛØûÕ×ÎÙÃéûîèûûîûêåëùúê÷õóíî ùÛÉ×åÍÊÑ×Êùûú ðÍÙÛÐûÕ×ÎÙÃûîûô÷óïùóèãíö êúùÛÉ×îÇÏÚ×Ê è ðíùùÛÉ×îÇÏÚ×ÊîÍÈÊ×ÌÍÊÈ×Ø öÓÐ×ðÍÙÛÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ìÍÈ×ÎÈÓÛÐï×ØÓÛûÖÖ×ÙÈéÍÓÐ ìÍÈ×ÎÈÓÛÐùÍÎÈÛÏÓÎÛÎÈÉÍÖùÍÎÙ×ÊÎûÙ×ÈÍÎ× éÓÈ×ôÓÉÈÍÊÃîÍÈÊ×ÌÍÊÈ×Ø B12JERRY YOUNG’S SERVICE STATIONU001578858HIST UST ENE3371 E MIRALOMA AVE N/A < 1/8ANAHEIM, CA 92806 0.048 mi. 251 ft.Site 10 of 10 in cluster B ôóéèçéè Relative: ê×ÕÓÍÎéèûè÷ Higher öÛÙÓÐÓÈÃóø Actual: öÛÙÓÐÓÈÃèÃÌ×õÛÉéÈÛÈÓÍÎ 230 ft. íÈÔ×ÊèÃÌ×îÍÈÊ×ÌÍÊÈ×Ø èÍÈÛÐèÛÎÑÉ ùÍÎÈÛÙÈîÛÏ×õ÷êûðøûãíçîõ è×Ð×ÌÔÍÎ× íÅÎ×ÊîÛÏ×õ÷êûðøûãíçîõ íÅÎ×ÊûØØÊ×ÉÉ ÷ïóêûðíïûûæ÷ íÅÎ×ÊùÓÈÃéÈâÓÌûîûô÷óïùû èÛÎÑîÇÏ ùÍÎÈÛÓÎ×ÊîÇÏ ã×ÛÊóÎÉÈÛÐÐ×Ø èÛÎÑùÛÌÛÙÓÈÃ èÛÎÑçÉ×ØÖÍÊìêíøçùè èÃÌ×ÍÖöÇ×Ðê÷õçðûê èÛÎÑùÍÎÉÈÊÇÙÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ð×ÛÑø×È×ÙÈÓÍÎéÈÍÙÑóÎÆ×ÎÈÍÊ èÛÎÑîÇÏ ùÍÎÈÛÓÎ×ÊîÇÏ ã×ÛÊóÎÉÈÛÐÐ×Ø èÛÎÑùÛÌÛÙÓÈÃ èÛÎÑçÉ×ØÖÍÊìêíøçùè èÃÌ×ÍÖöÇ×Ðçîð÷ûø÷ø èÛÎÑùÍÎÉÈÊÇÙÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ð×ÛÑø×È×ÙÈÓÍÎéÈÍÙÑóÎÆ×ÎÈÍÊ èù ÉìÛÕ× ïÛÌóøïûìöóîøóîõé øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ×÷øêóøîÇÏÚ×Ê ÷Ð×ÆÛÈÓÍÎéÓÈ×øÛÈÛÚÛÉ×É÷ìûóøîÇÏÚ×Ê JERRY YOUNG’S SERVICE STATION (Continued)U001578858 èÛÎÑîÇÏ ùÍÎÈÛÓÎ×ÊîÇÏ ã×ÛÊóÎÉÈÛÐÐ×Ø èÛÎÑùÛÌÛÙÓÈÃ èÛÎÑçÉ×ØÖÍÊìêíøçùè èÃÌ×ÍÖöÇ×Ðçîð÷ûø÷ø èÛÎÑùÍÎÉÈÊÇÙÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ð×ÛÑø×È×ÙÈÓÍÎéÈÍÙÑóÎÆ×ÎÈÍÊ èÛÎÑîÇÏ ùÍÎÈÛÓÎ×ÊîÇÏ ã×ÛÊóÎÉÈÛÐÐ×Ø èÛÎÑùÛÌÛÙÓÈÃ èÛÎÑçÉ×ØÖÍÊåûéè÷ èÃÌ×ÍÖöÇ×Ðåûéè÷íóð èÛÎÑùÍÎÉÈÊÇÙÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ð×ÛÑø×È×ÙÈÓÍÎîÍÎ× A13PACIFIC WEST LITHO INCRCRA-SQG1000818549 WSW3291 E MIRALOMAFINDSCAD983644303 < 1/8ANAHEIM, CA 92806HAZNET 0.052 mi.EMI 276 ft.Site 2 of 2 in cluster A êùêûéëõ Relative: øÛÈ×ÖÍÊÏÊ×Ù×ÓÆ×ØÚÃÛÕ×ÎÙÃ Lower öÛÙÓÐÓÈÃÎÛÏ×ìûùóöóùå÷éèðóèôí Actual: öÛÙÓÐÓÈÃÛØØÊ×ÉÉ ÷ïóêûðíïû 227 ft. ûîûô÷óïùû ÷ìûóøùûø ïÛÓÐÓÎÕÛØØÊ×ÉÉ÷ïóêûðíïû ûîûô÷óïùû ùÍÎÈÛÙÈûîîèóúú÷ðé ùÍÎÈÛÙÈÛØØÊ×ÉÉ ÷ïóêûðíïû ûîûô÷óïùû ùÍÎÈÛÙÈÙÍÇÎÈÊÃçé ùÍÎÈÛÙÈÈ×Ð×ÌÔÍÎ× ùÍÎÈÛÙÈ×ÏÛÓÐîÍÈÊ×ÌÍÊÈ×Ø ÷ìûê×ÕÓÍÎ ùÐÛÉÉÓÖÓÙÛÈÓÍÎéÏÛÐÐéÏÛÐÐëÇÛÎÈÓÈÃõ×Î×ÊÛÈÍÊ ø×ÉÙÊÓÌÈÓÍÎôÛÎØÐ×ÊÕ×Î×ÊÛÈ×ÉÏÍÊ×ÈÔÛÎ ÛÎØÐ×ÉÉÈÔÛÎ ÑÕÍÖÔÛÂÛÊØÍÇÉ 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INC.RCRA-LQG1000411260 WSW1301 N DYNAMICS STTRIS92806MFLX 13 < 1/8ANAHEIM, CA 92806FINDS 0.072 mi.CA WDS 379 ft.Site 1 of 3 in cluster CHAZNET EMI Relative: êùêûðëõ Lower øÛÈ×ÖÍÊÏÊ×Ù×ÓÆ×ØÚÃÛÕ×ÎÙÃ Actual: öÛÙÓÐÓÈÃÎÛÏ×ïöð÷äóîù 227 ft. öÛÙÓÐÓÈÃÛØØÊ×ÉÉ îøãîûïóùééèê÷÷è ûîûô÷óïùû ÷ìûóøùûø ïÛÓÐÓÎÕÛØØÊ×ÉÉ ÷ùíêíîûøíéèê÷÷è ûîûô÷óïùû ùÍÎÈÛÙÈãíçîõðçç ùÍÎÈÛÙÈÛØØÊ×ÉÉîÍÈÊ×ÌÍÊÈ×Ø îÍÈÊ×ÌÍÊÈ×Ø ùÍÎÈÛÙÈÙÍÇÎÈÊÃîÍÈÊ×ÌÍÊÈ×Ø ùÍÎÈÛÙÈÈ×Ð×ÌÔÍÎ× ùÍÎÈÛÙÈ×ÏÛÓÐãðççüïöð÷äùíï ÷ìûê×ÕÓÍÎ ðÛÎØÈÃÌ×ìÊÓÆÛÈ× ùÐÛÉÉÓÖÓÙÛÈÓÍÎðÛÊÕ×ëÇÛÎÈÓÈÃõ×Î×ÊÛÈÍÊ ø×ÉÙÊÓÌÈÓÍÎôÛÎØÐ×ÊÕ×Î×ÊÛÈ×É ÑÕÍÊÏÍÊ×ÍÖÔÛÂÛÊØÍÇÉÅÛÉÈ×ØÇÊÓÎÕÛÎÃ ÙÛÐ×ÎØÛÊÏÍÎÈÔÍÊÕ×Î×ÊÛÈ×ÉÏÍÊ×ÈÔÛÎÑÕÍÖÛÙÇÈ×ÐÃÔÛÂÛÊØÍÇÉÅÛÉÈ× ØÇÊÓÎÕÛÎÃÙÛÐ×ÎØÛÊÏÍÎÈÔÍÊÕ×Î×ÊÛÈ×ÉÏÍÊ×ÈÔÛÎ ÑÕÍÖÛÎÃ Ê×ÉÓØÇ×ÍÊÙÍÎÈÛÏÓÎÛÈ×ØÉÍÓÐÅÛÉÈ×ÍÊÍÈÔ×ÊØ×ÚÊÓÉÊ×ÉÇÐÈÓÎÕÖÊÍÏÈÔ× ÙÐ×ÛÎÇÌÍÖÛÉÌÓÐÐÓÎÈÍÍÊÍÎÛÎÃÐÛÎØÍÊÅÛÈ×ÊÍÖÛÙÇÈ×ÐÃÔÛÂÛÊØÍÇÉ ÅÛÉÈ×ØÇÊÓÎÕÛÎÃÙÛÐ×ÎØÛÊÏÍÎÈÔÍÊÕ×Î×ÊÛÈ×ÉÑÕÍÊÐ×ÉÉÍÖÛÙÇÈ×ÐÃ ÔÛÂÛÊØÍÇÉÅÛÉÈ×ØÇÊÓÎÕÛÎÃÙÛÐ×ÎØÛÊÏÍÎÈÔÛÎØÛÙÙÇÏÇÐÛÈ×ÉÏÍÊ×ÈÔÛÎ ÑÕÍÖÛÙÇÈ×ÐÃÔÛÂÛÊØÍÇÉÅÛÉÈ×ÛÈÛÎÃÈÓÏ×ÍÊÕ×Î×ÊÛÈ×É ÑÕÍÊÐ×ÉÉ 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ÍÌ×ÊÛÈÍÊÙÍÇÎÈÊÃîÍÈÊ×ÌÍÊÈ×Ø íÅÎ×Ê ÍÌ×ÊÛÈÍÊÈ×Ð×ÌÔÍÎ× ð×ÕÛÐÉÈÛÈÇÉìÊÓÆÛÈ× íÅÎ×Ê íÌ×ÊÛÈÍÊèÃÌ×íÅÎ×Ê íÅÎ×Ê íÌÉÈÛÊÈØÛÈ×îÍÈÊ×ÌÍÊÈ×Ø íÅÎ×Ê íÌ×ÎØØÛÈ×îÍÈÊ×ÌÍÊÈ×Ø íÅÎ×Ê ÍÌ×ÊÛÈÍÊÎÛÏ×îíèê÷ëçóê÷ø íÅÎ×Ê ÍÌ×ÊÛÈÍÊÛØØÊ×ÉÉîíèê÷ëçóê÷ø îíèê÷ëçóê÷øï÷ íÅÎ×Ê ÍÌ×ÊÛÈÍÊÙÍÇÎÈÊÃîÍÈÊ×ÌÍÊÈ×Ø íÅÎ×Ê ÍÌ×ÊÛÈÍÊÈ×Ð×ÌÔÍÎ× ð×ÕÛÐÉÈÛÈÇÉìÊÓÆÛÈ× íÅÎ×Ê íÌ×ÊÛÈÍÊèÃÌ×íÌ×ÊÛÈÍÊ íÅÎ×Ê íÌÉÈÛÊÈØÛÈ×îÍÈÊ×ÌÍÊÈ×Ø íÅÎ×Ê íÌ×ÎØØÛÈ×îÍÈÊ×ÌÍÊÈ×Ø ôÛÎØÐ×ÊûÙÈÓÆÓÈÓ×ÉéÇÏÏÛÊÃ çéÓÏÌÍÊÈ×ÊÍÖÔÛÂÛÊØÍÇÉÅÛÉÈ×çÎÑÎÍÅÎ ïÓÄ×ØÅÛÉÈ×ÔÛÂÛÎØÊÛØÓÍÛÙÈÓÆ×çÎÑÎÍÅÎ ê×ÙÃÙÐ×ÊÍÖÔÛÂÛÊØÍÇÉÅÛÉÈ×îÍ èù ÉìÛÕ× ïÛÌóøïûìöóîøóîõé øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ×÷øêóøîÇÏÚ×Ê ÷Ð×ÆÛÈÓÍÎéÓÈ×øÛÈÛÚÛÉ×É÷ìûóøîÇÏÚ×Ê MULTI-FINELINE ELECTRONIX INC (Continued)1000411308 èÊÛÎÉÌÍÊÈ×ÊÍÖÔÛÂÛÊØÍÇÉÅÛÉÈ×îÍ èÊ×ÛÈ×ÊÉÈÍÊ×ÊÍÊØÓÉÌÍÉ×ÊÍÖôåîÍ çÎØ×ÊÕÊÍÇÎØÓÎÒ×ÙÈÓÍÎÛÙÈÓÆÓÈÃîÍ íÎÉÓÈ×ÚÇÊÎ×Ê×Ä×ÏÌÈÓÍÎçÎÑÎÍÅÎ öÇÊÎÛÙ××Ä×ÏÌÈÓÍÎçÎÑÎÍÅÎ çÉ×ØÍÓÐÖÇ×ÐÚÇÊÎ×ÊîÍ çÉ×ØÍÓÐÌÊÍÙ×ÉÉÍÊîÍ çÉ×ÊÍÓÐÊ×ÖÓÎ×ÊîÍ çÉ×ØÍÓÐÖÇ×ÐÏÛÊÑ×È×ÊÈÍÚÇÊÎ×ÊîÍ çÉ×ØÍÓÐéÌ×ÙÓÖÓÙÛÈÓÍÎÏÛÊÑ×È×ÊîÍ çÉ×ØÍÓÐÈÊÛÎÉÖ×ÊÖÛÙÓÐÓÈÃîÍ çÉ×ØÍÓÐÈÊÛÎÉÌÍÊÈ×ÊîÍ 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ÌÊÍÕÊÛÏÉÈÛÖÖÈÍÈÊÛÙÑÈÔ×ÎÍÈÓÖÓÙÛÈÓÍÎÌ×ÊÏÓÈÙÍÏÌÐÓÛÎÙ×ÛÎØ ÙÍÊÊ×ÙÈÓÆ×ÛÙÈÓÍÎÛÙÈÓÆÓÈÓ×ÉÊ×ËÇÓÊ×ØÇÎØ×Êêùêû E25ROCKWELL INTERNATIONALSLICS104549204 ENE3400 MIRA LOMA AVENUE N/A < 1/8ANAHEIM, CA 0.091 mi. 480 ft.Site 1 of 2 in cluster E éðóù Relative: ê×ÕÓÍÎéèûè÷ Higher Facility Status: Open Actual: éÈÛÈÇÉøÛÈ×îÍÈÊ×ÌÍÊÈ×Ø 231 ft. õÐÍÚÛÐóØéðèê ð×ÛØûÕ×ÎÙÃéûîèûûîûêåëùúê÷õóíî ð×ÛØûÕ×ÎÙÃùÛÉ×îÇÏÚ×ÊîÍÈÊ×ÌÍÊÈ×Ø ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ùÛÉ×èÃÌ×ùÐ×ÛÎÇÌìÊÍÕÊÛÏéÓÈ× èù ÉìÛÕ× ïÛÌóøïûìöóîøóîõé øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ×÷øêóøîÇÏÚ×Ê ÷Ð×ÆÛÈÓÍÎéÓÈ×øÛÈÛÚÛÉ×É÷ìûóøîÇÏÚ×Ê ROCKWELL INTERNATIONAL (Continued)S104549204 ùÛÉ×åÍÊÑ×Êåøï ðÍÙÛÐûÕ×ÎÙÃîÍÈÊ×ÌÍÊÈ×Ø êúùÛÉ×îÇÏÚ×Êéðèê öÓÐ×ðÍÙÛÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ìÍÈ×ÎÈÓÛÐï×ØÓÛûÖÖ×ÙÈ×ØéÍÓÐ ìÍÈ×ÎÈÓÛÐùÍÎÈÛÏÓÎÛÎÈÉÍÖùÍÎÙ×ÊÎûÙ×ÈÍÎ× éÓÈ×ôÓÉÈÍÊÃîÍÈÊ×ÌÍÊÈ×Ø éðóù èÃÌ×éÍÓÐ öÛÙÓÐÓÈÃéÈÛÈÇÉùÐÍÉ×Ø ê×ÕÓÍÎ éÈÛÖÖäää éÇÚÉÈÛÎÙ×äää ð×ÛØûÕ×ÎÙÃäää ðÍÙÛÈÓÍÎùÍØ×äää èÔÍÏÛÉúÊÍÉùÍØ×äää E26THE BOEING COMPANY C3 NETWORKS1004678222RCRA-NonGen ENE3400 E MIRALOMA AVEFINDSCAR000106393 < 1/8ANAHEIM, CA 92803HAZNET 0.091 mi. 480 ft.Site 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ft.Site 1 of 3 in cluster F çéè Relative: õÐÍÚÛÐóø Higher ðÛÈÓÈÇØ× Actual: ðÍÎÕÓÈÇØ× 229 ft. èù ÉìÛÕ× ïÛÌóøïûìöóîøóîõé øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ×÷øêóøîÇÏÚ×Ê ÷Ð×ÆÛÈÓÍÎéÓÈ×øÛÈÛÚÛÉ×É÷ìûóøîÇÏÚ×Ê F30STATEWIDE SCAFFOLINGCA FID USTS101589640 NNE1373 N MILLER STSWEEPS UST N/A 1/8-1/4ANAHEIM, CA 92806HAZNET 0.139 mi. 736 ft.Site 2 of 3 in cluster F ùûöóøçéè Relative: öÛÙÓÐÓÈÃóø Higher ê×ÕÇÐÛÈ×ØúÃçèîñû Actual: ê×ÕÇÐÛÈ×ØóøîÍÈÊ×ÌÍÊÈ×Ø 229 ft. ùÍÊÈ×É×ùÍØ×îÍÈÊ×ÌÍÊÈ×Ø éóùùÍØ×îÍÈÊ×ÌÍÊÈ×Ø öÛÙÓÐÓÈÃìÔÍÎ×îÍÈÊ×ÌÍÊÈ×Ø ïÛÓÐèÍîÍÈÊ×ÌÍÊÈ×Ø ïÛÓÐÓÎÕûØØÊ×ÉÉ îïóðð÷êéè ïÛÓÐÓÎÕûØØÊ×ÉÉ îÍÈÊ×ÌÍÊÈ×Ø ïÛÓÐÓÎÕùÓÈÃéÈâÓÌûîûô÷óï ùÍÎÈÛÙÈîÍÈÊ×ÌÍÊÈ×Ø ùÍÎÈÛÙÈìÔÍÎ×îÍÈÊ×ÌÍÊÈ×Ø øçîÉîÇÏÚ×ÊîÍÈÊ×ÌÍÊÈ×Ø îìø÷éîÇÏÚ×ÊîÍÈÊ×ÌÍÊÈ×Ø ÷ìûóøîÍÈÊ×ÌÍÊÈ×Ø ùÍÏÏ×ÎÈÉîÍÈÊ×ÌÍÊÈ×Ø éÈÛÈÇÉûÙÈÓÆ× éå÷÷ìéçéè éÈÛÈÇÉîÍÈÊ×ÌÍÊÈ×Ø ùÍÏÌîÇÏÚ×Ê îÇÏÚ×ÊîÍÈÊ×ÌÍÊÈ×Ø úÍÛÊØíÖ÷ËÇÛÐÓÂÛÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ê×ÖøÛÈ×îÍÈÊ×ÌÍÊÈ×Ø ûÙÈøÛÈ×îÍÈÊ×ÌÍÊÈ×Ø ùÊ×ÛÈ×ØøÛÈ×îÍÈÊ×ÌÍÊÈ×Ø èÛÎÑéÈÛÈÇÉîÍÈÊ×ÌÍÊÈ×Ø íÅÎ×ÊèÛÎÑóØîÍÈÊ×ÌÍÊÈ×Ø éÅÊÙÚèÛÎÑóØ ûÙÈÆøÛÈ×îÍÈÊ×ÌÍÊÈ×Ø ùÛÌÛÙÓÈÃ èÛÎÑçÉ×ì÷èêíð÷çï éÈÕìêíøçùè 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÷Ð×ÆÛÈÓÍÎéÓÈ×øÛÈÛÚÛÉ×É÷ìûóøîÇÏÚ×Ê PHILIPS IND/LASCO DIV (Continued)S102435214 ð×ÛØûÕ×ÎÙÃðÍÙÛÐûÕ×ÎÙÃ ðÍÙÛÐûÕ×ÎÙÃ ð ôÃØÊúÛÉÓÎîÍÈÊ×ÌÍÊÈ×Ø ú×Î×ÖÓÙÓÛÐïçî ìÊÓÍÊÓÈÃîÍÈÊ×ÌÍÊÈ×Ø ùÐ×ÛÎÇÌöÇÎØóØîÍÈÊ×ÌÍÊÈ×Ø åÍÊÑéÇÉÌ×ÎØ×ØîÍÈÊ×ÌÍÊÈ×Ø éÇÏÏÛÊÃîÍÈÊ×ÌÍÊÈ×Ø I42LASCO BATHWORKSLUSTS109284777 WSW3255 E MIRALOMA AVE N/A 1/8-1/4ANAHEIM, CA 92806 0.249 mi. 1315 ft.Site 7 of 11 in cluster I ðçéè Relative: ê×ÕÓÍÎéèûè÷ Lower õÐÍÚÛÐóØè Actual: ðÛÈÓÈÇØ× 225 ft. ðÍÎÕÓÈÇØ× ùÛÉ×èÃÌ×ðçéèùÐ×ÛÎÇÌéÓÈ× éÈÛÈÇÉùÍÏÌÐ×È×ØùÛÉ×ùÐÍÉ×Ø éÈÛÈÇÉøÛÈ× ð×ÛØûÕ×ÎÙÃûîûô÷óïùóèãíö ùÛÉ×åÍÊÑ×Êêíå ðÍÙÛÐûÕ×ÎÙÃûîûô÷óïùóèãíö êúùÛÉ×îÇÏÚ×Ê è ðíùùÛÉ×îÇÏÚ×ÊîÍÈÊ×ÌÍÊÈ×Ø öÓÐ×ðÍÙÛÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ìÍÈ×ÎÈÓÛÐï×ØÓÛûÖÖ×ÙÈéÍÓÐ ìÍÈ×ÎÈÓÛÐùÍÎÈÛÏÓÎÛÎÈÉÍÖùÍÎÙ×ÊÎõÛÉÍÐÓÎ× éÓÈ×ôÓÉÈÍÊÃîÍÈÊ×ÌÍÊÈ×Ø I43LASCO BATHWARE/ TOMKINS IND., INC.U003996932UST WSW3255 E MIRALOMA AVE N/A 1/8-1/4ANAHEIM, CA 92806 0.249 mi. 1315 ft.Site 8 of 11 in cluster I çéè Relative: õÐÍÚÛÐóø Lower ðÛÈÓÈÇØ× Actual: ðÍÎÕÓÈÇØ× 225 ft. I44LASCO BATHWORKSHIST CORTESEU003058748 WSW3255 MIRALOMA AVELUST N/A 1/8-1/4ANAHEIM, CA 92806 0.249 mi. 1315 ft.Site 9 of 11 in cluster I ùíêè÷é÷ Relative: ê×ÕÓÍÎùíêè÷é÷ Lower öÛÙÓÐÓÈÃùÍÇÎÈÃùÍØ× Actual: ê×ÕúÃðèîñû 225 ft. ê×ÕóØ è èù ÉìÛÕ× ïÛÌóøïûìöóîøóîõé øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ×÷øêóøîÇÏÚ×Ê ÷Ð×ÆÛÈÓÍÎéÓÈ×øÛÈÛÚÛÉ×É÷ìûóøîÇÏÚ×Ê LASCO BATHWORKS (Continued)U003058748 ðçéèê÷õ ê×ÕÓÍÎ ùÍÇÎÈÃíÊÛÎÕ× ê×ÕÓÍÎÛÐúÍÛÊØéÛÎÈÛûÎÛê×ÕÓÍÎ öÛÙÓÐÓÈÃéÈÛÈÇÉùÛÉ×ùÐÍÉ×Ø ùÛÉ×îÇÏÚ×Ê è ðÍÙÛÐùÛÉ×îÇÏîÍÈÊ×ÌÍÊÈ×Ø ùÛÉ×èÃÌ×éÍÓÐÍÎÐÃ éÇÚÉÈÛÎÙ×õÛÉÍÐÓÎ× ëÈÃð×ÛÑ×ØîÍÈÊ×ÌÍÊÈ×Ø ûÚÛÈ×ï×ÈÔÍØîÍÈÊ×ÌÍÊÈ×Ø ùÊÍÉÉéÈÊ××Èïóðð÷ê ÷ÎÖèÃÌ×ùðíé öÇÎØÓÎÕîÍÈÊ×ÌÍÊÈ×Ø ôÍÅøÓÉÙÍÆ×Ê×ØîÍÈÊ×ÌÍÊÈ×Ø ôÍÅéÈÍÌÌ×ØîÍÈÊ×ÌÍÊÈ×Ø ð×ÛÑùÛÇÉ×îÍÈÊ×ÌÍÊÈ×Ø ð×ÛÑéÍÇÊÙ×îÍÈÊ×ÌÍÊÈ×Ø õÐÍÚÛÐóøè ôÍÅéÈÍÌÌ×ØøÛÈ×îÍÈÊ×ÌÍÊÈ×Ø ÷ÎÈ×ÊøÛÈ× ê×ÆÓ×ÅøÛÈ× ìÊ×ÐÓÏûÉÉ×ÉÉîÍÈÊ×ÌÍÊÈ×Ø øÓÉÙÍÆ×ÊøÛÈ× ÷ÎÖÍÊÙ×Ï×ÎÈøÛÈ×îÍÈÊ×ÌÍÊÈ×Ø ùÐÍÉ×øÛÈ× åÍÊÑÌÐÛÎîÍÈÊ×ÌÍÊÈ×Ø ìÍÐÐÇÈÓÍÎùÔÛÊîÍÈÊ×ÌÍÊÈ×Ø ê×Ï×ØìÐÛÎîÍÈÊ×ÌÍÊÈ×Ø ê×Ï×ØûÙÈÓÍÎ ïÍÎÓÈÍÊÓÎÕ ÷ÎÈ×ÊøÛÈ× õåëÇÛÐÓÖÓ×ÉîÍÈÊ×ÌÍÊÈ×Ø éÍÓÐëÇÛÐÓÖÓ×Éÿ íÌ×ÊÛÈÍÊîÍÈÊ×ÌÍÊÈ×Ø öÛÙÓÐÓÈÃùÍÎÈÛÙÈîÍÈÊ×ÌÍÊÈ×Ø óÎÈ×ÊÓÏîÍÈÊ×ÌÍÊÈ×Ø íÆ×ÊÉÓÈ×ìÊÍÕÊÛÏðçéè ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ïèú÷øÛÈ×îÍÈÊ×ÌÍÊÈ×Ø ïÛÄïèú÷õåîÍÈÊ×ÌÍÊÈ×Ø ïèú÷ùÍÎÙ×ÎÈÊÛÈÓÍÎ ïÛÄïèú÷éÍÓÐ ïèú÷öÇ×Ð ïèú÷è×ÉÈ×Øïèú÷ø×È×ÙÈ×ØéÓÈ×È×ÉÈ×ØÖÍÊïèú÷ïèú÷Ø×È×ÙÈ×Ø ïèú÷ùÐÛÉÉ éÈÛÖÖèï÷ éÈÛÖÖóÎÓÈÓÛÐÉêíå ð×ÛØûÕ×ÎÙÃðÍÙÛÐûÕ×ÎÙÃ ðÍÙÛÐûÕ×ÎÙÃ ôÃØÊúÛÉÓÎùíûéèûðìðûóîíöíêû ú×Î×ÖÓÙÓÛÐîÍÈÊ×ÌÍÊÈ×Ø ìÊÓÍÊÓÈÃîÍÈÊ×ÌÍÊÈ×Ø ùÐ×ÛÎÇÌöÇÎØóØîÍÈÊ×ÌÍÊÈ×Ø åÍÊÑéÇÉÌ×ÎØ×ØîÍÈÊ×ÌÍÊÈ×Ø éÇÏÏÛÊÃîÍÈÊ×ÌÍÊÈ×Ø èù ÉìÛÕ× ïÛÌóøïûìöóîøóîõé øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ×÷øêóøîÇÏÚ×Ê ÷Ð×ÆÛÈÓÍÎéÓÈ×øÛÈÛÚÛÉ×É÷ìûóøîÇÏÚ×Ê I45PHILIPS INDUSTRIES-LASCO DIVISHIST USTU001578870 WSW3255 E MIRALOMA AVE N/A 1/8-1/4ANAHEIM, CA 92806 0.249 mi. 1315 ft.Site 10 of 11 in cluster I ôóéèçéè Relative: ê×ÕÓÍÎéèûè÷ Lower öÛÙÓÐÓÈÃóø Actual: öÛÙÓÐÓÈÃèÃÌ×íÈÔ×Ê 225 ft. íÈÔ×ÊèÃÌ×îÍÈÊ×ÌÍÊÈ×Ø èÍÈÛÐèÛÎÑÉ ùÍÎÈÛÙÈîÛÏ×ùôçùñøûæóé è×Ð×ÌÔÍÎ× íÅÎ×ÊîÛÏ×ìôóðóìéóîøçéèêó÷éðûéùíøóæóé íÅÎ×ÊûØØÊ×ÉÉ ÷ïóêûðíïûûæ÷ íÅÎ×ÊùÓÈÃéÈâÓÌûîûô÷óïùû èÛÎÑîÇÏ ùÍÎÈÛÓÎ×ÊîÇÏ ã×ÛÊóÎÉÈÛÐÐ×Ø èÛÎÑùÛÌÛÙÓÈÃ èÛÎÑçÉ×ØÖÍÊìêíøçùè èÃÌ×ÍÖöÇ×Ðøó÷é÷ð èÛÎÑùÍÎÉÈÊÇÙÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ð×ÛÑø×È×ÙÈÓÍÎéÈÍÙÑóÎÆ×ÎÈÍÊ èÛÎÑîÇÏ ùÍÎÈÛÓÎ×ÊîÇÏ ã×ÛÊóÎÉÈÛÐÐ×Ø èÛÎÑùÛÌÛÙÓÈÃ èÛÎÑçÉ×ØÖÍÊìêíøçùè èÃÌ×ÍÖöÇ×Ðçîð÷ûø÷ø èÛÎÑùÍÎÉÈÊÇÙÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ð×ÛÑø×È×ÙÈÓÍÎéÈÍÙÑóÎÆ×ÎÈÍÊ I46PHILIPS IND - LASCO DIVCA FID USTS101619874 WSW3255 E MIRALOMA AVESWEEPS UST N/A 1/8-1/4ANAHEIM, CA 92806 0.249 mi. 1315 ft.Site 11 of 11 in cluster I ùûöóøçéè Relative: öÛÙÓÐÓÈÃóø Lower ê×ÕÇÐÛÈ×ØúÃçèîñû Actual: ê×ÕÇÐÛÈ×ØóøîÍÈÊ×ÌÍÊÈ×Ø 225 ft. ùÍÊÈ×É×ùÍØ×îÍÈÊ×ÌÍÊÈ×Ø éóùùÍØ×îÍÈÊ×ÌÍÊÈ×Ø öÛÙÓÐÓÈÃìÔÍÎ× ïÛÓÐèÍîÍÈÊ×ÌÍÊÈ×Ø ïÛÓÐÓÎÕûØØÊ×ÉÉ ÷ïóêûðíïûûæ÷ ïÛÓÐÓÎÕûØØÊ×ÉÉ îÍÈÊ×ÌÍÊÈ×Ø ïÛÓÐÓÎÕùÓÈÃéÈâÓÌûîûô÷óï ùÍÎÈÛÙÈîÍÈÊ×ÌÍÊÈ×Ø ùÍÎÈÛÙÈìÔÍÎ×îÍÈÊ×ÌÍÊÈ×Ø øçîÉîÇÏÚ×ÊîÍÈÊ×ÌÍÊÈ×Ø îìø÷éîÇÏÚ×ÊîÍÈÊ×ÌÍÊÈ×Ø ÷ìûóøîÍÈÊ×ÌÍÊÈ×Ø ùÍÏÏ×ÎÈÉîÍÈÊ×ÌÍÊÈ×Ø éÈÛÈÇÉûÙÈÓÆ× èù ÉìÛÕ× ïÛÌóøïûìöóîøóîõé øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ×÷øêóøîÇÏÚ×Ê ÷Ð×ÆÛÈÓÍÎéÓÈ×øÛÈÛÚÛÉ×É÷ìûóøîÇÏÚ×Ê PHILIPS IND - LASCO DIV (Continued)S101619874 éå÷÷ìéçéè éÈÛÈÇÉû ùÍÏÌîÇÏÚ×Ê îÇÏÚ×Ê úÍÛÊØíÖ÷ËÇÛÐÓÂÛÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ê×ÖøÛÈ× ûÙÈøÛÈ× ùÊ×ÛÈ×ØøÛÈ× èÛÎÑéÈÛÈÇÉû íÅÎ×ÊèÛÎÑóØ éÅÊÙÚèÛÎÑóØ ûÙÈÆøÛÈ×îÍÈÊ×ÌÍÊÈ×Ø ùÛÌÛÙÓÈÃ èÛÎÑçÉ×çîñîíåî éÈÕå ùÍÎÈ×ÎÈê÷õçðûêçîð÷ îÇÏÚ×ÊíÖèÛÎÑÉ éÈÛÈÇÉû ùÍÏÌîÇÏÚ×Ê îÇÏÚ×Ê úÍÛÊØíÖ÷ËÇÛÐÓÂÛÈÓÍÎîÍÈÊ×ÌÍÊÈ×Ø ê×ÖøÛÈ× ûÙÈøÛÈ× ùÊ×ÛÈ×ØøÛÈ× èÛÎÑéÈÛÈÇÉû íÅÎ×ÊèÛÎÑóØ éÅÊÙÚèÛÎÑóØ ûÙÈÆøÛÈ×îÍÈÊ×ÌÍÊÈ×Ø ùÛÌÛÙÓÈÃ èÛÎÑçÉ×çîñîíåî éÈÕå ùÍÎÈ×ÎÈøó÷é÷ð îÇÏÚ×ÊíÖèÛÎÑÉîÍÈÊ×ÌÍÊÈ×Ø J47S & S POLISHING PLATINGCERCLIS1000130786 North1503 N. MILLER ST.RCRA-LQGCAD079553079 1/4-1/2ANAHEIM, CA 92806FINDS 0.293 mi.CA WDS 1546 ft.Site 1 of 2 in cluster JHIST UST Orange Co. 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MILLER ST. N/A 1/4-1/2ANAHEIM, CA 92806 0.293 mi. 1546 ft.Site 2 of 2 in cluster J ÷îæóêíéèíê Relative: éÓÈ×èÃÌ×÷ÆÛÐÇÛÈÓÍÎ Higher éÓÈ×èÃÌ×ø×ÈÛÓÐ×Ø÷ÆÛÐÇÛÈÓÍÎ Actual: ûÙÊ×É 229 ft. îìðîí ê×ÕÇÐÛÈÍÊÃûÕ×ÎÙÓ×Ééïúêìçé÷ìû ð×ÛØûÕ×ÎÙÃçé÷ìû ìÊÍÕÊÛÏïÛÎÛÕ×Êîóêçìïûéçêãûæûîéôó éÇÌ×ÊÆÓÉÍÊõÊ×ÕôÍÐÏ×É øÓÆÓÉÓÍÎúÊÛÎÙÔùÃÌÊ×ÉÉ öÛÙÓÐÓÈÃóø éÓÈ×ùÍØ× ûÉÉ×ÏÚÐÃ é×ÎÛÈ× éÌ×ÙÓÛÐìÊÍÕÊÛÏ÷ìûìûéó éÈÛÈÇÉûÙÈÓÆ× éÈÛÈÇÉøÛÈ× ê×ÉÈÊÓÙÈ×ØçÉ×îí éÓÈ×ïÕÏÈê×Ëîíî÷éì÷ùóöó÷ø öÇÎØÓÎÕ÷ìûõÊÛÎÈ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ûìîîíî÷éì÷ùóöó÷ø ìÛÉÈçÉ×ï÷èûðìðûèóîõùôêíï÷ï÷èûðìðûèóîõíèô÷ê ìÍÈ×ÎÈÓÛÐùíù ùÍÎÖÓÊÏ×Øùíùîíî÷éì÷ùóöó÷ø ìÍÈ×ÎÈÓÛÐø×ÉÙÊÓÌÈÓÍÎéíóð ûÐÓÛÉîÛÏ× ûÐÓÛÉèÃÌ×÷ìûöêé ûÐÓÛÉîÛÏ× ûÐÓÛÉèÃÌ×÷ÎÆÓÊÍÉÈÍÊóøîÇÏÚ×Ê ûÐÓÛÉîÛÏ× ûÐÓÛÉèÃÌ×ìÊÍÒ×ÙÈùÍØ×éÓÈ×ùÍØ× ùÍÏÌÐ×È×ØóÎÖÍ ùÍÏÌÐ×È×ØûÊ×ÛîÛÏ×îÍÈÊ×ÌÍÊÈ×Ø ùÍÏÌÐ×È×ØéÇÚûÊ×ÛîÛÏ×îÍÈÊ×ÌÍÊÈ×Ø ùÍÏÌÐ×È×ØøÍÙÇÏ×ÎÈèÃÌ×îÍÈÊ×ÌÍÊÈ×Ø ùÍÏÌÐ×È×ØøÛÈ×îÍÈÊ×ÌÍÊÈ×Ø ùÍÏÏ×ÎÈÉîÍÈÊ×ÌÍÊÈ×Ø öÇÈÇÊ×ûÊ×ÛîÛÏ×îÍÈÊ×ÌÍÊÈ×Ø öÇÈÇÊ×éÇÚûÊ×ÛîÛÏ×îÍÈÊ×ÌÍÊÈ×Ø öÇÈÇÊ×øÍÙÇÏ×ÎÈèÃÌ×îÍÈÊ×ÌÍÊÈ×Ø èù ÉìÛÕ× ïÛÌóøïûìöóîøóîõé øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ×÷øêóøîÇÏÚ×Ê ÷Ð×ÆÛÈÓÍÎéÓÈ×øÛÈÛÚÛÉ×É÷ìûóøîÇÏÚ×Ê S&S PLATING (Continued)S108407620 öÇÈÇÊ×øÇ×øÛÈ×îÍÈÊ×ÌÍÊÈ×Ø éÙÔ×ØÇÐ×ûÊ×ÛîÛÏ×ìêíò÷ùèåóø÷ éÙÔ×ØÇÐ×éÇÚûÊ×ÛîÛÏ×îÍÈÊ×ÌÍÊÈ×Ø éÙÔ×ØÇÐ×øÍÙÇÏ×ÎÈèÃÌ×éÓÈ×éÙÊ××ÎÓÎÕ éÙÔ×ØÇÐ×øÇ×øÛÈ× éÙÔ×ØÇÐ×ê×ÆÓÉ×ØøÛÈ×îÍÈÊ×ÌÍÊÈ×Ø K49PRECISION ANODIZING & PLATINGEMI1000143496 North1601 MILLER STENVIROSTOR N/A 1/4-1/2ANAHEIM, CA 92806 0.417 mi. 2202 ft.Site 1 of 3 in cluster K ÷ïó Relative: ã×ÛÊ Higher ùÍÇÎÈÃùÍØ× Actual: ûÓÊúÛÉÓÎéù 233 ft. öÛÙÓÐÓÈÃóø ûÓÊøÓÉÈÊÓÙÈîÛÏ×éù éóùùÍØ× ûÓÊøÓÉÈÊÓÙÈîÛÏ×éíçèôùíûéèûëïø ùÍÏÏÇÎÓÈÃô×ÛÐÈÔûÓÊìÍÐÐÇÈÓÍÎóÎÖÍéÃÉÈ×ÏîÍÈÊ×ÌÍÊÈ×Ø ùÍÎÉÍÐÓØÛÈ×Ø÷ÏÓÉÉÓÍÎê×ÌÍÊÈÓÎÕêÇÐ×îÍÈÊ×ÌÍÊÈ×Ø èÍÈÛÐíÊÕÛÎÓÙôÃØÊÍÙÛÊÚÍÎõÛÉ×ÉèÍÎÉ ãÊ ê×ÛÙÈÓÆ×íÊÕÛÎÓÙõÛÉ×ÉèÍÎÉ ãÊ ùÛÊÚÍÎïÍÎÍÄÓØ×÷ÏÓÉÉÓÍÎÉèÍÎÉ ãÊ îíäíÄÓØ×ÉÍÖîÓÈÊÍÕ×ÎèÍÎÉ ãÊ éíäíÄÓØ×ÉÍÖéÇÐÌÔÇÊèÍÎÉ ãÊ ìÛÊÈÓÙÇÐÛÈ×ïÛÈÈ×ÊèÍÎÉ ãÊ ìÛÊÈïÛÈÈ×Ê ïÓÙÊÍÏ×È×ÊÉéÏÐÐÊèÍÎÉ ãÊ ã×ÛÊ ùÍÇÎÈÃùÍØ× ûÓÊúÛÉÓÎéù öÛÙÓÐÓÈÃóø ûÓÊøÓÉÈÊÓÙÈîÛÏ×éù éóùùÍØ× ûÓÊøÓÉÈÊÓÙÈîÛÏ×éíçèôùíûéèûëïø ùÍÏÏÇÎÓÈÃô×ÛÐÈÔûÓÊìÍÐÐÇÈÓÍÎóÎÖÍéÃÉÈ×ÏîÍÈÊ×ÌÍÊÈ×Ø 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GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY èÔ×çéø×ÌÛÊÈÏ×ÎÈÍÖûÕÊÓÙÇÐÈÇÊ×ªÉçéøûéÍÓÐùÍÎÉ×ÊÆÛÈÓÍÎé×ÊÆÓÙ×éùéÐ×ÛØÉÈÔ×îÛÈÓÍÎÛÐùÍÍÌ×ÊÛÈÓÆ×éÍÓÐ éÇÊÆ×ÃîùééÛÎØÓÉÊ×ÉÌÍÎÉÓÚÐ×ÖÍÊÙÍÐÐ×ÙÈÓÎÕÉÈÍÊÓÎÕÏÛÓÎÈÛÓÎÓÎÕÛÎØØÓÉÈÊÓÚÇÈÓÎÕÉÍÓÐÉÇÊÆ×ÃÓÎÖÍÊÏÛÈÓÍÎ ÖÍÊÌÊÓÆÛÈ×ÐÃÍÅÎ×ØÐÛÎØÉÓÎÈÔ×çÎÓÈ×ØéÈÛÈ×ÉûÉÍÓÐÏÛÌÓÎÛÉÍÓÐÉÇÊÆ×ÃÓÉÛÊ×ÌÊ×É×ÎÈÛÈÓÍÎÍÖÉÍÓÐÌÛÈÈ×ÊÎÉ ÓÎÛÐÛÎØÉÙÛÌ×èÔ×ÖÍÐÐÍÅÓÎÕÓÎÖÍÊÏÛÈÓÍÎÓÉÚÛÉ×ØÍÎéÍÓÐùÍÎÉ×ÊÆÛÈÓÍÎé×ÊÆÓÙ×ééçêõíØÛÈÛ Soil Map ID: 1 éÍÓÐùÍÏÌÍÎ×ÎÈîÛÏ×ï÷èâ éÍÓÐéÇÊÖÛÙ×è×ÄÈÇÊ×ÐÍÛÏÃÉÛÎØ ôÃØÊÍÐÍÕÓÙõÊÍÇÌùÐÛÉÉûôÓÕÔÓÎÖÓÐÈÊÛÈÓÍÎÊÛÈ×ÉéÍÓÐÉÛÊ×Ø××ÌÅ×ÐÐØÊÛÓÎ×ØÈÍ ×ÄÙ×ÉÉÓÆ×ÐÃØÊÛÓÎ×ØÉÛÎØÉÛÎØÕÊÛÆ×ÐÉ éÍÓÐøÊÛÓÎÛÕ×ùÐÛÉÉéÍÏ×ÅÔÛÈ×ÄÙ×ÉÉÓÆ×ÐÃØÊÛÓÎ×Ø ôÃØÊÓÙéÈÛÈÇÉîÍÈÔÃØÊÓÙ ùÍÊÊÍÉÓÍÎìÍÈ×ÎÈÓÛÐçÎÙÍÛÈ×ØéÈ××ÐôÓÕÔ ø×ÌÈÔÈÍú×ØÊÍÙÑïÓÎþ ÓÎÙÔ×É ø×ÌÈÔÈÍåÛÈ×ÊÈÛÚÐ×ïÓÎþ ÓÎÙÔ×É Soil Layer Information Saturated BoundaryClassification hydraulic conductivity LayerUpperLowerSoil Texture ClassAASHTO GroupUnified SoilSoil Reaction micro m/sec(pH) ÓÎÙÔ×ÉÓÎÙÔ×ÉÐÍÛÏÃÉÛÎØõÊÛÎÇÐÛÊùíûêé÷õêûóî÷øïÛÄïÛÄ ÏÛÈ×ÊÓÛÐÉ éíóðééÛÎØÉïÓÎïÓÎ ÌÙÈÍÊÐ×ÉÉéÛÎØÉÅÓÈÔÖÓÎ×É ÌÛÉÉÓÎÕîÍéÓÐÈÃéÛÎØ éÓÐÈÃÍÊ ùÐÛÃ×ÃõÊÛÆ×Ð ÛÎØéÛÎØ ÓÎÙÔ×É ÉÈÊÛÈÓÖÓ×ØÉÛÎØõÊÛÎÇÐÛÊùíûêé÷õêûóî÷øïÛÄïÛÄ ÈÍÖÓÎ×ÉÛÎØÃÏÛÈ×ÊÓÛÐÉ éíóðééÛÎØÉïÓÎïÓÎ ÐÍÛÏÌÙÈÍÊÐ×ÉÉéÛÎØÉÅÓÈÔÖÓÎ×É ÌÛÉÉÓÎÕîÍéÓÐÈÃéÛÎØ éÓÐÈÃÍÊ ùÐÛÃ×ÃõÊÛÆ×Ð ÛÎØéÛÎØ Soil Map ID: 2 éÍÓÐùÍÏÌÍÎ×ÎÈîÛÏ×ìóèé éÍÓÐéÇÊÖÛÙ×è×ÄÈÇÊ××ÄÈÊ×Ï×ÐÃÕÊÛÆ×ÐÐÃÙÍÛÊÉ×ÉÛÎØ ôÃØÊÍÐÍÕÓÙõÊÍÇÌùÐÛÉÉûôÓÕÔÓÎÖÓÐÈÊÛÈÓÍÎÊÛÈ×ÉéÍÓÐÉÛÊ×Ø××ÌÅ×ÐÐØÊÛÓÎ×ØÈÍ ×ÄÙ×ÉÉÓÆ×ÐÃØÊÛÓÎ×ØÉÛÎØÉÛÎØÕÊÛÆ×ÐÉ éÍÓÐøÊÛÓÎÛÕ×ùÐÛÉÉ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY ôÃØÊÓÙéÈÛÈÇÉîÍÈÔÃØÊÓÙ ùÍÊÊÍÉÓÍÎìÍÈ×ÎÈÓÛÐçÎÙÍÛÈ×ØéÈ××ÐîÍÈê×ÌÍÊÈ×Ø ø×ÌÈÔÈÍú×ØÊÍÙÑïÓÎþ ÓÎÙÔ×É ø×ÌÈÔÈÍåÛÈ×ÊÈÛÚÐ×ïÓÎþ ÓÎÙÔ×É Soil Layer Information Saturated BoundaryClassification hydraulic conductivity LayerUpperLowerSoil Texture ClassAASHTO GroupUnified SoilSoil Reaction micro m/sec(pH) ÓÎÙÔ×ÉÓÎÙÔ×É×ÄÈÊ×Ï×ÐÃîÍÈÊ×ÌÍÊÈ×ØîÍÈÊ×ÌÍÊÈ×ØïÛÄïÛÄïÓÎ ÕÊÛÆ×ÐÐÃÙÍÛÊÉ×ïÓÎ ÉÛÎØ ÓÎÙÔ×ÉÓÎÙÔ×É×ÄÈÊ×Ï×ÐÃîÍÈÊ×ÌÍÊÈ×ØîÍÈÊ×ÌÍÊÈ×ØïÛÄïÛÄïÓÎ ÕÊÛÆ×ÐÐÃÉÛÎØïÓÎ Soil Map ID: 3 éÍÓÐùÍÏÌÍÎ×ÎÈîÛÏ×åÛÈ×Ê éÍÓÐéÇÊÖÛÙ×è×ÄÈÇÊ××ÄÈÊ×Ï×ÐÃÕÊÛÆ×ÐÐÃÙÍÛÊÉ×ÉÛÎØ ôÃØÊÍÐÍÕÓÙõÊÍÇÌùÐÛÉÉûôÓÕÔÓÎÖÓÐÈÊÛÈÓÍÎÊÛÈ×ÉéÍÓÐÉÛÊ×Ø××ÌÅ×ÐÐØÊÛÓÎ×ØÈÍ ×ÄÙ×ÉÉÓÆ×ÐÃØÊÛÓÎ×ØÉÛÎØÉÛÎØÕÊÛÆ×ÐÉ éÍÓÐøÊÛÓÎÛÕ×ùÐÛÉÉ ôÃØÊÓÙéÈÛÈÇÉîÍÈÔÃØÊÓÙ ùÍÊÊÍÉÓÍÎìÍÈ×ÎÈÓÛÐçÎÙÍÛÈ×ØéÈ××ÐîÍÈê×ÌÍÊÈ×Ø ø×ÌÈÔÈÍú×ØÊÍÙÑïÓÎþ ÓÎÙÔ×É ø×ÌÈÔÈÍåÛÈ×ÊÈÛÚÐ×ïÓÎþ ÓÎÙÔ×É îÍðÛÃ×ÊóÎÖÍÊÏÛÈÓÍÎÛÆÛÓÐÛÚÐ× LOCAL / REGIONAL WATER AGENCY RECORDS ÷øêðÍÙÛÐ ê×ÕÓÍÎÛÐåÛÈ×ÊûÕ×ÎÙÃÊ×ÙÍÊØÉÌÊÍÆÓØ×ÅÛÈ×ÊÅ×ÐÐÓÎÖÍÊÏÛÈÓÍÎÈÍÛÉÉÓÉÈÈÔ××ÎÆÓÊÍÎÏ×ÎÈÛÐ ÌÊÍÖ×ÉÉÓÍÎÛÐÓÎÛÉÉ×ÉÉÓÎÕÉÍÇÊÙ×ÉÈÔÛÈÏÛÃÓÏÌÛÙÈÕÊÍÇÎØÅÛÈ×ÊÖÐÍÅØÓÊ×ÙÈÓÍÎÛÎØÓÎÖÍÊÏÓÎÕÛÎ ÍÌÓÎÓÍÎÛÚÍÇÈÈÔ×ÓÏÌÛÙÈÍÖÙÍÎÈÛÏÓÎÛÎÈÏÓÕÊÛÈÓÍÎÍÎÎ×ÛÊÚÃØÊÓÎÑÓÎÕÅÛÈ×ÊÅ×ÐÐÉ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY WELL SEARCH DISTANCE INFORMATION øûèûúûé÷é÷ûêùôøóéèûîù÷ÏÓÐ×É ö×Ø×ÊÛÐçéõé ö×Ø×ÊÛÐöêøéìåéî×ÛÊ×ÉÈìåéÅÓÈÔÓÎÏÓÐ× éÈÛÈ×øÛÈÛÚÛÉ× FEDERAL USGS WELL INFORMATION ðíùûèóíî ïûìóøå÷ððóøöêíïèì ú çéõé ïÓÐ×îÍÊÈÔ ûçéõé ïÓÐ×÷î÷ ùçéõé ïÓÐ×åîå öçéõé ïÓÐ×îÍÊÈÔ ô çéõé ïÓÐ×÷é÷ FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION ðíùûèóíî ïûìóøå÷ððóøöêíïèì îÍìåééÃÉÈ×ÏöÍÇÎØ îÍÈ×ìåééÃÉÈ×ÏÐÍÙÛÈÓÍÎÓÉÎÍÈÛÐÅÛÃÉÈÔ×ÉÛÏ×ÛÉÅ×ÐÐÐÍÙÛÈÓÍÎ STATE DATABASE WELL INFORMATION ðíùûèóíî ïûìóøå÷ððóøöêíïèì ûùûøå ïÓÐ×÷î÷ û ïÓÐ×÷î÷ ú ïÓÐ×îî÷ ïÓÐ×îÍÊÈÔ ùûøå ïÓÐ×÷î÷ ùùûøå ïÓÐ×åîå ø ùûøå ïÓÐ×÷î÷ øùûøå ïÓÐ×÷î÷ ÷ ùûøå ïÓÐ×÷î÷ ÷ùûøå ïÓÐ×÷î÷ ùûøå ïÓÐ×éÍÇÈÔ öùûøå ïÓÐ×îÍÊÈÔ ùûøå ïÓÐ×éå ùûøå ïÓÐ×î÷ õ ïÓÐ×éÍÇÈÔ õ ïÓÐ×éÍÇÈÔ õ ïÓÐ×éÍÇÈÔ õ ïÓÐ×éÍÇÈÔ ùûøå ïÓÐ×åéå ùûøå ïÓÐ×î÷ ô ùûøå ïÓÐ×÷é÷ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION ðíùûèóíî ïûìóøå÷ððóøöêíïèì ùûøå ïÓÐ×÷ÛÉÈ OTHER STATE DATABASE INFORMATION STATE OIL/GAS WELL INFORMATION ðíùûèóíî ïûìóøå÷ððóøöêíïèì ùûíõ ïÓÐ×éé÷ ùûíõ ïÓÐ×÷î÷ ùûíõ ïÓÐ×îî÷ ùûíõ ïÓÐ×îå ùûíõ ïÓÐ×÷î÷ ùûíõ ïÓÐ×îå ùûíõ ïÓÐ×éé÷ ùûíõ ïÓÐ×î÷ ùûíõ ïÓÐ×îî÷ ùûíõ ïÓÐ×÷é÷ ùûíõ ïÓÐ×éå ùûíõ ïÓÐ×îå ùûíõ ïÓÐ×÷î÷ ùûíõ ïÓÐ×îîå ûùûíõ ïÓÐ×îÍÊÈÔ ùûíõ ïÓÐ×å×ÉÈ ùûíõ ïÓÐ×î÷ úùûíõ ïÓÐ×îî÷ ùùûíõ ïÓÐ×÷î÷ ú ùûíõ ïÓÐ×îî÷ ú ùûíõ ïÓÐ×îî÷ ø ùûíõ ïÓÐ×îÍÊÈÔ ú ùûíõ ïÓÐ×îî÷ ÷ ùûíõ ïÓÐ×îî÷ ö ùûíõ ïÓÐ×îÍÊÈÔ ùûíõ ïÓÐ×î÷ ö ùûíõ ïÓÐ×îÍÊÈÔ ùûíõ ïÓÐ×îå ù ùûíõ ïÓÐ×÷î÷ û ùûíõ ïÓÐ×îÍÊÈÔ õ ùûíõ ïÓÐ×÷î÷ ô ùûíõ ïÓÐ×îî÷ ø ùûíõ ïÓÐ×îÍÊÈÔ õ ùûíõ ïÓÐ×÷î÷ ø ùûíõ ïÓÐ×îÍÊÈÔ ö ùûíõ ïÓÐ×îÍÊÈÔ ó ùûíõ ïÓÐ×îîå ÷ ùûíõ ïÓÐ×îî÷ ò ùûíõ ïÓÐ×î÷ ò ùûíõ ïÓÐ×î÷ ôùûíõ ïÓÐ×îî÷ ñ ùûíõ ïÓÐ×îî÷ ÷ ùûíõ ïÓÐ×îî÷ ðùûíõ ïÓÐ×îÍÊÈÔ ôùûíõ ïÓÐ×îî÷ óùûíõ ïÓÐ×îîå èù ÉìÛÕ×û GEOCHECK - 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1 Mile Higher ðÍÎÕÓÈÇØ× ðÛÈÓÇØ× éÈÅ×ÐÐÎÍ é å ñ é øÓÉÈÊÓÙÈÙÍ å×ÐÐÇÉ×ÙÍä ùÍÇÎÈÃÙÍ õÅÙÍØ× éÓÈ×ÓØùûøå 12 éÓÈ×óø è ESEAQUIFLOW50947 õÊÍÇÎØÅÛÈ×ÊöÐÍÅééå 1/2 - 1 Mile éÔÛÐÐÍÅåÛÈ×Êø×ÌÈÔîÍÈê×ÌÍÊÈ×Ø Higher ø××ÌåÛÈ×Êø×ÌÈÔîÍÈê×ÌÍÊÈ×Ø ûÆ×ÊÛÕ×åÛÈ×Êø×ÌÈÔ øÛÈ× E13 ENECA WELLSCADW40000005950 1/2 - 1 Mile Higher èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ðÍÎÕÓÈÇØ× ðÛÈÓÇØ× éÈÅ×ÐÐÎÍ é å ñ é øÓÉÈÊÓÙÈÙÍ å×ÐÐÇÉ×ÙÍä ùÍÇÎÈÃÙÍ õÅÙÍØ× éÓÈ×ÓØùûøå E14 ENECA WELLSCADW40000005948 1/2 - 1 Mile Higher ðÍÎÕÓÈÇØ× ðÛÈÓÇØ× éÈÅ×ÐÐÎÍ é å ñ é øÓÉÈÊÓÙÈÙÍ å×ÐÐÇÉ×ÙÍâ ùÍÇÎÈÃÙÍ õÅÙÍØ× éÓÈ×ÓØùûøå 15 SouthCA WELLSCADW40000005897 1/2 - 1 Mile Lower ðÍÎÕÓÈÇØ× ðÛÈÓÇØ× éÈÅ×ÐÐÎÍ é å ï é øÓÉÈÊÓÙÈÙÍ å×ÐÐÇÉ×ÙÍâ ùÍÇÎÈÃÙÍ õÅÙÍØ× éÓÈ×ÓØùûøå F16 NorthFED USGSUSGS3124602 1/2 - 1 Mile Higher ûÕ×ÎÙÃÙØçéõééÓÈ×ÎÍ éÓÈ×ÎÛÏ× é å ö é ðÛÈÓÈÇØ× ÷øêéÓÈ×ÓØçéõé ðÍÎÕÓÈÇØ× ø×ÙÐÛÈ ø×ÙÐÍÎ ùÍÍÊÏ×ÈÔï ùÍÍÊÛÙÙÊéðÛÈÐÍÎÕØÛÈÇÏîûø ø×ÙÐÛÈÐÍÎÕØÛÈÇÏîûø øÓÉÈÊÓÙÈ éÈÛÈ× ùÍÇÎÈÃ ùÍÇÎÈÊÃçéðÛÎØÎ×Èé÷îåé è éê åé ðÍÙÛÈÓÍÎÏÛÌíêûîõ÷ïÛÌÉÙÛÐ× èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ûÐÈÓÈÇØ× ûÐÈÓÈÇØ×Ï×ÈÔÍØð×Æ×ÐÍÊÍÈÔ×ÊÉÇÊÆ×ÃÓÎÕÏ×ÈÔÍØ ûÐÈÓÈÇØ×ÛÙÙÇÊÛÙÃ ûÐÈÓÈÇØ×ØÛÈÇÏîÛÈÓÍÎÛÐõ×ÍØ×ÈÓÙæ×ÊÈÓÙÛÐøÛÈÇÏÍÖ ôÃØÊÍÐÍÕÓÙéÛÎõÛÚÊÓ×ÐùÛÐÓÖÍÊÎÓÛûÊ×Ûÿ ÉËÏÓ èÍÌÍÕÊÛÌÔÓÙÐÍÙÛÐØ×ÌÊ×ÉÉÓÍÎ éÓÈ×ÈÃÌ×õÊÍÇÎØÅÛÈ×ÊÍÈÔ×ÊÈÔÛÎéÌÊÓÎÕøÛÈ×ÙÍÎÉÈÊÇÙÈÓÍÎ øÛÈ×ÓÎÆ×ÎÈÍÊÓ×ØîÍÈê×ÌÍÊÈ×Øï×ÛÎÕÊ××ÎÅÓÙÔÈÓÏ×ÍÖÖÉ×Èìéè ðÍÙÛÐÉÈÛÎØÛÊØÈÓÏ×ÖÐÛÕã èÃÌ×ÍÖÕÊÍÇÎØÅÛÈ×ÊÉÓÈ×éÓÎÕÐ×Å×ÐÐÍÈÔ×ÊÈÔÛÎÙÍÐÐ×ÙÈÍÊÍÊêÛÎÎ×ÃÈÃÌ× ûËÇÓÖ×ÊèÃÌ×îÍÈê×ÌÍÊÈ×Ø ûËÇÓÖ×ÊîÍÈê×ÌÍÊÈ×Ø å×ÐÐØ×ÌÈÔîÍÈê×ÌÍÊÈ×ØôÍÐ×Ø×ÌÈÔ éÍÇÊÙ×ÍÖØ×ÌÈÔØÛÈÛîÍÈê×ÌÍÊÈ×Ø ìÊÍÒ×ÙÈÎÇÏÚ×Ê ê×ÛÐÈÓÏ×ØÛÈÛÖÐÛÕ øÛÓÐÃÖÐÍÅØÛÈÛÚ×ÕÓÎØÛÈ× øÛÓÐÃÖÐÍÅØÛÈÛ×ÎØØÛÈ× øÛÓÐÃÖÐÍÅØÛÈÛÙÍÇÎÈ ì×ÛÑÖÐÍÅØÛÈÛÚ×ÕÓÎØÛÈ× ì×ÛÑÖÐÍÅØÛÈÛ×ÎØØÛÈ× ì×ÛÑÖÐÍÅØÛÈÛÙÍÇÎÈ åÛÈ×ÊËÇÛÐÓÈÃØÛÈÛÚ×ÕÓÎØÛÈ× åÛÈ×ÊËÇÛÐÓÈÃØÛÈÛ×ÎØØÛÈ× åÛÈ×ÊËÇÛÐÓÈÃØÛÈÛÙÍÇÎÈ õÊÍÇÎØÅÛÈ×ÊØÛÈÛÚ×ÕÓÎØÛÈ× õÊÍÇÎØÅÛÈ×ÊØÛÈÛ×ÎØØÛÈ× õÊÍÇÎØÅÛÈ×ÊØÛÈÛÙÍÇÎÈ õÊÍÇÎØÅÛÈ×ÊÐ×Æ×ÐÉîÇÏÚ×ÊÍÖï×ÛÉÇÊ×Ï×ÎÈÉ ö××ÈÚ×ÐÍÅö××ÈÈÍ øÛÈ×éÇÊÖÛÙ×é×ÛÐ×Æ×Ð F17 NorthCA WELLSCADW40000005964 1/2 - 1 Mile Higher ðÍÎÕÓÈÇØ× ðÛÈÓÇØ× éÈÅ×ÐÐÎÍ é å ö é øÓÉÈÊÓÙÈÙÍ å×ÐÐÇÉ×ÙÍâ ùÍÇÎÈÃÙÍ õÅÙÍØ× éÓÈ×ÓØùûøå 18 SWCA WELLSCADW40000005910 1/2 - 1 Mile Lower ðÍÎÕÓÈÇØ× ðÛÈÓÇØ× éÈÅ×ÐÐÎÍ é å õ é øÓÉÈÊÓÙÈÙÍ å×ÐÐÇÉ×ÙÍâ ùÍÇÎÈÃÙÍ õÅÙÍØ× éÓÈ×ÓØùûøå èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ïÛÌóø øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ× ÷Ð×ÆÛÈÓÍÎøÛÈÛÚÛÉ×÷øêóøîÇÏÚ×Ê 19 NECA WELLSCADW40000005957 1/2 - 1 Mile Higher ðÍÎÕÓÈÇØ× ðÛÈÓÇØ× éÈÅ×ÐÐÎÍ é å ñ é øÓÉÈÊÓÙÈÙÍ å×ÐÐÇÉ×ÙÍç ùÍÇÎÈÃÙÍ õÅÙÍØ× éÓÈ×ÓØùûøå 20 éÓÈ×óø è SWAQUIFLOW34011 õÊÍÇÎØÅÛÈ×ÊöÐÍÅîÍÈê×ÌÍÊÈ×Ø 1/2 - 1 Mile éÔÛÐÐÍÅåÛÈ×Êø×ÌÈÔîÍÈê×ÌÍÊÈ×Ø Lower ø××ÌåÛÈ×Êø×ÌÈÔîÍÈê×ÌÍÊÈ×Ø ûÆ×ÊÛÕ×åÛÈ×Êø×ÌÈÔ øÛÈ× G21 SouthCA WELLS3794 1/2 - 1 Mile Lower Water System Information: ìÊÓÏ×éÈÛÈÓÍÎùÍØ× é å çÉ×Êóøè÷÷ öêøéîÇÏÚ×Ê ùÍÇÎÈÃíÊÛÎÕ× øÓÉÈÊÓÙÈîÇÏÚ×Ê éÈÛÈÓÍÎèÃÌ×å÷ðð ûïúîè ïçî óîèûñ÷ éçììðã åÛÈ×ÊèÃÌ×å×ÐÐ õÊÍÇÎØÅÛÈ×Êå×ÐÐéÈÛÈÇÉûÚÛÎØÍÎ×Ø éÍÇÊÙ×ðÛÈ ðÍÎÕ ìÊ×ÙÓÉÓÍÎçÎØ×ÖÓÎ×Ø éÍÇÊÙ×îÛÏ×å÷ðð ûúûîøíî÷ø éÃÉÈ×ÏîÇÏÚ×Ê éÃÉÈ×ÏîÛÏ×ùÓÈÃÍÖûÎÛÔ×ÓÏ íÊÕÛÎÓÂÛÈÓÍÎèÔÛÈíÌ×ÊÛÈ×ÉéÃÉÈ×Ï ìíúíä ûîûô÷óïùû ìÍÌé×ÊÆ×Ø ùÍÎÎ×ÙÈÓÍÎÉ ûÊ×Ûé×ÊÆ×Øûîûô÷óï G22 SouthCA WELLS3792 1/2 - 1 Mile Lower Water System 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öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ 5 ENEOIL_GASCAOG60000021583 1/4 - 1/2 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊùÔ×ÆÊÍÎçéûóÎÙ ð×ÛÉ×ú×ÎÎ×ÈÈå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ 6 NWOIL_GASCAOG60000021647 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊùÔ×ÆÊÍÎçéûóÎÙ ð×ÛÉ×êÇÈÔðåÓÐÐÓÛÏÉå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ 7 SSEOIL_GASCAOG60000021397 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊõÇÐÖíÓÐùÍÊÌ ð×ÛÉ×åÓÐ×Ãå×ÐÐÎÍ öÓ×ÐØíêûîõ÷ùíçîèãùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌåéÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎéêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ïÛÌóø øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ× øÛÈÛÚÛÉ×÷øêóøîÇÏÚ×Ê 8 NEOIL_GASCAOG60000021708 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊùÔÊÓÉÈÍÌÔ×ÊíÓÐùÍ ð×ÛÉ×ûçåå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ 9 NNEOIL_GASCAOG60000021918 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊõ×ÊÈÓ×ðú×ÎÎ×ÈÈ ð×ÛÉ×ú×ÎÎ×ÈÈå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ 10 ESEOIL_GASCAOG60000021479 1/2 - 1 Mile èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊùÔ×ÆÊÍÎçéûóÎÙ ð×ÛÉ×é×ÛÚÍÛÊØçÎÓÆ×ÊÉÛÐùÔÊÓÉÈ×ÎÉ×Îå×ÐÐÎÍ öÓ×ÐØíêûîõ÷ùíçîèãùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌåéÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎéêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ 11 SWOIL_GASCAOG60000021396 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊèÔ×éÇÌ×ÊÓÍÊíÓÐùÍ ð×ÛÉ×øÛÆÓÉå×ÐÐÎÍ öÓ×ÐØíðóæ÷ùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌåéÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎéêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ 12 NWOIL_GASCAOG60000021871 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊùÔ×ÆÊÍÎçéûóÎÙ ð×ÛÉ×øÍÅÐÓÎÕå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ 13 ENEOIL_GASCAOG60000021594 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊùûéìîÍ ð×ÛÉ×ìÐÛÙ×ÎÈÓÛçÎÓÈå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ 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öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ 17 NEOIL_GASCAOG60000022034 1/2 - 1 Mile èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊ÷ÄÄÍÎïÍÚÓÐùÍÊÌ ð×ÛÉ×îÍÈê×ÌÍÊÈ×Øå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ B18 NNEOIL_GASCAOG60000022170 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ C19 ENEOIL_GASCAOG60000021727 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊõÊ×ÑÛéïæóÎÙ ð×ÛÉ×ê×ØÇå×ÐÐÎÍâå öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØù éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ B20 NNEOIL_GASCAOG60000022172 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ B21 NNEOIL_GASCAOG60000022169 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ïÛÌóø øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ× øÛÈÛÚÛÉ×÷øêóøîÇÏÚ×Ê D22 NorthOIL_GASCAOG60000022243 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ B23 NNEOIL_GASCAOG60000022217 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ E24 NNEOIL_GASCAOG60000022244 1/2 - 1 Mile èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ F25 NorthOIL_GASCAOG60000022281 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ 26 NEOIL_GASCAOG60000021962 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊùÔ×ÆÊÍÎçéûóÎÙ ð×ÛÉ×éÙÔÓÐÐÓÎÕå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ F27 NorthOIL_GASCAOG60000022286 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ 28 NWOIL_GASCAOG60000021858 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊùÔ×ÆÊÍÎçéûóÎÙ ð×ÛÉ×øÍÅÐÓÎÕå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ïÛÌóø øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ× øÛÈÛÚÛÉ×÷øêóøîÇÏÚ×Ê C29 ENEOIL_GASCAOG60000021787 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊõÊ×ÑÛéïæóÎÙ ð×ÛÉ×ê×ØÇå×ÐÐÎÍâ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØù éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ A30 NorthOIL_GASCAOG60000022297 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ G31 ENEOIL_GASCAOG60000021700 1/2 - 1 Mile èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊèÔ×éÇÌ×ÊÓÍÊíÓÐùÍ ð×ÛÉ×õÊÓÖÖÓÈÔå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ H32 NNEOIL_GASCAOG60000022204 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ D33 NorthOIL_GASCAOG60000022339 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ G34 ENEOIL_GASCAOG60000021730 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊõÊ×ÑÛéïæóÎÙ ð×ÛÉ×ê×ØÇå×ÐÐÎÍâ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØù éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ D35 NorthOIL_GASCAOG60000022351 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ïÛÌóø øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ× øÛÈÛÚÛÉ×÷øêóøîÇÏÚ×Ê F36 NorthOIL_GASCAOG60000022355 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ I37 NNWOIL_GASCAOG60000022321 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊùÔ×ÆÊÍÎçéûóÎÙ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍû öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ E38 NNEOIL_GASCAOG60000022310 1/2 - 1 Mile èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ J39 NEOIL_GASCAOG60000022147 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊùöéÇØØÇÈÔ ð×ÛÉ×å×ÈÂ×Ðå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ J40 NEOIL_GASCAOG60000022153 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊïÍÊÊÓÉôÛÊÊÓÉ ð×ÛÉ×å×ÈÂ×Ðå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ H41 NNEOIL_GASCAOG60000022293 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ K42 NNEOIL_GASCAOG60000022208 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ïÛÌóø øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ× øÛÈÛÚÛÉ×÷øêóøîÇÏÚ×Ê E43 NNEOIL_GASCAOG60000022364 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ L44 NorthOIL_GASCAOG60000022379 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ H45 NNEOIL_GASCAOG60000022256 1/2 - 1 Mile èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ I46 NNWOIL_GASCAOG60000022368 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊùÔ×ÆÊÍÎçéûóÎÙ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ M47 ENEOIL_GASCAOG60000021790 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊõÊ×ÑÛéïæóÎÙ ð×ÛÉ×ê×ØÇå×ÐÐÎÍâ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØù éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ 48 NNWOIL_GASCAOG60000022295 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊôÛÏÓÐÈÍÎÛÎØéÔ×ÊÏÛÎ ð×ÛÉ×ñÊÛ×Ï×Êå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ 49 SouthOIL_GASCAOG60000021314 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊûÏ×ÊÓÙÛÎìÛÙÓÖÓÙóÎÈ×ÊÎÛÈÓÍÎÛÐóÎÙ ð×ÛÉ×çÊÓÙÔíÓÐùÍéÌ×ÙÈÊÇÏøÛÆÓØÉÍÎå×ÐÐÎÍ öÓ×ÐØíêûîõ÷ùíçîèãùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌåéÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎéêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ïÛÌóø øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ× øÛÈÛÚÛÉ×÷øêóøîÇÏÚ×Ê G50 ENEOIL_GASCAOG60000021721 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊõÊ×ÑÛéïæóÎÙ ð×ÛÉ×ê×ØÇå×ÐÐÎÍâ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØù éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ H51 NNEOIL_GASCAOG60000022299 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ N52 ENEOIL_GASCAOG60000021652 1/2 - 1 Mile èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊõÊ×ÑÛéïæóÎÙ ð×ÛÉ×ê×ØÇå×ÐÐÎÍâå öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØù éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ G53 ENEOIL_GASCAOG60000021731 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊõÊ×ÑÛéïæóÎÙ ð×ÛÉ×ê×ØÇå×ÐÐÎÍâå öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØù éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ H54 NNEOIL_GASCAOG60000022300 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ L55 NorthOIL_GASCAOG60000022403 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ I56 NNWOIL_GASCAOG60000022376 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊúÓÉÔÍÌíÓÐùÍ ð×ÛÉ×îÍÈê×ÌÍÊÈ×Øå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ïÛÌóø øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ× øÛÈÛÚÛÉ×÷øêóøîÇÏÚ×Ê O57 NNEOIL_GASCAOG60000022352 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ P58 NorthOIL_GASCAOG60000022414 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ Q59 NorthOIL_GASCAOG60000022402 1/2 - 1 Mile èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ L60 NorthOIL_GASCAOG60000022411 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ P61 NorthOIL_GASCAOG60000022416 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ K62 NNEOIL_GASCAOG60000022284 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ Q63 NorthOIL_GASCAOG60000022412 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ïÛÌóø øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ× øÛÈÛÚÛÉ×÷øêóøîÇÏÚ×Ê O64 NNEOIL_GASCAOG60000022382 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ M65 ENEOIL_GASCAOG60000021844 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊõÊ×ÑÛéïæóÎÙ ð×ÛÉ×ê×ØÇå×ÐÐÎÍâ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØù éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ J66 NNEOIL_GASCAOG60000022225 1/2 - 1 Mile èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊùÔ×ÆÊÍÎçéûóÎÙ ð×ÛÉ×îÍÈê×ÌÍÊÈ×Øå×ÐÐÎÍ ú öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ N67 ENEOIL_GASCAOG60000021619 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊõÊ×ÑÛéïæóÎÙ ð×ÛÉ×ê×ØÇå×ÐÐÎÍâå öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØù éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ I68 NNWOIL_GASCAOG60000022398 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊùÔ×ÆÊÍÎçéûóÎÙ ð×ÛÉ×ñÊÛ×Ï×Êö××å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ K69 NNEOIL_GASCAOG60000022273 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊúÊÓØÕ×ÏÛÊÑùÍÊÌ ð×ÛÉ×åêñâçè×ÄÛÙÍúÊÛØÖÍÊØóå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ M70 ENEOIL_GASCAOG60000021792 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊõÊ×ÑÛéïæóÎÙ ð×ÛÉ×ê×ØÇå×ÐÐÎÍâ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØù éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ïÛÌóø øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ× øÛÈÛÚÛÉ×÷øêóøîÇÏÚ×Ê R71 NNEOIL_GASCAOG60000022404 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ O72 NNEOIL_GASCAOG60000022405 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ P73 NorthOIL_GASCAOG60000022460 1/2 - 1 Mile èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊùÔ×ÆÊÍÎçéûóÎÙ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ 74 NEOIL_GASCAOG60000022161 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊïÍÊÊÓÉôÛÊÊÓÉ ð×ÛÉ×óÊÅÓÎå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ P75 NorthOIL_GASCAOG60000022464 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ S76 NNEOIL_GASCAOG60000022334 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ Q77 NorthOIL_GASCAOG60000022452 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ïÛÌóø øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ× øÛÈÛÚÛÉ×÷øêóøîÇÏÚ×Ê Q78 NorthOIL_GASCAOG60000022462 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ Q79 NorthOIL_GASCAOG60000022456 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ P80 NorthOIL_GASCAOG60000022471 1/2 - 1 Mile èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ O81 NNEOIL_GASCAOG60000022388 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ ú öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ 82 NEOIL_GASCAOG60000021919 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊõÊ×ÑÛéïæóÎÙ ð×ÛÉ×ê×ØÇå×ÐÐÎÍäå öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØù éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ T83 NNEOIL_GASCAOG60000022264 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊúÊÓØÕ×ÏÛÊÑùÍÊÌ ð×ÛÉ×åêñâçè×ÄÛÙÍúÊÛØÖÍÊØóÓå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ M84 ENEOIL_GASCAOG60000021851 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊõÊ×ÑÛéïæóÎÙ ð×ÛÉ×ê×ØÇå×ÐÐÎÍâå öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØù éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ïÛÌóø øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ× øÛÈÛÚÛÉ×÷øêóøîÇÏÚ×Ê O85 NNEOIL_GASCAOG60000022410 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ U86 NorthOIL_GASCAOG60000022469 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ V87 ENEOIL_GASCAOG60000021734 1/2 - 1 Mile èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊõÊ×ÑÛéïæóÎÙ ð×ÛÉ×ê×ØÇå×ÐÐÎÍâ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØù éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø 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NNEOIL_GASCAOG60000022448 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÕÌÉ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ èù ÉìÛÕ×û GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS ïÛÌóø øÓÊ×ÙÈÓÍÎ øÓÉÈÛÎÙ× øÛÈÛÚÛÉ×÷øêóøîÇÏÚ×Ê U92 NorthOIL_GASCAOG60000022489 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊñÊÛ×Ï×ÊóóìÛÊÈÎ×ÊÉ ð×ÛÉ×ñÊÛ×Ï×Ê å×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø øÓÉÈÊÓÙÈéÓÈ×ÓØùûíõ S93 NNEOIL_GASCAOG60000022337 1/2 - 1 Mile ûÌÓÎÇÏÚ×Ê íÌ×ÊÛÈÍÊùÔ×ÆÊÍÎçéûóÎÙ ð×ÛÉ×úÊÛØÖÍÊØå×ÐÐÎÍ öÓ×ÐØêóùôöó÷ðøùÛÍÕÏ îÍÈê×ÌÍÊÈ×Ø ïÛÌ éÈÛÈÇÉÙÍØ éÍÇÊÙ×ÔÇØ ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× ðÛÈÓÈÇØ× ðÍÎÕÓÈÇØ× èØ é×Ù èÅÎ éêÕ×å úÏéú äÙÍÍÊØ ãÙÍÍÊØ âÍÎ×îÍÈê×ÌÍÊÈ×ØéÌÇØØÛÈ× ûÚÛÎØØÛÈ× ùÍÏÏ×ÎÈÉîÍÈê×ÌÍÊÈ×Ø 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ñéöÿèÔÍÇÉÛÎØéËÇÛÊ×ö××È éÌ×ÙÓÛÐÈÃê×ÈÛÓÐûïèÊÓÌõ×Î×ÊÛÈÓÍÎÎÍÈÕÓÆ×Î èÊÓÌõ×Î×ÊÛÈÓÍÎÙÍÏÌÛÊÓÉÍÎÖÍÊÖÛÓÊÉÔÛÊ×ÙÛÐÙÉÄÐÉÅ××ÑØÛÃèõ ìï 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 ûèèûùôï÷îèîí êô éù éöê êô éù êô éù éöê éöê êô éù éöê êô éù êô éù êô éù éöê éöê êô éù éöê éöê êô éù êô éù éöê éöê êô éù êô éù éöê éöê êô éù éöê êô éù êô éù æûùûîè éöê êô éù êô éù éöê éöê êô éù êô éù éöê éöê êô éù êô éù éöê éöê êô éù êô éù êô éù éöê éöê æûùûîè êô éù êô éù ø÷æ éöê æûùûîè êô éù êô éù éöê êô éù æûùûîè êô éù éöê éöê êô éù êô éù éöê éöê êé éù êô éù éöê éöê êé éù éöê êô éù êï éù êïéù éöê ùíîøíïóîóçïé èíåîôíçé÷é ùíîøí øç û×ÊÓÛÐìÔÍÈÍ ïÛÃ ûìî éÇÚÒ×ÙÈìÊÍÌ×ÊÈÃ ø÷æ ÷ÛÉÈô×ÎÎÓÎÕæÓ×Åè×ÊÊÛÙ× ûèèûùôï÷îèîí û×ÊÓÛÐìÔÍÈÍ ïÛÃ ûìî éÇÚÒ×ÙÈìÊÍÌ×ÊÈÃ ø÷æ ÷ÛÉÈô×ÎÎÓÎÕæÓ×Åè×ÊÊÛÙ× ÅÜÎßÚÌÃ ßÌÌßÝØÓÛÒÌ ÒÑò î RESOLUTION NO. PC2010-*** A RESOLUTION OF THE ANAHEIM CITY PLANNING COMMISSION APPROVING A MITIGATED NEGATIVE DECLARATION AND TENTATIVE PARCEL MAPNO.2009-127 (DEV2010-00085) (6115 EAST HENNING VIEW TERRACE) WHEREAS, the Anaheim City Planning Commission did receive a verified Petition for Tentative Parcel MapNo.2009-127,to subdivide the subject property into four parcels and remove up to 36 specimen trees to construct three single-family residenceson a 4.8- acresite for certainreal property situated in the City of Anaheim, County of Orange, State of California, shown on Exhibit “A”, attached hereto and incorporated herein by this reference; WHEREAS, this property is currently developed withone single-family residence,located in theRH-2(SC) (Single-Family Hillside Residential, Scenic Corridor Overlay)Zoneand the Anaheim General Plan designates this property for Estate Density residentialland uses; and WHEREAS, the Planning Commission did hold a public hearing at the Civic Center in the City of Anaheim onFebruary 28, at 5:00p.m., notice of said public hearing having been duly given as required by law and in accordance with the provisions of the Anaheim Municipal Code, Chapter 18.60 “Procedures”, to hear and consider evidence for and against said proposed conditional use permitand to investigate and make findings and recommendations in connection therewith; and WHEREAS, said Commission, after due inspection, investigation and study made byitself and in its behalf, and after due consideration of all evidence and reports offered at said hearing, does find and determine the following facts: 1.That the proposed tentative parcel map, including its design and improvements, is consistent with the City of Anaheim General Plan designation Estate Density residential land use. 2.That the site is physically suitable for the proposed type of development at the proposed density and therefore would not cause public health or safety problems or environmentaldamage. 3.That the design of the subdivision and the proposed improvements are not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat. 4.That the design of the subdivision or the type of improvements is not likely to cause serious public health problems. 5.That the design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of property within the proposedsubdivision. -1-PC2010-*** NOW, THEREFORE, BE IT RESOLVED, the AnaheimCityPlanning Commission has reviewed the proposal and does hereby find that the Mitigated Negative Declaration and the associated Mitigation Measures included as conditionsof approvalis adequate to serve as the required environmental documentation in connection with this request upon finding that the declaration reflects the independent judgment of the lead agency and that it has considered the Mitigated Negative Declaration together with any comments received during the public review process and further finding on the basis of the initial study and any comments received that there is no substantial evidence that the project will have a significant effect on the environment. BE IT FURTHER RESOLVED that the Planning Commission does hereby grant the subject Petition for Tentative Parcel Map 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: 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 thisapplication constitutes approval of the proposed request only to the extent that itcomplies 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. BE IT FURTHER RESOLVED that the applicant is responsible for paying all charges related to the processing of this discretionary case application within 15 days of the issuance of the final invoice. Failure to pay all charges shall result in the revocation of the approval of this application. THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting ofFebruary 28, 2011. 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. CHAIRMAN, ANAHEIM CITY PLANNING COMMISSION ATTEST: SENIOR SECRETARY, ANAHEIM CITY PLANNING COMMISSION -2-PC2011-*** STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Grace Medina,Senior Secretary of the Anaheim City Planning Commission, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Anaheim City PlanningCommission held onFebruary 28, 2011,by the following vote of the members thereof: AYES:COMMISSIONERS: NOES:COMMISSIONERS: ABSENT:COMMISSIONERS: th IN WITNESS WHEREOF, I have hereunto set my hand this28day ofFebruary,2011. SENIOR SECRETARY, ANAHEIM CITY PLANNING COMMISSION -3-PC2011-*** -4-PC2011-*** ÛÈØ×Þ×Ì Þ ÌÛÒÌßÌ×ÊÛ ÐßÎÝÛÔ ÓßÐ ÒÑò îððçóïîé øÜÛÊîðïðóðððèë÷ NOTE:Mitigation Measuresare incorporated into these conditions of approval and are identified by the mitigation measure number below applicable condition numbers. Í×ÙÒÛÜ ÒÑò ÝÑÒÜ×Ì×ÑÒÍ ÑÚ ßÐÐÎÑÊßÔ ÎÛÊ×ÛÉ ÞÇ ÑÚÚ ÞÇ PRIOR TO FINAL PARCEL MAP APPROVAL 1That prior to Final Parcel Map approval, a Public Works maintenance covenant, shall be submitted to Department– Development Services and approved by the City Development Attorney's office. The covenant shall include Services provisions for maintenance of private facilities, Planning Department including compliance with approved Water Quality –Building Division Management Plan, and a maintenance exhibit. The covenant shall be recorded concurrently with the final map. 2The Final Parcel Map shall reserve utilities, Public Works drainage and vehicular access easements and the Department – following agreements are required:Development A conformed copy or a copy of agreements to Services record easement deeds is required: Prior to selling parcel 1: easement over parcel 1for ingress and egress, utilities and drainage in favor of parcels 2, 3 and 4; Prior to selling parcel 2: easement over parcel 2 for ingress and egress, and utilities in favor of parcels 1, 3 and 4; and drainage in favor of parcels 3, and 4; Prior to selling parcel 3: easement over parcel 3 for ingress and egress, and utilities in favor of parcels 1, 2, and 4; and drainage in favor of parcel 4; Prior to selling parcel 4: easement over parcel 4 for ingress and egress, and utilities in favor of parcels 1, 2, and 3 and drainage in favor of parcel 3; -5-PC2011-*** 3That prior to Final Parcel Map approval, the legal Public Works property owner shall execute a Subdivision Department – Agreement, in a form approved by the City Development Attorney, to complete any required public Services improvements at the legal property owner’s expense. Said agreement shall be submitted to the Public Works Department, Subdivision Section approved by the City Attorney and City Engineer. PRIOR TO ISSUANCE OF A GRADINGPERMIT 4A qualified geotechnical engineer and engineering Planning Department (GEO-1)geologist shall be retained by the Project –Building Division Applicant to review the permit grading plans and foundation plans/designs for the project and prepare a final permit level geotechnical investigation for review and approval by the city. The design recommendations in the report shall ensure that subdrain outlets avoid potential conflicts with underground utilitieswithin the proposed roadway. In addition, the report shall include an analysis of active earth pressure due to adversely-oriented bedding and the results incorporated in recommendations for active earth pressures. 5The private street configuration shall conform to Public Works PW Standard Detail No. 162, the hammerhead Department – turnaround shall meet PW Standard Detail No. Development 476,andthe private street grade shall not exceed Services Public Works Street Design Manualand Fire Anaheim Fire Department access requirements.Department PRIOR TO ISSUANCE OF A GRADING PERMITOR COMMENCEMENT OF CONSTRUCTION, WHICHEVER OCCURS FIRST 6Planning Department A qualified paleontologist shall be retained by the (CULT-2)–Building Division Project Applicant and approved by the City of Anaheim prior to any grading activities to develop and execute a paleontological monitoring plan. A qualified paleontologist is here defined as a paleontologist meeting the qualifications established by the Society ofVertebrate Paleontologists. The paleontologist shall conduct the following tasks: A.The paleontologist shall attend a pre-grade meeting in order to become familiar with the proposed depths and patterns of grading of the study area and whether excavations would impact the older deposits of Quaternary alluvium within the study area. -6-PC2011-*** B.The paleontologist shall establish a curation agreement with an accredited facility prior to the initiation of ground- disturbing activities. C.A paleontological monitor, supervised by the paleontologist, shall monitor all ground-disturbing activities that impact the older deposits of Quaternary alluvium associated the implementation of the proposed project. If fossils are found during ground-disturbing activities, the paleontological monitor shall be empowered to halt the ground-disturbing activities within 25 feet of the find in order to allow evaluation of the find and determination of appropriate treatment. D.The paleontologist shall prepare a final report on the monitoring. If fossils were identified, the report shall contain an appropriate description of the fossils, treatment, and curation. A copy of the report shall be filed with the Project Applicant, the City of Anaheim, and the Natural History Museum of Los Angeles County, and shall accompany any curated fossils. ONGOING DURING GROUND DISTURBING CONSTRUCTION-RELATED ACTIVITES; AND POTENTIALLY POST-CONSTRUCTION SHOULD RESOURCES BE ENCOUNTERED 7If archaeological resources are encountered during Planning Department (CULT-1)implementation of the project, ground-disturbing –Building Division activities shall temporarily be redirected from the vicinity of the find. The Project Applicant and/or contractor shall immediately notify the City of Anaheim and a qualified archaeologist of the find. The archaeologist shall coordinate with the Project Applicant as to the immediate treatment of the find until a proper site visit and evaluation is made by the archaeologist. The archaeologist shall be allowed to temporarily divert or redirect grading or excavation activities in the vicinity in order to make an evaluation of the find and determine appropriate treatment. Treatment shall include the goals of preservation where practicable and public interpretation of historic and archaeological resources. All cultural resources recovered shall be documented on California Department of Parks and Recreation Site Forms to be filed with the CHRIS-SCCIC. The archaeologist shall prepare a final report about the find to be filed with the -7-PC2011-*** Project Applicant, City of Anaheim, and the CHRIS-SCCIC, as required by the California Office of Historic Preservation. The report shall include documentation and interpretation of resources recovered. Interpretation shall include full evaluation of the eligibility with respect to the National and California Register of Historic Places and CEQA. The report shall also include all specialists’ reports as appendices. The City of Anaheim shall designate repositories in the event that significant resources are recovered. The archaeologist shall also determine the need for archaeological monitoring for any ground- disturbing activities thereafter. PRIOR TO PROJECT PLAN APPROVAL 8Project buildings shall be constructed to exceed Planning Department (GHG-1)Title 24 requirements by ten percent. The Project –Building Division shall also include energy efficiency measures by incorporating green building materials which allows for reduced Project energy demand. 9The project shall reduce GHG emissions from Planning Department (GHG-2)electricity by reducing energy demand through the –Building Division installation of Energy Star appliances, lighting, and energy-saving windows. 10The project shall incorporate efficient water Planning Department (GHG-3)management practices, such as hydrozoning by –Building Division grouping plants with the same water needs. This strategy in addition to incorporating drought resistant or low-water plants and water-efficient irrigation techniques, shall reduce the use of potable water by 50 percent. 11At least 75 percent of construction waste (by Planning Department (GHG-4)weight) shall be recycled.–Building Division 12The project shall plant shade trees on the project Planning Department (GHG-5)site to decrease Project energy demand.–Building Division 13The legal owner of subject property shall provide Public Utilities the City of Anaheim a Public Utilities easement for facilities (transformer and high voltage line) installed on private property with dimensions as shown on approved utility service plan. ONGOING DURING GRADING AND CONSTRUCTION 14Water exposed surfaces at least two times a day Planning Department (AIR-1)under calm conditions. Water as often as needed –Building Division on windy days when winds are less than 25 miles per hour or during very dry weather in order to -8-PC2011-*** maintain a surface crust and prevent the release of visible emissions from the construction site. 15All trucks hauling dirt, sand, soil or other loose Public Works (AIR-2)materials off-site shall be covered or wetted or Department – shall maintain at least two feet of freeboard (i.e., Development minimum vertical distance between the top of the Services material and the top of the truck). Wash mud-Planning Department covered tires and under-carriages of trucks leaving –Building Division construction sites. 16Adjacent streets shall be swept, as needed, to Public Works (AIR-3)remove dirt dropped by construction vehicles or Department – mud that would otherwise be carried off by trucks Development departing the site.Services Planning Department –Building Division 17All earth moving or excavation activities shall be Planning Department (AIR-4)discontinued during periods of high winds (i.e., –Building Division greater than 25 mph), so as to prevent excessive amounts of dust. 18General contractors shallensure that all Planning Department (AIR-5)construction equipment be properly tuned and –Building Division maintained in accordance with manufacturer’s specifications. 19All construction vehicles shall be prohibited from Planning Department (AIR-6)idling in excess of five minutes, both on-and off-–Building Division site. Signs shall be posted limiting idling to five minutes. 20The geotechnical engineer and engineering Planning Department (GEO-2)geologist shall assess the field conditions during –Building Division grading phases when soil and geologic conditions in the excavations become exposed. When appropriate or as requested by the city, the geotechnical engineer shall provide structure- specific geologic and geotechnical recommendations which shall be documented in a report to be appended to the project’s geotechnical investigation submitted with the grading plans for permits. PRIOR TO ISSUANCE OF FIRST BUILDING PERMIT 21An Improvement Certificate shall be placed on the Public Works Parcel Map to notify future property owners that Department – plans for the private street, private sewer, drainage Development improvements and water services improvements Services shall be submitted for review and bonds shall be posted prior to the first building permit on Parcels -9-PC2011-*** 2, 3 or 4. The improvements shall be complete prior to the first final building inspection on Parcels 2, 3 or 4. 22Prior to issuance of the first building permitand Public Works right-of-way construction permit for the storm Department – drain and sewer, whichever occurs first, a Save Development Harmless in-lieu of Encroachment Agreement is Services required to be recorded on the property for any private storm drains connecting to a City storm drain. PRIOR TO FINAL BUILDING AND ZONING INSPECTIONS 23The private drive shall be posted with “No Parking Planning Department Any Time.” Said information shall be specifically –Planning Services shown on plans submitted for building permits. 24Project shall record CCR’s to include trash Public Works (utility) easement access and storage location of Department –Streets barrels and placement of barrels for collection. and Sanitation GENERAL 25Property to be served with underground utilities Public Utilities per the City of Anaheim Underground Policy.Electrical Engineering 26Service connection fees to be paid to City of PublicUtilities Anaheim as determined by the City of Anaheim’s Electrical Rates, Rules, and Regulations.Engineering 27The subject property shall be developed Planning Department substantially in accordance with plans and –Planning Services specifications submitted to the City of Anaheim by the petitioner and which plans are on file with the Planning Department marked Exhibit Nos.1-8 (Site Plans, Floor Plans, Elevations, Specimen Tree Removal Plans)and as conditioned herein. -10-PC2011-*** ßÌÌßÝØÓÛÒÌ ÒÑò í öóîûðóîóèóûðéèçøã ïóèóõûè÷øî÷õûèóæ÷ø÷ùðûêûèóíî ÷ôæè ÷îîóîõó÷å÷êêûù÷ çéöêì îóèóîõð÷ûïóðã÷éóø÷îèóûðêíò÷ùè ùûù óèãíöîûô÷óïûðóöíêîóû ö ÷úêçûêã öóîûðóîóèóûðéèçøã ïóèóõûè÷øî÷õûèóæ÷ø÷ùðûêûèóíî ÷ôæè ÷îîóîõó÷å÷êêûù÷ çéöêì îóèóîõð÷ûïóðã÷éóø÷îèóûðêíò÷ùè ùûù óèãíöîûô÷óïûðóöíêîóû ìÊ×ÌÛÊ×ØöÍÊ ùÓÈÃÍÖûÎÛÔ×ÓÏ ìÐÛÎÎÓÎÕø×ÌÛÊÈÏ×ÎÈ éûÎÛÔ×ÓÏúÍÇÐ×ÆÛÊØ ûÎÛÔ×ÓÏùÛÐÓÖÍÊÎÓÛ ìÊ×ÌÛÊ×ØúÃ ìùêé×ÊÆÓÙ×ÉùÍÊÌÍÊÛÈÓÍÎ íÎ×æ×ÎÈÇÊ×éÇÓÈ× óÊÆÓÎ×ùÛÐÓÖÍÊÎÓÛ ö ÷úêçûêã Ì¿¾´»±ºÝ±²¬»²¬ Ð¿¹» ÛÒÊ×ÎÑÒÓÛÒÌßÔÝØÛÝÕÔ×ÍÌÚÑÎÓòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòï ßÌÌßÝØÓÛÒÌßÐÎÑÖÛÝÌÜÛÍÝÎ×ÐÌ×ÑÒòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòßï ßÌÌßÝØÓÛÒÌÞÛÈÐÔßÒßÌ×ÑÒÑÚÝØÛÝÕÔ×ÍÌÜÛÌÛÎÓ×ÒßÌ×ÑÒÍòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòòÞï ßÐÐÛÒÜ×ÝÛÍ 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Ý·¬§±ºß²¿¸»·³ÛòØ»²²·²¹Ê·»©Ì»®®¿½»íË²·¬Í·²¹´»Ú¿³·´§Î»·¼»²¬·¿´Ð®±¶»½¬ Þìè Ú»¾®«¿®§îðïïß¬¬¿½¸³»²¬ÞÛ¨°´¿²¿¬·±²±ºÝ¸»½µ´·¬Ü»¬»®³·²¿¬·±² ÎÛÚÛÎÛÒÝÛÍ Ý·¬§±ºß²¿¸»·³ÛòØ»²²·²¹Ê·»©Ì»®®¿½»íË²·¬Í·²¹´»Ú¿³·´§Î»·¼»²¬·¿´Ð®±¶»½¬ Þìç ß¬¬¿½¸³»²¬ÞÛ¨°´¿²¿¬·±²±ºÝ¸»½µ´·¬Ü»¬»®³·²¿¬·±²Ú»¾®«¿®§îðïï Ô×ÍÌÑÚÐÎÛÐßÎÛÎÍ Ý·¬§±ºß²¿¸»·³ ÙòÍ½±¬¬Õ±»¸³ Û²ª·®±²³»²¬¿´Ü±½«³»²¬Ð®»°¿®¿¬·±² Ó·µ»Ø¿®¼»² Ö¿§Æ·ºº Ø»·¼·Î±« Õ§´»Õ·³ Ûª»®»¬Ç¿²ôÍ»²·±®Û²¹·²»»® Þ»¬¸³¿®·»Ô¿½¿²± Õ§´»Ù¿®½·¿ Ú¿¬·³¿Ý´¿®µô Í¬»ª»Ò»´±² Û¦»µ·»´Ý±±´»§ Ü»²·»Õ¿²»¸·®± Ì»®®§Õ»»´¿² Ý·¬§±ºß²¿¸»·³ÛòØ»²²·²¹Ê·»©Ì»®®¿½»íË²·¬Í·²¹´»Ú¿³·´§Î»·¼»²¬·¿´Ð®±¶»½¬ Þëð ûû ìì÷îøóä ûë õõå óêçûðóèãê÷÷îôíçé÷ûéíêñéô÷÷èé ANAHEIM HENNING WAY IS/MND Checklist Appendix A Air Quality and Greenhouse Gas Assessment Files Provided by PCR Services Corporation August 2010 A-1 Air Quality Analysis A-2 Greenhouse Gas Analysis Appendix A-1 Air Quality Analysis Files URBEMIS2007 Output Files Electricity / Stationary Source Emissions Anaheim Henning Way URBEMIS Output - Construction Page: 1 7/22/2010 10:11:52 AM Urbemis 2007 Version 9.2.4 Combined Summer Emissions Reports (Pounds/Day) File Name: V:\ACTIVE PROJECTS\Anaheim Henning Way 3-lot parcel MND\Revised 072110.urb924 Project Name: Anaheim Henning Way 3-lot SFRs Project Location: Orange County On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off-Road Vehicle Emissions Based on: OFFROAD2007 Construction Unmitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Summer Pounds Per Day, Unmitigated ROGNOxCOSO2PM10 Dust PM10 Exhaust PM10PM2.5 Dust PM2.5 Exhaust PM2.5CO2 56.0826.630.0419.5422.054.106.417,288.84 Time Slice 3/1/2011-4/29/2011 Active 5.602.522.31 D44 Mass Grading 03/01/2011-5.6056.0826.630.0419.542.5222.054.102.316.417,288.84 05/01/2011 Mass Grading Dust0.000.000.000.0019.400.0019.404.050.004.050.00 Mass Grading Off Road Diesel3.6931.1716.120.000.001.541.540.001.421.423,249.13 Mass Grading On Road Diesel1.8724.849.130.040.130.971.090.040.890.933,853.09 Mass Grading Worker Trips0.040.081.380.000.010.010.010.000.000.01186.62 Time Slice 5/2/2011-6/1/2011 Active 12.860.015.041.416.451.061.302.362,694.64 2.8022.27 D23 Fine Grading 05/02/2011-2.8022.2712.860.015.041.416.451.061.302.362,694.64 06/01/2011 Fine Grading Dust0.000.005.000.005.001.040.001.040.00 0.000.00 Fine Grading Off Road Diesel2.2615.539.030.000.001.151.150.001.051.051,475.32 Fine Grading On Road Diesel0.506.662.450.010.030.260.290.010.240.251,032.70 Fine Grading Worker Trips0.040.081.380.000.010.010.010.000.000.01186.62 Time Slice 6/2/2011-6/30/2011 Active 3.0123.1112.140.000.001.461.460.001.341.342,581.17 D21 Building 06/02/2011-09/01/20113.0123.1112.140.000.001.461.460.001.341.342,581.17 Building Off Road Diesel2.9923.0211.690.000.001.451.450.001.341.342,513.31 Building Vendor Trips0.010.070.050.000.000.000.000.000.000.0014.11 Building Worker Trips0.010.020.400.000.000.000.000.000.000.0053.75 Time Slice 7/1/2011-7/29/2011 Active 22.510.000.012.802.820.002.582.584,112.53 5.5839.05 D21 Asphalt 07/01/2011-09/01/20112.5815.9410.370.000.011.351.350.001.241.241,531.36 Paving Off-Gas0.000.000.000.000.000.000.000.000.00 0.010.00 Paving Off Road Diesel2.5215.818.970.000.001.341.340.001.231.231,336.29 Paving On Road Diesel0.020.000.000.000.000.000.000.008.45 0.000.05 Paving Worker Trips0.040.081.380.000.010.010.010.000.000.01186.62 Building 06/02/2011-09/01/201112.140.000.001.461.460.001.341.342,581.17 3.0123.11 Building Off Road Diesel2.9923.0211.690.000.001.451.450.001.341.342,513.31 Building Vendor Trips0.050.000.000.000.000.000.000.0014.11 0.010.07 Building Worker Trips0.010.020.400.000.000.000.000.000.000.0053.75 Time Slice 8/1/2011-9/1/2011 Active 7.2439.0622.580.000.012.802.820.002.582.584,121.98 D24 Asphalt 07/01/2011-09/01/20112.5815.9410.370.000.011.351.350.001.241.241,531.36 Paving Off-Gas0.010.000.000.000.000.000.000.000.000.000.00 Paving Off Road Diesel2.5215.818.970.000.001.341.340.001.231.231,336.29 Paving On Road Diesel0.000.050.020.000.000.000.000.000.000.008.45 Paving Worker Trips0.040.081.380.000.010.010.010.000.000.01186.62 Building 06/02/2011-09/01/20113.0123.1112.140.000.001.461.460.001.341.342,581.17 Building Off Road Diesel2.9923.0211.690.000.001.451.450.001.341.342,513.31 Building Vendor Trips0.010.070.050.000.000.000.000.000.000.0014.11 Building Worker Trips0.010.020.400.000.000.000.000.000.000.0053.75 Coating 08/01/2011-09/01/20111.660.000.070.000.000.000.000.000.000.009.45 Architectural Coating1.650.000.000.000.000.000.000.000.000.000.00 Coating Worker Trips0.000.000.070.000.000.000.000.000.000.009.45 Phase Assumptions Phase: Fine Grading 5/2/2011 - 6/1/2011 - Default Fine Site Grading/Excavation Description Total Acres Disturbed: 1 Maximum Daily Acreage Disturbed: 0.25 Fugitive Dust Level of Detail: Default 20 lbs per acre-day On Road Truck Travel (VMT): 243.65 Off-Road Equipment: 1 Air Compressors (106 hp) operating at a 0.48 load factor for 8 hours per day 1 Cement and Mortar Mixers (10 hp) operating at a 0.56 load factor for 8 hours per day 1 Graders (174 hp) operating at a 0.61 load factor for 6 hours per day 1 Pumps (53 hp) operating at a 0.74 load factor for 8 hours per day 1 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day 1 Water Trucks (189 hp) operating at a 0.5 load factor for 2 hours per day Const-Urbemis Combined Summer_revised.xlsPage 1 of 34:07 PM 8/6/2010 Anaheim Henning Way URBEMIS Output - Construction ROGNOxCOSO2PM10 Dust PM10 Exhaust PM10PM2.5 Dust PM2.5 Exhaust PM2.5CO2 Phase: Mass Grading 3/1/2011 - 5/1/2011 - Default Mass Site Grading/Excavation Description Total Acres Disturbed: 4.86 Maximum Daily Acreage Disturbed: 0.97 Fugitive Dust Level of Detail: Default 20 lbs per acre-day On Road Truck Travel (VMT): 909.09 Off-Road Equipment: 1 Excavators (168 hp) operating at a 0.57 load factor for 8 hours per day 1 Other Equipment (190 hp) operating at a 0.62 load factor for 8 hours per day 1 Rubber Tired Dozers (357 hp) operating at a 0.59 load factor for 6 hours per day 1 Rubber Tired Loaders (164 hp) operating at a 0.54 load factor for 8 hours per day 1 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day 1 Water Trucks (189 hp) operating at a 0.5 load factor for 4 hours per day Phase: Paving 7/1/2011 - 9/1/2011 - Default Building Construction Description Acres to be Paved: 0.25 Off-Road Equipment: 1 Cement and Mortar Mixers (10 hp) operating at a 0.56 load factor for 6 hours per day 1 Pavers (100 hp) operating at a 0.62 load factor for 7 hours per day 1 Paving Equipment (104 hp) operating at a 0.53 load factor for 8 hours per day 1 Rollers (95 hp) operating at a 0.56 load factor for 7 hours per day 1 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 7 hours per day 1 Water Trucks (189 hp) operating at a 0.5 load factor for 2 hours per day Phase: Building Construction 6/2/2011 - 9/1/2011 - Default Paving Description Off-Road Equipment: 1 Aerial Lifts (60 hp) operating at a 0.46 load factor for 8 hours per day 1 Air Compressors (106 hp) operating at a 0.48 load factor for 8 hours per day 1 Concrete/Industrial Saws (10 hp) operating at a 0.73 load factor for 8 hours per day 1 Cranes (399 hp) operating at a 0.43 load factor for 4 hours per day 2 Forklifts (145 hp) operating at a 0.3 load factor for 6 hours per day 1 Other Equipment (190 hp) operating at a 0.62 load factor for 8 hours per day 2 Tractors/Loaders/Backhoes (108 hp) operating at a 0.55 load factor for 8 hours per day 1 Water Trucks (189 hp) operating at a 0.5 load factor for 2 hours per day Phase: Architectural Coating 8/1/2011 - 9/1/2011 - Default Architectural Coating Description Rule: Residential Interior Coatings begins 1/1/2005 ends 6/30/2008 specifies a VOC of 100 Rule: Residential Interior Coatings begins 7/1/2008 ends 12/31/2040 specifies a VOC of 50 Rule: Residential Exterior Coatings begins 1/1/2005 ends 6/30/2008 specifies a VOC of 250 Rule: Residential Exterior Coatings begins 7/1/2008 ends 12/31/2040 specifies a VOC of 100 Rule: Nonresidential Interior Coatings begins 1/1/2005 ends 12/31/2040 specifies a VOC of 250 Rule: Nonresidential Exterior Coatings begins 1/1/2005 ends 12/31/2040 specifies a VOC of 250 Construction Mitigated Detail Report: CONSTRUCTION EMISSION ESTIMATES Summer Pounds Per Day, Mitigated ROGNOxCOSO2PM10 Dust PM10 Exhaust PM10PM2.5 Dust PM2.5 Exhaust PM2.5CO2 56.0826.630.047,288.84 Time Slice 3/1/2011-4/29/2011 Active 5.608.872.5211.381.872.314.18 D44 Mass Grading 03/01/2011-5.6056.0826.630.048.872.5211.381.872.314.187,288.84 05/01/2011 Mass Grading Dust0.000.000.000.008.730.008.731.820.001.820.00 Mass Grading Off Road Diesel3.6931.1716.120.000.001.541.540.001.421.423,249.13 Mass Grading On Road Diesel1.8724.849.130.040.130.971.090.040.890.933,853.09 Mass Grading Worker Trips0.040.081.380.000.010.010.010.000.000.01186.62 Time Slice 5/2/2011-6/1/2011 Active 12.860.012.291.413.700.481.301.782,694.64 2.8022.27 D23 Fine Grading 05/02/2011-2.8022.2712.860.012.291.413.700.481.301.782,694.64 06/01/2011 Fine Grading Dust0.000.002.250.002.250.470.000.470.00 0.000.00 Fine Grading Off Road Diesel2.2615.539.030.000.001.151.150.001.051.051,475.32 Fine Grading On Road Diesel0.506.662.450.010.030.260.290.010.240.251,032.70 Fine Grading Worker Trips0.040.081.380.000.010.010.010.000.000.01186.62 Time Slice 6/2/2011-6/30/2011 Active 3.0123.1112.140.000.001.461.460.001.341.342,581.17 D21 Building 06/02/2011-09/01/20113.0123.1112.140.000.001.461.460.001.341.342,581.17 Building Off Road Diesel2.9923.0211.690.000.001.451.450.001.341.342,513.31 Building Vendor Trips0.010.070.050.000.000.000.000.000.000.0014.11 Building Worker Trips0.010.020.400.000.000.000.000.000.000.0053.75 Const-Urbemis Combined Summer_revised.xlsPage 2 of 34:07 PM 8/6/2010 Anaheim Henning Way URBEMIS Output - Construction ROGNOxCOSO2PM10 Dust PM10 Exhaust PM10PM2.5 Dust PM2.5 Exhaust PM2.5CO2 Time Slice 7/1/2011-7/29/2011 Active 5.5839.0522.510.000.012.802.820.002.582.584,112.53 D21 Asphalt 07/01/2011-09/01/201110.370.000.011.351.350.001.241.241,531.36 2.5815.94 Paving Off-Gas0.010.000.000.000.000.000.000.000.000.000.00 Paving Off Road Diesel8.970.000.001.341.340.001.231.231,336.29 2.5215.81 Paving On Road Diesel0.000.050.020.000.000.000.000.000.000.008.45 Paving Worker Trips1.380.000.010.010.010.000.000.01186.62 0.040.08 Building 06/02/2011-09/01/20113.0123.1112.140.000.001.461.460.001.341.342,581.17 Building Off Road Diesel11.690.000.001.451.450.001.341.342,513.31 2.9923.02 Building Vendor Trips0.010.070.050.000.000.000.000.000.000.0014.11 Building Worker Trips0.010.020.400.000.000.000.000.000.000.0053.75 2.802.58 Time Slice 8/1/2011-9/1/2011 Active 7.2439.0622.580.000.012.820.002.584,121.98 D24 Asphalt 07/01/2011-09/01/20112.5815.9410.370.000.011.351.350.001.241.241,531.36 Paving Off-Gas0.010.000.000.000.000.000.000.000.000.000.00 Paving Off Road Diesel2.5215.818.970.000.001.341.340.001.231.231,336.29 Paving On Road Diesel0.000.050.020.000.000.000.000.000.000.008.45 Paving Worker Trips0.040.081.380.000.010.010.010.000.000.01186.62 Building 06/02/2011-09/01/20113.0123.1112.140.000.001.461.460.001.341.342,581.17 Building Off Road Diesel2.9923.0211.690.000.001.451.450.001.341.342,513.31 Building Vendor Trips0.010.070.050.000.000.000.000.000.000.0014.11 Building Worker Trips0.010.020.400.000.000.000.000.000.000.0053.75 Coating 08/01/2011-09/01/20111.660.000.070.000.000.000.000.000.000.009.45 Architectural Coating1.650.000.000.000.000.000.000.000.000.000.00 Coating Worker Trips0.000.000.070.000.000.000.000.000.000.009.45 Construction Related Mitigation Measures The following mitigation measures apply to Phase: Fine Grading 5/2/2011 - 6/1/2011 - Default Fine Site Grading/Excavation Description For Soil Stablizing Measures, the Water exposed surfaces 2x daily watering mitigation reduces emissions by: PM10: 55% PM25: 55% For Unpaved Roads Measures, the Manage haul road dust 2x daily watering mitigation reduces emissions by: PM10: 55% PM25: 55% The following mitigation measures apply to Phase: Mass Grading 3/1/2011 - 5/1/2011 - Default Mass Site Grading/Excavation Description For Soil Stablizing Measures, the Water exposed surfaces 2x daily watering mitigation reduces emissions by: PM10: 55% PM25: 55% For Unpaved Roads Measures, the Manage haul road dust 2x daily watering mitigation reduces emissions by: PM10: 55% PM25: 55% Const-Urbemis Combined Summer_revised.xlsPage 3 of 34:07 PM 8/6/2010 ß²¿¸»·³Ø»²²·²¹É¿§ÓÒÜíÍÚÎ Í¬¿¬·±²¿®§Û³··±²Ý¿´½«´¿¬·±² Ø»²²·²¹É¿§ Î»¹·±²¿´Û³··±²Ý¿´½«´¿¬·±²ø´¾ñ¼¿§÷ ÊÑÝÒÑ¨ÝÑÍÑîÐÓïðÐÓîòë Ð®±¶»½¬ Ó±¾·´»äïäïíäïäïäï ß®»¿äïäïäïäïäïäï Í¬¿¬·±²¿®§äïäïäïäïäïäï Ì±¬¿´Ð®±¶»½¬äïäïíäïäïäï Ò»¬Ð®±¶»½¬ Ò»¬Ó±¾·´»äïäïíäïäïäï Ò»¬ß®»¿äïäïäïäïäïäï äïäïäïäïäïäï Ò»¬Í¬¿¬·±²¿®§ Ì±¬¿´Ò»¬äïäïíäïäïäï ÍÝßÏÓÜÍ·¹²·º·½¿²½»Ì¸®»¸ ±ëëëëëëðïëðïëðëë Ü·ºº»®»²½»øëë÷øëë÷øëìé÷øïëð÷øïëð÷øëë÷ Í·¹²·º·½¿²¬áÒ±Ò±Ò±Ò±Ò±Ò± Í¬¿¬·±²¿®§Í¬¿¬·±²¿®§Û³··±²Û³··±²ìæïèìæïèÐÓÐÓèñêñîðïðèñêñîðïð ß²¿¸»·³Ø»²²·²¹É¿§ÓÒÜíÍÚÎ Í¬¿¬·±²¿®§Û³··±²Ý¿´½«´¿¬·±² Ø»²²·²¹É¿§Û´»½¬®·½·¬§Ë¿¹» Û´»½¬®·½·¬§Ë¿¹» ¾ Û´»½¬®·½·¬§Û³··±²Ú¿½¬±®ø´¾ñÓÉ¸÷ ¿ Ë¿¹»Î¿¬»Ì±¬¿´Û´»½¬®·½·¬§Ë¿¹»ÝÑÎÑÝÒÑ¨ÐÓïðÍÑ¨ÝÑîÝØìÒÑî Ô¿²¼Ë»ïôðððÍ¯º¬øµÉ¸Ä¯òº¬Ä§®÷øÕÉ¸Ä§»¿®÷øÓÉ¸ÄÜ¿§÷ðòîðòðïïòïëðòðìðòïîèðìòëìðòððêéðòððíé Û¨·¬·²¹Û³··±²º®±³Û´»½¬®·½·¬§Ý±²«³°¬·±²ø´¾ñ¼¿§ ÷ Ì±¬¿´Û¨·¬·²¹ððòððððòðððòðððòðððòðððòðððòðððòðððòðð Ð®±¶»½¬ Î»·¼»²¬·¿´øÜË÷íòðëôêîéïêôèèððòðìêðòððçðòððððòðëíðòððîðòððêíéòîðêðòððððòððð Ì±¬¿´Ð®±¶»½¬ïêôèèððòðìêðòðïðòðððòðëðòðððòðïíéòîïðòðððòðð Ò»¬Û³··±²Ú®±³Û´»½¬®·½·¬§Ë¿¹»ðòðïðòðððòðëðòðððòðïíéòîïðòðððòðð Í«³³¿®§±ºÍ¬¿¬·±²¿®§Û³··±² ÝÑÎÑÝÒÑ¨ÐÓïðÍÑ¨ Ì±¬¿´Û¨·¬·²¹Û³··±²ø´¾ñ¼¿§÷ðòðððòðððòðððòðððòðð Ì±¬¿´Ð®±¶»½¬Û³··±²ø´¾ñ¼¿§÷ðòðïðòðððòðëðòðððòðï Ì±¬¿´Ò»¬Û³··±²ø´¾ñ¼¿§÷ðòðïðòðððòðëðòðððòðï ¿ Û´»½¬®·½·¬§Ë¿¹»Î¿¬»º®±³Ì¿¾´»ßçïïßôÝÛÏßß·®Ï«¿´·¬§Ø¿²¼¾±±µôÍÝßÏÓÜôïççíò ¾ Û³··±²Ú¿½¬±®º®±³Ì¿¾´»ßçïïÞôÝÛÏßß·®Ï«¿´·¬§Ø¿²¼¾±±µôÍÝßÏÓÜôïççíò Í¬¿¬·±²¿®§Û³··±²ìæïèÐÓèñêñîðïð Anaheim Henning Way URBEMIS Output - Operations (Winter) Page: 1 7/13/2010 03:57:01 PM Urbemis 2007 Version 9.2.4 Combined Winter Emissions Reports (Pounds/Day) File Name: V:\ACTIVE PROJECTS\Anaheim Henning Way 3-lot parcel MND\URBEMIS_Anaheim3lots.urb924 Project Name: Anaheim Henning Way 3-lot SFRs Project Location: Orange County On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: AREA SOURCE EMISSION ESTIMATES ROGNOxCOSO2PM10PM2.5CO2 TOTALS (lbs/day, unmitigated) OPERATIONAL (VEHICLE) EMISSION ESTIMATES ROGNOxCOSO2PM10PM2.5CO2 TOTALS (lbs/day, unmitigated)0.240.322.600.000.500.10267.76 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES ROGNOxCOSO2PM10PM2.5CO2 TOTALS (lbs/day, unmitigated)0.240.322.600.000.500.10267.76 Operational Unmitigated Detail Report: OPERATIONAL EMISSION ESTIMATES Winter Pounds Per Day, Unmitigated SourceROGNOXCOSO2PM10PM25CO2 Single family housing0.240.322.600.000.500.10267.76 TOTALS (lbs/day, unmitigated)0.240.322.600.000.500.10267.76 Ops-Urbemis Combined Winter.xlsPage 1 of 36:11 PM 8/6/2010 Anaheim Henning Way URBEMIS Output - Operations (Winter) Page: 1 7/13/2010 03:57:01 PM Operational Settings: Does not include correction for passby trips Does not include double counting adjustment for internal trips Analysis Year: 2011 Temperature (F): 60 Season: Winter Emfac: Version : Emfac2007 V2.3 Nov 1 2006 Summary of Land Uses Land Use TypeAcreageTrip RateUnit TypeNo. UnitsTotal TripsTotal VMT Single family housing1.009.57dwelling units3.0028.71290.05 28.71290.05 Vehicle Fleet Mix Vehicle TypePercent TypeNon-CatalystCatalystDiesel Light Auto51.30.899.00.2 Light Truck < 3750 lbs7.01.495.72.9 Light Truck 3751-5750 lbs23.90.499.60.0 Med Truck 5751-8500 lbs10.70.999.10.0 Lite-Heavy Truck 8501-10,000 lbs1.60.081.218.8 Lite-Heavy Truck 10,001-14,000 lbs0.50.060.040.0 Med-Heavy Truck 14,001-33,000 lbs0.90.022.277.8 Heavy-Heavy Truck 33,001-60,000 lbs0.20.00.0100.0 Other Bus0.10.00.0100.0 Urban Bus0.00.00.00.0 Motorcycle2.962.137.90.0 School Bus0.10.00.0100.0 Motor Home0.80.087.512.5 Ops-Urbemis Combined Winter.xlsPage 2 of 36:11 PM 8/6/2010 Anaheim Henning Way URBEMIS Output - Operations (Winter) Page: 1 7/13/2010 03:57:01 PM Travel Conditions ResidentialCommercial Home-WorkHome-ShopHome-OtherCommuteNon-WorkCustomer Urban Trip Length (miles)12.77.09.513.37.48.9 Rural Trip Length (miles)17.612.114.915.49.612.6 Trip speeds (mph)30.030.030.030.030.030.0 % of Trips - Residential32.918.049.1 % of Trips - Commercial (by land use) Ops-Urbemis Combined Winter.xlsPage 3 of 36:11 PM 8/6/2010 Anaheim Henning Way URBEMIS Output - Operations (Summer) Page: 1 7/13/2010 03:56:52 PM Urbemis 2007 Version 9.2.4 Combined Summer Emissions Reports (Pounds/Day) File Name: V:\ACTIVE PROJECTS\Anaheim Henning Way 3-lot parcel MND\URBEMIS_Anaheim3lots.urb924 Project Name: Anaheim Henning Way 3-lot SFRs Project Location: Orange County On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: AREA SOURCE EMISSION ESTIMATES ROGNOxCOSO2PM10PM2.5CO2 TOTALS (lbs/day, unmitigated)0.020.000.130.000.000.000.22 OPERATIONAL (VEHICLE) EMISSION ESTIMATES ROGNOxCOSO2PM10PM2.5CO2 TOTALS (lbs/day, unmitigated)0.220.272.730.000.500.10296.27 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES ROGNOxCOSO2PM10PM2.5CO2 TOTALS (lbs/day, unmitigated)0.240.272.860.000.500.10296.49 Operational Unmitigated Detail Report: OPERATIONAL EMISSION ESTIMATES Summer Pounds Per Day, Unmitigated SourceROGNOXCOSO2PM10PM25CO2 Single family housing0.220.272.730.000.500.10296.27 TOTALS (lbs/day, unmitigated)0.220.272.730.000.500.10296.27 Ops-Urbemis Combined Summer.xlsPage 1 of 26:09 PM 8/6/2010 Anaheim Henning Way URBEMIS Output - Operations (Summer) ROGNOxCOSO2PM10PM2.5CO2 Operational Settings: Does not include correction for passby trips Does not include double counting adjustment for internal trips Analysis Year: 2011 Temperature (F): 80 Season: Summer Emfac: Version : Emfac2007 V2.3 Nov 1 2006 Summary of Land Uses Land Use TypeAcreageTrip RateUnit TypeNo. UnitsTotal TripsTotal VMT Single family housing1.009.57dwelling units3.0028.71290.05 28.71290.05 Vehicle Fleet Mix Vehicle TypePercent TypeNon-CatalystCatalystDiesel Light Auto51.30.899.00.2 Light Truck < 3750 lbs7.01.495.72.9 Light Truck 3751-5750 lbs23.90.499.60.0 Med Truck 5751-8500 lbs10.70.999.10.0 Lite-Heavy Truck 8501-10,000 lbs1.60.081.218.8 Lite-Heavy Truck 10,001-14,000 lbs0.50.060.040.0 Med-Heavy Truck 14,001-33,000 lbs0.90.022.277.8 Heavy-Heavy Truck 33,001-60,000 lbs0.20.00.0100.0 Other Bus0.10.00.0100.0 Urban Bus0.00.00.00.0 Motorcycle2.962.137.90.0 School Bus0.10.00.0100.0 Motor Home0.80.087.512.5 Travel Conditions ResidentialCommercial Home-WorkHome-ShopHome-OtherCommuteNon-WorkCustomer Urban Trip Length (miles)12.77.09.513.37.48.9 Rural Trip Length (miles)17.612.114.915.49.612.6 Trip speeds (mph)30.030.030.030.030.030.0 % of Trips - Residential32.918.049.1 % of Trips - Commercial (by land use) Ops-Urbemis Combined Summer.xlsPage 2 of 26:09 PM 8/6/2010 Appendix A-2 Greenhouse Gas Analysis Files URBEMIS2007 Output Files Construction GHG Calculations Operational and Mobile Source GHG Calculations EMFAC2007 Output Anaheim Henning Way Residential Project Greenhouse Gas Analysis e Emission Source COE(Metric Tons) 2 Project Construction313 Construction (amortized)10 a On-road Vehicles59 b Electricity5 Water Conveyance2 c Natural gas3 Total80 Net Increase Total80 d 2004 Statewide Total479,740,000 Net Increase as Percentage of 2004 Statewide Inventory0.000017% a Mobile source values were derived using EMFAC2007 in addition to the California Climate Action Registry General Reporting Protocol; Version 3.1, January 2009. b Electricity Usage Rates from Table A9-11-A, CEQA Air Quality Handbook, SCAQMD, 1993. Water conveyance energy rates from California Energy Commission Staff Report: California's Water - Energy Relationship. 2005 c Natural Gas Usage Rates from Table A9-12-A, CEQA Air Quality Handbook, SCAQMD, 1993. d Statewide Greenhouse Gas Emissions Inventory: http://www.arb.ca.gov/cc/ccei/emsinv/emsinv.htm e All COe factors were derived using the California Climate Action Registry General 2 Reporting Protocol; Version 3.0, April 2008 Sources: PCR Services Corporation, 2010. GHG Analysis.xls4:41 PM 8/6/2010 Anaheim Henning Way Residential Project Greenhouse Gas Analysis Ý±²¬®«½¬·±²ÙØÙÛ³··±² ¿ ÝÑ»øÓ»¬®·½Ì±²÷ î Û³··±²Í±«®½»îðïï ÝÑÛ³··±² íïï î ÝØÛ³··±² ï ì ÒÑÛ³··±² ï î Ì±¬¿´ÝÑ»Û³··±² íïí î ß³±®¬·¦»¼øíð§»¿®÷ÝÑ»Û³··±² ïð î ¿ Ó±¾·´»±«®½»ª¿´«»©»®»¼»®·ª»¼«·²¹ÛÓÚßÝîððé·² ¿¼¼·¬·±²¼¼··¬±¬¸»¸Ý´·º·Ý¿´·º±®²·¿Ý´·Ý´·³¿¬»ß·ß½¬·±²Î·Î»¹·¬®§Ù´Ù»²»®¿´ Î»°±®¬·²¹Ð®±¬±½±´åÊ»®·±²íòðôß°®·´îððèò GHG Analysis.xls5:22 PM 8/6/2010 Anaheim Henning Way Residential Project Greenhouse Gas Analysis É¿¬»®¿²¼É¿¬»©¿¬»®Ù»²»®¿¬·±²Ú¿½¬±® É¿¬»®É¿¬»©¿¬»® Ô¿²¼Ë»ß³±«²¬Ë²·¬ßÚñÇ»¿®ñË²·¬ÓÙñÇ»¿®ñË²·¬ÓÙñÇ»¿®ÙÐÜñË²·¬ÓÙñÇ»¿®ñË²·¬ÓÙñÇ»¿® Î»·¼»²¬·¿´øÜË÷íòðÜËðòçððòîðëðòêîêððòðêêðòî Ì±¬¿´Ð®±¶»½¬ðòêðòî Ò»¬Ð®±¶»½¬ðòêðòî ï¿½®»º±±¬ãíîëèëïòìííîêêìîï¹¿´´±²ÅËÍô´·¯«·¼Ã É¿¬»®Ý±²ª»§¿²½»øÉ¿¬»®¿²¼É¿¬»©¿¬»®÷ ½ Ë¿¹»Î¿¬» ÓÙÜµÉ¸ñÓÙøÕÉ¸Ä§»¿®÷ÓÉ¸Ä§»¿® É¿¬»®Í«°°´§ô Ý±²ª»§¿²½»ô Ì®»¿¬³»²¬ô¿²¼ Ü·¬®·¾«¬·±² ðòððïðôîðð êôîèîê É¿¬»©¿¬»® Ì®»¿¬³»²¬ ðòððîôëðð ìçèð Ò»¬Ð®±¶»½¬É¿¬»®Ð±©»®Ë¿¹»êôéèðé ¾ ´¾ñÓÉ¸ ÝÑÛø³»¬®·½¬±²÷ ÙØÙ´¾³»¬®·½¬±² î 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ìëîèêòïèíëéòéíêìèìòéçíïìììòîíëîïðèòêïïîîòççïíèìòéë ëëìðèòìêí ëðîçïòîðìíêíòçèíìçíòçðêïìíïòðèéîïïîòèîìïîêòêèçíèçòçîí êðììîòêîë ëëíðéòëîçíèìòîèîëîîòêìïìííòíïçîïîìòèéîïíìòêîèìðèòìêí êëìçêòéðë êðííéòðêîìîïòððêëéìòéììïìëîòðèïîïìêòèçéïìéòçêêììîòêîë ßÊÙëìëòêìççîèê êëíèíòìîïìéèòêëïêëéòìïïïìèçòêîèîïèíòïðéïêèòêêììçêòéðë GHG Analysis.xls4:41 PM 8/6/2010 Anaheim Henning Way URBEMIS Output - Operations (Annual GHG) Page: 1 7/22/2010 10:14:46 AM Urbemis 2007 Version 9.2.4 Combined Annual Emissions Reports (Tons/Year) File Name: V:\ACTIVE PROJECTS\Anaheim Henning Way 3-lot parcel MND\Revised 072110.urb924 Project Name: Anaheim Henning Way 3-lot SFRs Project Location: Orange County On-Road Vehicle Emissions Based on: Version : Emfac2007 V2.3 Nov 1 2006 Off-Road Vehicle Emissions Based on: OFFROAD2007 Summary Report: CONSTRUCTION EMISSION ESTIMATES CO2 2011 TOTALS (tons/year unmitigated)311.09 2011 TOTALS (tons/year mitigated)311.09 Percent Reduction0.00 AREA SOURCE EMISSION ESTIMATES CO2 TOTALS (tons/year, unmitigated)0.04 OPERATIONAL (VEHICLE) EMISSION ESTIMATES CO2 TOTALS (tons/year, unmitigated)52.33 SUM OF AREA SOURCE AND OPERATIONAL EMISSION ESTIMATES CO2 TOTALS (tons/year, unmitigated)52.37 Urbemis Combined Annual CO2_revised.xlsPage 1 of 14:38 PM 8/6/2010 Anaheim Henning Way Residential Project Greenhouse Gas Analysis Û´»½¬®·½·¬§ ¿ Ë¿¹»Î¿¬» Ô¿²¼Ë»ïôðððÍ¯º¬øµÉ¸Ä¯òº¬Ä§®÷øÕÉ¸Ä§»¿®÷ÓÉ¸Ä§»¿® Ð®±¶»½¬ Î»·¼»²¬·¿´øÜË÷íòðëôðêìïëôïçîïë Ì±¬¿´Ð®±¶»½¬ïëôïçîïë Ò»¬Ð®±¶»½¬Û´»½¬®·½·¬§Ë¿¹»ïëôïçîïë ¾ ´¾ñÓÉ¸ Ûø³»¬®·½¬±²÷ ÝÑ ÙØÙ´¾³»¬®·½¬±² î Û¨·¬·²¹ ÝÑ éîìòïîððð î ÝØ ðòðíðîððð ì Ñ Ò ðòððèïððð î Ð®±¶»½¬ðòðð ÝÑ éîìòïîïïðððòèíïðììòçèçèèèçëíìòçèçèèèçëí î ÝØ ðòðíðîðòìëèéçèìðòðððîðèïðéðòððìíéðîëí ì ÒÑ ðòððèïðòïîíðëëîëòëèïêçÛðëðòðïéíðíîîë î Ò»¬ëòðï ÝÑ éîìòïîïïôððïëë î ÝØ ðòðíðîððòðððòðð ì Ñ Ò ðòððèïððòððð î ëÌ±¬¿´ß²²«¿´ÝÑî» ¿ Û´»½¬®·½·¬§Ë¿¹»Î¿¬»º®±³Ì¿¾´»ßçïïßôÝÛÏßß·®Ï«¿´·¬§Ø¿²¼¾±±µôÍÝßÏÓÜôïççíò ¾ Û´»½¬®·½·¬§Ë¿¹»Î¿¬»º®±³Ý¿´·º±®²·¿Û²»®¹§Ý±³³··±²Í¬¿ººÎ»°±®¬æÝ¿´·º±®²·¿ùÉ¿¬»®Û²»®¹§Î»´¿¬·±²¸·°òîððë ½ Û³··±²º¿½¬±®º±®ÝÑôÝØô¿²¼ÒÑ©»®»¼»®·ª»¼º®±³¬¸»Ý¿´·º±®²·¿Ý´·³¿¬»ß½¬·±²Î»¹·¬®§Ù»²»®¿´Î»°±®¬·²¹Ð®±¬±½±´åÊ»®·±²íò îìî GHG Analysis.xlsGHG Analysis.xls4:41 PM 8/6/20104:41 PM 8/6/2010 Anaheim Henning Way Residential Project Greenhouse Gas Analysis Ð±´´«¬¿²¬Ò¿³»æÓ»¬¸¿²»Ì»³°»®¿¬«®»æêðÚÎ»´¿¬·ª»Ø«³·¼·¬§æëðû ÝØì Í°»»¼Ù®¿³ñÓ·´»Í°»»¼ ððòðíéÓÐØÔÜßÔÜÌÓÜÌØÜÌËÞËÍÓÝÇßÔÔ ëðòðèï ïððòðê ððððòïëéðòìðððòðíé ïëðòðìê ëðòðêðòðéëðòðçïðòíðëðòïéèðòíðçðòðèï îððòðíé ïððòðìéðòðëçðòðéïðòïéèðòïîêðòîêìðòðê îëðòðíï ïëðòðíéðòðìéðòðëéðòðçëðòðçíðòîíìðòðìê íððòðîé îððòðíðòðíèðòðìéðòðëèðòðéïðòîïëðòðíé íëðòðîì îëðòðîìðòðíîðòðìðòðìèðòðëéðòîðíðòðíï ìððòðîî íððòðîïðòðîéðòðíëðòðìðòðìéðòïçéðòðîé ìëðòðîï íëðòðïçðòðîìðòðíïðòðíìðòðìïðòïçëðòðîì ëððòðîï ìððòðïéðòðîîðòðîçðòðíðòðíéðòïçèðòðîî ëëðòðîî ìëðòðïêðòðîïðòðîéðòðîèðòðíìðòîðêðòðîï êððòðîí ëððòðïêðòðîïðòðîéðòðîéðòðíîðòîïçðòðîï êëðòðîê ëëðòðïéðòðîîðòðîèðòðîçðòðíîðòîìïðòðîî ßÊÙðòðíìïìîèëé êððòðïèðòðîíðòðîçðòðíîðòðíîðòîéìðòðîí êëðòðîðòðîêðòðíîðòðíêðòðííðòíîìðòðîê GHG Analysis.xls4:41 PM 8/6/2010 2011 emfac.rts Title : South Coast Air Basin Avg Annual CYr 2011 Default Title Version : Emfac2007 V2.3 Nov 1 2006 Run Date : 2010/07/22 11:11:20 Scen Year: 2011 -- All model years in the range 1967 to 2011 selected Season : Annual Area : South Coast ************************************************************************************ ***** Year: 2011 -- Model Years 1967 to 2011 Inclusive -- Annual Emfac2007 Emission Factors: V2.3 Nov 1 2006 South Coast Basin Average Basin Average Table 1: Running Exhaust Emissions (grams/mile; grams/idle-hour) Pollutant Name: Methane Temperature: 60F Relative Humidity: 50% Speed MPH LDA LDT MDT HDT UBUS MCY ALL 0 0.000 0.000 0.157 0.400 0.000 0.000 0.037 5 0.060 0.075 0.091 0.305 0.178 0.309 0.081 10 0.047 0.059 0.071 0.178 0.126 0.264 0.060 15 0.037 0.047 0.057 0.095 0.093 0.234 0.046 20 0.030 0.038 0.047 0.058 0.071 0.215 0.037 25 0.024 0.032 0.040 0.048 0.057 0.203 0.031 30 0.021 0.027 0.035 0.040 0.047 0.197 0.027 35 0.019 0.024 0.031 0.034 0.041 0.195 0.024 40 0.017 0.022 0.029 0.030 0.037 0.198 0.022 45 0.016 0.021 0.027 0.028 0.034 0.206 0.021 50 0.016 0.021 0.027 0.027 0.032 0.219 0.021 55 0.017 0.022 0.028 0.029 0.032 0.241 0.022 60 0.018 0.023 0.029 0.032 0.032 0.274 0.023 65 0.020 0.026 0.032 0.036 0.033 0.324 0.026 Pollutant Name: Carbon Dioxide Temperature: 60F Relative Humidity: 50% Speed MPH LDA LDT MDT HDT UBUS MCY ALL 0 0.000 0.000 928.378 5075.532 0.000 0.000 334.137 5 948.874 1181.764 1702.508 2846.265 2693.354 246.542 1197.691 10 717.133 893.605 1258.488 2373.308 2454.958 207.891 911.691 15 562.541 701.378 972.077 2008.740 2314.177 179.482 720.174 20 458.004 571.391 783.486 1753.234 2228.458 158.611 590.972 25 387.025 483.132 658.079 1653.363 2175.185 143.482 506.664 30 339.436 423.957 575.353 1575.440 2141.996 132.919 449.862 35 308.970 386.075 523.079 1515.784 2122.025 126.188 413.186 40 291.885 364.831 494.133 1472.379 2111.513 122.904 392.256 45 286.180 357.736 484.793 1444.235 2108.610 122.991 384.750 50 291.204 363.983 493.906 1431.087 2112.824 126.689 389.923 55 307.529 384.282 522.640 1433.319 2124.872 134.628 408.463 60 337.062 421.006 574.744 1452.081 2146.897 147.966 442.625 65 383.421 478.651 657.411 1489.628 2183.107 168.664 496.705 Page 1 ûú ìì÷îøóä úêé óíðíõóùûð÷éíçêù÷éèçøã October 28, 2009 Mr. Terry Smith KTK CONSTRUCTION, INC. 18627 Brookhurst Street, #349 Fountain Valley, CA 92708 Re: HABITAT EVALUATION RESULTS FOR THE 4.14 ACRE PROPOSED DEVELOPEMENT OFF OF HENNING WAY, ANAHEIM HILLS, CITY OF ANAHEIM, ORANGE COUNTY, CALIFORNIA Dear Mr. Smith: A habitat evaluation was conducted on October 21, 2009 by Zeke Cooley, Associate PCR Services Corporation Biologist and Steven G. Nelson, Director of Biological Services for (PCR) on the subject property (survey area), shown in Figure 1, Location Map, attached. In particular, the survey area was assessed for the presence of coastal sage scrub suitable to support the federally-threatened California gnatcatcher (Polioptila californica californica). The survey area encompasses approximately 4.09 acres of land, which includes a ridge line and adjacent slopes as shown in Figure 2, Plant Communities, attached. A ruderal/non-native grassland community occupies the majority of the survey area, totaling 3.37 acres. The dominant plant species in this community are non-native annual grasses and forbs including star thistle (Centaurea melitensis), dove weed (Eremocarpus setigerus), mustard (Brassica sp.) and brome grass (Bromus sp.). The only native plants observed in the ruderal area are Mexican Elderberry (Sambucus mexicana), California sagebrush (Artemisia californica), and pricklypear (Opuntia littoralis) which grow as scattered individuals or in localized clusters. In addition, there are groupings of non-native ornamental trees on the ridge line. These consist of eucalyptus (Eucalyptus sp.), pines (Pinus sp.) and Peruvian pepper tree (Schinus molle). There are also two small areas of cactus scrub located in the southern portion of the survey area totaling 0.10 acre. The cactus scrub is dominated by pricklypear and California sagebrush. As the ridge line transitions into steeper slopes there are stands of native vegetation interspersed with non-native trees and non-native grassland. In these areas localized stands of California sagebrush, white sage (Salvia apiana), poison oak (Toxicodendron diversilobium), and pricklypear are present totaling approximately 0.62 acre on-site based on engineering maps of the survey area, and verified in the field. From the standpoint of characterizing this vegetation it may 1 be classified as coastal sage scrub. However, the stands are very small and fragmented and are not expected to possess the full function and values of a costal sage scrub biotic community considering plant and animal diversity and abundance. Approximately 0.62 acre of this coastal sage scrub will 1 Engineering plans and maps were provided by Anacal Engineering Co. located in Anaheim. These maps showed brushlines which were verified in the field and proposed limits of grading. 949.753.7001 One Venture, Suite 150, Irvine, California 92618 www.pcrnet.com949.753.7002 INTERNETTELFAX Mr. Terry Smith KTK CONSTRUCTION, INC. October 28, 2009 - Page 2 be removed by the project, again based on engineering maps which delineated limits of grading inclusive of fuel modification zones. With regard to the California gnatcatcher habitat evaluation, the coastal sage scrub that occurs on-site is not considered suitable to support residence or breeding due to its limited area and disturbed/fragmented condition. According to the U.S. Fish and Wildlife Service, recent unpublished data gathered from studies on Camp Pendleton indicate that California gnatcatcher in coastal Orange County may be expected to occupy territory sizes of about five (5) to six (6) acres of coastal sage scrub. This amount of contiguous, unfragmented scrub does not exist on the property. In addition, the survey area is entirely surrounded by residential development. This presumably, precludes the site from being part of a breeding territory located on an adjacent property. These conditions would also render the site of little use to dispersing gnatcatchers which typically move from habitat block to habitat block through linkages with contiguous habitat. During the site visit no California gnatcatchers were seen or otherwise detected on the survey area. In summary, PCR conducted a habitat evaluation of the subject survey area. Approximately 0.62 acre of coastal sage scrub as well as 0.10 acre of cactus scrub exists over the entire 4.09 acre property. The remaining 3.37 acres of the survey area is occupied by a ruderal/non-native grassland community. All of this vegetation will be removed by the proposed project. Due to the poor habitat suitability for this species on site, it is the conclusion of this analysis that the California gnatcatcher does not occupy the survey area. If you should have any questions regarding the information presented in this letter report, please do not hesitate to contact the undersigned at 949-753-7001. Sincerely, PCR SERVICES CORPORATION Steve Nelson Zeke Cooley Director of Biological Services Associate Biologist Attachments Figure 1, Location Map Figure 2, Plant Communities Survey Area öÓÕÇÊ× ðÛëÇÓÎÈÛø×Æ×ÐÍÌ×Ï×ÎÈ 2,00002,000Feet ô×ÎÎÓÎÕåÛÃ ðÍÙÛÈÓÍÎïÛÌ Source: USGS Topographic Series (Orange, CA); PCR Services Corporation, 2009. RUD CS CS ûù ìì÷îøóä ùêé çðèçêûð÷éíçêù÷éèçøã August 6, 2010 G. Scott Koehm, Associate Planner CITY OF ANAHEIM 200 South Anaheim Boulevard, Suite 162 Anaheim, CA 92805 Re: PHASE I ARCHAEOLOGICAL AND PALEONTOLOGICAL RESOURCES ASSESSMENT FOR THE PROPOSED EAST HENNING VIEW TERRACE PROJECT; CITY OF ANAHEIM, CALIFORNIA Dear Mr. Koehm: This letter presents the results of an archaeological and paleontological resources assessment PCR Services Corporation (PCR) conducted by for the above-referenced project. PBSS ROJECTACKGROUND AND COPE OF TUDY The City of Anaheim (City) is coordinating the development of an approximately 4.8-acre site (Project area) in the Anaheim Hills area of the City, in northern Orange County, California (Figure 1, Regional Map, attached). The Project area consists of four parcels, three of which would be developed with one-story single-family residences as part of the proposed project. The remaining parcel is currently developed with a single-family residence that would not be altered by the proposed project. In July 2010, PCR conducted a Phase I archaeological and paleontological resources assessment of the proposed project to determine the potential impacts to archaeological and paleontological resources associated with the proposed project for the purpose of complying with the California Environmental Quality Act (CEQA). The scope of work for this assessment included an cultural resources records search through the California Historical Resources Information System-South Central Coastal Information Center (CHRIS-SCCIC), a paleontological resources records search through the Natural History Museum of Los Angeles County (LACM), a Sacred Lands File (SLF) search through the California Native American Heritage Commission (NAHC) and follow-up Native American consultation, and a pedestrian field survey of the Project area for archaeological and paleontological resources. PCR’s methods, results, and recommendations of this assessment are presented below. PL ROJECTOCATION The Project area is located south of East Henning View Terrace (cul-de-sac) in Township 4 South, Range 9 West in an un-sectioned area of the Orange, CA 7.5’ United States Geological 949.753.7001 One Venture, Suite 150, Irvine, California 92618 www.pcrnet.com949.753.7002 INTERNETTELFAX Mr. G. Scott Koehm, Associate Planner CITY OF ANAHEIM August 6, 2010 - Page 2 Survey (USGS) topographic quadrangle map (Figure 2, Vicinity Map, attached). The Project area is also bounded on all sides by single-family residences (Figure 3, Aerial Photograph, attached). RS EGULATORY ETTING The proposed project is subject to the cultural resource requirements set forth by the City’s General Plan Final Environmental Impact Report (EIR). Although no goals and policies have been created for the protection of archaeological and paleontological resources, the City has designated that these resources shall be subject to the provisions of CEQA (Public Resources Code) Section 21083.2. The City also recognizes one major cultural resource site (CA-ORA-303) located adjacent to State Route-91 comprising of manos, choppers, lithic flakes, hammerstones and faunal bone. Furthermore, the General Plan has created several goals and policies for the preservation and revitalization of residential areas in the Colony of Anaheim and downtown areas (City of Anaheim 2004). CS ULTURAL ETTING Prehistoric Background Prehistory is most easily discussed chronologically, in terms of environmental change and recognized cultural developments. Several chronologies have been proposed for inland Southern California, the most widely accepted of which is Wallace’s four-part Horizon format (1955), which was later updated and revised by Claude Warren (1968). The advantages and weaknesses of Southern California chronological sequences are reviewed by Warren (in Moratto 1984), Chartkoff and Chartkoff (1984), and Heizer (1978). The following discussion is based on Warren’s (1968) sequence, but the time frames have been adjusted to reflect more recent archaeological findings, interpretations, and advances in radiocarbon dating. Little is known of Paleoindian peoples in inland southern California, and the cultural history of this period follows that of North America in general. Recent discoveries in the Americas have challenged the theory that the first Americans migrated from Siberia, following a route from the Bering Strait into Canada and the Northwest Coast some time after the Wisconsin Ice Sheet receded (ca. 14,000 YBP), and before the Bering Land Bridge was submerged (ca. 12,000 YBP). A coastal migration route somewhat before that time is also possible. The timing, manner, and location of this crossing are a matter of debate among archaeologists, but the initial migration probably occurred as the Laurentide Ice Sheet melted along the Alaskan Coast and interior Yukon. The earliest radiocarbon dates from the Paleoindian Period in North America come from the Arlington Springs Woman site on Santa Rosa Island. These human remains date to approximately 13,000 YBP (Johnson et al. 2002). Other early Paleoindian sites include the Monte Verde Creek site in Chile Mr. G. Scott Koehm, Associate Planner CITY OF ANAHEIM August 6, 2010 - Page 3 (Meltzer et al. 1997) and the controversial Meadowcroft Rockshelter in Pennsylvania. Both sites have early levels dated roughly at 12,000 YBP.Lifeways during the Paleoindian Period were characterized by highly mobile hunting and gathering. Prey included megafauna such as mammoth and technology included a distinctive flaked stone toolkit that has been identified across much of North America and into Central America. They likely used some plant foods, but the Paleoindian toolkit recovered archaeologically does not include many tools that can be identified as designed specifically for plant processing. The megafauna that appear to have been the focus of Paleoindian lifeways went extinct during a warming trend that began approximately 10,000 years ago, and both the extinction and climatic change (which included warmer temperatures in desert valleys and reduced precipitation in mountain areas) were factors in widespread cultural change. Subsistence and social practices continued to be organized around hunting and gathering, but the resource base was expanded to include a wider range of plant and game resources. Technological traditions also became more localized and included tools specifically for the processing of plants and other materials. This constellation of characteristics has been given the name “Archaic” and it was the most enduring of cultural adaptations to the North American environment. The earliest Archaic Period lifeways in inland southern California have been given the name San Dieguito tradition, after the San Diego area where it was first identified and studied (Warren 1968). Characteristic artifacts include stemmed projectile points, crescents and leaf-shaped knives, which suggest a continued subsistence focus on large game, although not megafauna of the earlier Paleoindian period. Milling equipment appears in the archaeological record at approximately 7,500 years ago (Moratto 1984:158).Artifact assemblages with this equipment include basin millingstones and unshaped manos, projectile points, flexed burials under cairns, and cogged stones, and have been given the name La Jolla Complex (7,500–3,000 YBP). The transition from San Dieguito lifeways to La Jolla lifeways appears to have been an adaptation to drying of the climate after 8,000 YBP, which may have stimulated movements of desert peoples to the coastal regions, bringing millingstone technology with them. Groups in the coastal regions focused on mollusks, while inland groups relied on wild-seed gathering and acorn collecting. Cultural responses to environmental changes around 4,000–3,000 YBP included a shift to more land-based gathering practices. This period was characterized by the increasing importance of acorn processing, which supplemented the resources from hunting and gathering. Meighan (1954) identified the period after .. 1400 as the San Luis Rey complex. San Luis Rey I (.. 1400–1750) ADAD is associated with bedrock mortars and millingstones, cremations, small triangular projectile points with concave bases and Olivella beads. The San Luis Rey II (.. 1750–1850) period is marked by AD the addition of pottery, red and black pictographs, cremation urns, steatite arrow straighteners and Mr. G. Scott Koehm, Associate Planner CITY OF ANAHEIM August 6, 2010 - Page 4 non-aboriginal materials (Meighan 1954:223, Keller and McCarthy 1989:6). Work at Cole Canyon and other sites in Southern California suggests that this complex, and the ethnographically described life ways of the native people of the region, were well established by at least 1,000YBP (Keller and McCarthy 1989:80). Ethnographic Context The Project area lies in the territory once occupied by the Gabrielino. The Gabrielino were one of the most populous ethnic nationalities of aboriginal southern California. Gabrielino territory included the Los Angeles Basin, the coast of Aliso Creek in Orange County to the south to Topanga Canyon in the north, the four southern Channel Islands, and watersheds of the Los Angeles, San Gabriel, and Santa Ana Rivers.Their name is derived from their association with Mission San Gabriel Archangel. The Gabrielino arrived around 500 B.C. and their language has been identified as a Cupan language within the Takic family, which is part of the larger Uto-Aztecan language family. Uto- Aztecan speakers arrived in southern California in what is known as the Shoshonean migration, which current archaeological and linguistic evidence suggests originated in of the Great Basin and displaced the already established Hokan speakers. The Gabrielino were advanced in their culture, social organization, religious beliefs, and art and material production. Class differentiation, inherited chieftainship, and intervillage alliances were all components of Gabrielino society. At the time of European contact, the Gabrielino were actively involved in trade using shell and beads as currency. The Gabrielino were known for excellent artisanship in the form of pipes, ornaments, cooking implements, inlay work, and basketry. The Gabrielinos evolved an effective economic system which managed food reserves (storage and processing), exchanged goods, and disturbed resources. Otherwise, few specifics are known of Gabrielino lifeways. Data collected and presented by Kroeber (1925) indicate that homes were made of tule mats on a framework of poles, but size and shape have not been recorded. Basketry and steatite vessels were used rather than ceramics; ceramics became common only toward the end of the mission period in the nineteenth century. The Gabrielino held some practices in common with other groups in southern California, such as the use of jimsonweed in ceremonies as did the Luiseño and Juaneño, but details of the practices and the nature of cultural interaction between the Gabrielino and other groups in southern California are unknown. Historic Context The Project area lies within the City of Anaheim which had its early beginnings in 1857 as a colony of German farmers and vintners. The original town was established within approximately 200 acres, which now comprises the city’s downtown area, bounded by North, South, East, and West Mr. G. Scott Koehm, Associate Planner CITY OF ANAHEIM August 6, 2010 - Page 5 streets. The city’s name was derived from joining the words “Ana” from the nearby Santa Ana river and “heim,” German for home. Farming was the early pioneers’ occupation, much of which was the growing of grapes for wine. However, following the destruction of the colony’s vineyards due to plague in the 1870s, citrus groves were planted. Other crops included walnuts and chili peppers. The first public buildings were not administrative facilities, but a school and an opera house. Anaheim was incorporated in 1876, after which the town grew over the next several decades. In 1887, the construction of the Santa Fe depot linked Anaheim’s citrus growers with the East Coast, providing vital markets for their agricultural goods. As Anaheim developed, Center Street became the hub of community activity. The population at the time, just under 1,000 grew to 5,526 by 1920, and 14,556 by 1950 (City of Anaheim 2010). With the economic and industrial boom that followed World War II, the quaint agricultural town of Anaheim with its modest downtown was transformed to a densely populated and economically diversified city. From 1953 to 1955, a rapid series of annexations increased the physical size of the city to four times what it had been in 1953. Disneyland opened in 1955 following the completion of Interstate 5 through Anaheim. Disneyland, with over one million visitors after only the first year, proved to be a tremendous catalyst for jobs and the spread of suburban housing tracts. In addition, land bordering Interstate 5 became a thriving industrial zone. Orange groves soon gave way to residential and commercial development and by 1960 there were over 100,000 Anaheim residents. Completion of Anaheim stadium in 1966 brought the California Angels to the city, boosting Anaheim’s sense of civic pride. The 1967 Anaheim convention center helped make the city a year-round tourist destination. 220,000 residents lived in the city by the early 1980s. Today, Anaheim continues to be a major tourist destination with a strong industrial corridor and now a rich mix of long-time and new residents (City of Anaheim 2010) M ETHODS Cultural Resources Record Search On July 15, 2010, PCR archaeologist, Fatima V. Clark, conducted a cultural resource records search at the CHRIS-SCCIC at the California State University, Fullerton. This records search included a review of all recorded historical resources and archaeological sites within a half-mile radius of the Project area as well as a review of cultural resource reports and historic topographic maps on file. In addition, PCR reviewed the California Points of Historical Interest (CPHI), the California Historical Landmarks (CHL), the California Register of Historic Places (California Register), the National Register of Historic Places (National Register), and the California State Historic Resources Inventory listings (HRI). The purpose of the records search is to determine whether or not there are previously recorded archaeological or historical resources within the Project Mr. G. Scott Koehm, Associate Planner CITY OF ANAHEIM August 6, 2010 - Page 6 area that require evaluation and inclusion in the impact analysis. The results also provide a basis for assessing the sensitivity of the Project area for additional and buried resources. Sacred Lands File Search and Native American Consultation On July 19, 2010, PCR commissioned a SLF records search of the Project area through the NAHC and conducted follow-up consultation with Native American groups and/or individuals identified by the NAHC as having affiliation with the project area vicinity. Each Native American group and/or individual listed was sent a project notification letter and map and was asked to convey any Native American issues or concerns with the proposed project.The letter included information such as Project area location and a brief description of the proposed development. Results of the search and follow-up consultation will provide information as to the nature and location of additional prehistoric or Native American resources to be incorporated in the impact analysis whose records may not be available at the CHRIS-SCCIC. Paleontological Resources Record Search On July 19, 2010, PCR commissioned a paleontological resources records search of the Vertebrate Paleontology files from the Natural History Museum of Los Angeles County (LACM). This records search entailed an examination of current geologic maps and known fossil localities inside and within the general vicinity of the Project area. The purpose of the records search is to determine whether or not there are previously recorded paleontological resources within the Project area that require evaluation and inclusion in the impact analysis. The results also provide a basis for assessing the sensitivity of the Project area for additional and buried resources. Pedestrian Survey On July 15, 2010, Mrs. Clark conducted a pedestrian survey of the Project area. In all accessible areas of the off-site areas, the ground surface was examined for the presence of archaeological and paleontological resources. The pedestrian survey was conducted by walking along a natural ravine or trail and inspecting the ground surface as visibility permitted. Accessible ridge tops were also inspected. Detailed notes and digital photographs were taken across the Project area to document current ground surface conditions, disturbances and vegetation cover. R ESULTS Cultural Resources Record Search Results of the cultural resources records search indicate that seven cultural resource studies have been conducted within a one-half mile radius of the Project area. These studies were Mr. G. Scott Koehm, Associate Planner CITY OF ANAHEIM August 6, 2010 - Page 7 conducted from 1976 to 2009 and collectively encompass approximately ten percent of the one-half mile radius. No studies and no prehistoric or Native American resources have been previously conducted or recorded within the Project area. However, one prehistoric site (CA-ORA-519/-613) has been recorded less than a quarter-mile north of the Project area. CA-ORA-519/-613 was originally recorded in 1975 and then re-recorded in 1976 as a small camp site located at the bottom of a ridge and in close proximity to a water source. The artifact assemblage of this site is comprised of manos, a metate, a hammerstone, and core tools (Hall and Leonard 1975; Cottrell 1976). This site is located far enough away from the Project area and will not be impacted by the proposed project. No resources listed in the CPHI, CHL, California Register, National Register, or the HRI, were identified within a one half-mile radius of the Project area. Review of the Anaheim, CA USGS and the United States Department of the Army Corps of Engineers (US Department of ACOE) 15- minute topographic quadrangle maps from 1896 and 1942, respectively, revealed the Project area and its immediate vicinity was undeveloped as of the printing of the maps. This suggests that development around the immediate Project area may have occurred post 1940s. Sacred Lands File Search and Native American Consultation The NAHC SLF records search results did not indicate the existence of known Native American cultural resources within a one-half mile of the Project area. As per NAHC suggested procedure, follow-up letters were sent via certified mail, regular mail and via e-mail on July 28, 2010 to the 12 Native American individuals and organizations identified by the NAHC as being affiliated with the vicinity of the project area to request any additional information or concerns they may have about Native American cultural resources that may be affected by the proposed project. To date, PCR has not received any responses from any of the Native American contacts regarding the proposed project. The Native American consultation documentation is included as an attachment to this report. Paleontological Resources Record Search Results of the paleontological resources record search conducted by the LACM indicate that no fossil localities have been reported within the Project area. Nevertheless, there are localities close to the Project area that have the same or similar sedimentary deposits that occur in the Project area. The entire Project area has been mapped as having surface exposures of the marine late Miocene Sycamore Canyon Member of the Puente Formation along with other exposures of the older Yorba Member of the Puente Formation located in close proximity to the south and most probably underlying the Sycamore Canyon Member of the Puente Formation. Records from the LACM suggest that the only vertebrate fossil locality from the Sycamore Canyon Member of the Puente Formation (LACM 6362) is situated just west of Hacienda Heights in the Puente Hills and Mr. G. Scott Koehm, Associate Planner CITY OF ANAHEIM August 6, 2010 - Page 8 northwest of the Project area, which produced a skeleton of a fossil whale. Further, the closest vertebrate fossil localities in the Puente Formation from the older Yorba and Soquel Members include approximately 60 localities (LACM 5560, 6307-6337, 7266-7267, 7269-7270, 7272-7284, 7373-7381, 7383 and 7386) located just south of Los Serranos and west of the Corona Freeway. All of these localities have produced a rich collection of fossil fish and marine mammals including herrings, cods, moras, lanternfishes, jacks, croakers, tunas, sea basses, deep sea smelts, trouts, salmons, viperfish, sea lions, whales, etc. If any fossil remains are recovered during substantial excavations, it would be extremely important to recover them since there are only a few vertebrate fossil localities from the Sycamore Canyon Member of the Puente Formation. The record search results letter from the LACM is provided as an attachment to this report. Pedestrian Survey No archaeological or paleontological resources were identified during the pedestrian survey. The Project area is located south of East Henning View Terrace (cul-de-sac) and within a natural ravine flanked by slopes ascending to the east and west. The Project area is bounded on all sides by single-family homes. The pedestrian survey revealed that the slopes within the Project area are mostly covered with dense vegetation consisting of eucalyptus and pepper trees, cacti plants, poison oak, mustard grasses, and other non-native grasses. It is likely that if archaeological resources once existed on the slopes within the Project area, that these would have fallen down slope during watershed episodes. The only portions of the Project area where the ground surface could be observed are restricted to the natural ravine, where some sections had been previously graded. In addition, PCR encountered a marine deposit outcrop composed of shale immediately outside of the Project area. Modern cultural material such as tires, broken ceramic pipes, wooden logs and sand bags were also found within the Project area. Ground surface visibility was approximately ten percent for the entire Project area. PCR surveyed approximately 40 percent of the Project area since the majority of it was densely vegetated (Figure 4, Project Area Photographs, Photographs 1-5, attached). SRARM UMMARY OF ESULTS NDECOMMENDED ITIGATION Archaeological Resources The results of the record searches and the pedestrian survey did not reveal the existence of historic or archaeological resources within the Project area. However, one prehistoric site (CA- ORA-519/-613) has been recorded less than a quarter-mile north of the Project area. The site was described as a small camp site located at the bottom of a ridge and in close proximity to a water source. Furthermore, the General Plan EIR for the City has recognized one major cultural resource site (CA-ORA-303) located adjacent to SR-91 consisting of manos, choppers, lithic flakes, Mr. G. Scott Koehm, Associate Planner CITY OF ANAHEIM August 6, 2010 - Page 9 hammerstones and faunal bone. Although the current condition of these resources is unknown, their identification confirms the prehistoric occupation of the vicinity of the Project area. These sites will not be impacted by the proposed project because they are located far enough away from the Project area. No resources listed in the CPHI, CHL, California Register, National Register, or the HRI, were identified within a one half-mile radius of the Project area. Review of the Anaheim, CA USGS and the US Department of ACOE 15-minute topographic quadrangle maps from 1896 and 1942, respectively, revealed the Project area was undeveloped as of the printing of the maps. This suggests that development around the Project area could have occurred post 1940s. The pedestrian survey indicated that the Project area is located within a natural ravine with slopes ascending to the east and west. These slopes were densely covered with vegetation during the pedestrian survey. The only portions of the Project area where the ground surface could be observed are restricted to the natural ravine, where some sections had been previously graded. It is possible that dense vegetation may have obstructed the identification of resources. PCR surveyed approximately 40 percent of the Project area since the majority of it was densely covered with vegetation Based on the negative results of the record searches, pedestrian survey and the presence of prehistoric resources within the general vicinity, the potential to encounter resources within the Project area is considered low to moderate. As a result of the low-to-moderate potential, PCR does not recommend monitoring during construction activities within the Project area. If resources are accidentally encountered during project implementation, the following mitigation measure would ensure that potential impacts to the resources are reduced to a less than significant level. Mitigation Measures: 1.If archaeological resources are encountered during implementation of the project, ground-disturbing activities should temporarily be redirected from the vicinity of the find. The Applicant should immediately notify a qualified archaeologist of the find. The archaeologist should coordinate with the Applicant as to the immediate treatment of the find until a proper site visit and evaluation is made by the archaeologist. The archaeologist shall be allowed to temporarily divert or redirect grading or excavation activities in the vicinity in order to make an evaluation of the find and determine appropriate treatment. Treatment will include the goals of preservation where practicable and public interpretation of historic and archaeological resources. All cultural resources recovered will be documented on California Department of Parks Mr. G. Scott Koehm, Associate Planner CITY OF ANAHEIM August 6, 2010 - Page 10 and Recreation Site Forms to be filed with the CHRIS-SCCIC. The archaeologist shall prepare a final report about the find to be filed with the Applicant, City of Anaheim, and the CHRIS-SCCIC, as required by the California Office of Historic Preservation. The report shall include documentation and interpretation of resources recovered. Interpretation will include full evaluation of the eligibility with respect to the National and California Register of Historic Places and CEQA. The report shall also include all specialists’ reports as appendices. The Lead Agency shall designate repositories in the event that significant resources are recovered. The archaeologist shall also determine the need for archaeological monitoring for any ground-disturbing activities thereafter. 2.If human remains are encountered unexpectedly during construction excavations and grading activities, State Health and Safety Code Section 7050.5 requires that no further disturbance shall occur until the County Coroner has made the necessary findings as to origin and disposition pursuant to PRC Section 5097.98. If the remains are determined to be of Native American descent, the coroner has 24 hours to notify the Native American Heritage Commission (NAHC). The NAHC shall then identify the person(s) thought to be the Most Likely Descendent of the deceased Native American, who shall then help determine what course of action shall be taken in dealing with the remains. The Applicant shall then under take additional steps as necessary in accordance with CEQA Guidelines Section 15064.5(e). Native American Consultation The NAHC SLF records search results did not indicate the existence of known Native American cultural resources within a one-half mile of the Project area. As per NAHC suggested procedure, follow-up letters were sent via certified mail, regular mail and via e-mail on July 28, 2010 to the 12 Native American individuals and organizations identified by the NAHC as being affiliated with the vicinity of the Project area to request any additional information or concerns they may have about Native American cultural resources that may be affected by the proposed project. To date, PCR has not received any responses from any of the Native American contacts regarding the proposed project. PCR will keep the City and the Applicant appraised with this on-going Native American consultation. Paleontological Resources The results of the paleontological records search conducted by the LACM and the pedestrian survey did not reveal the existence of paleontological resources within the Project area. The records search results indicate that the Project area has exposures from the marine late Miocene Sycamore Mr. G. Scott Koehm, Associate Planner CITY OF ANAHEIM August 6, 2010 - Page 11 Canyon Member of the Puente Formation along with other exposures of the older Yorba Member of the Puente Formation located in close proximity to the south of the Project area and most probably underlying the Sycamore Canyon Member of the Puente Formation. The only vertebrate fossil locality from the Sycamore Canyon Member of the Puente Formation (LACM 6362) is located west of Hacienda Heights in the Puente Hills area which produced the skeleton of a fossil whale. In addition, the closest vertebrate fossil localities (approximately 60) in the Puente Formation from the older Yorba and Soquel Members were recovered just south of Los Serranos and west of the Corona Freeway. These specimens consist of fossil fish and marine mammals including herrings, cods, moras, lanternfishes, jacks, croakers, tunas, sea basses, deep sea smelts, trouts, salmons, viperfish, sea lions, whales, etc. If any fossil remains are recovered during substantial excavations, it would be extremely important since there are only a few vertebrate fossil localities from the Sycamore Canyon Member of the Puente Formation. As a result, the LACM recommends monitoring during substantial excavations within the Project area since vertebrate fossils from the Puente Formation will likely be uncovered. The pedestrian survey indicated that the Project area is located within a natural ravine with slopes ascending to the east and west. These slopes were densely covered with vegetation during the pedestrian survey. The only portions of the Project area where the ground surface could be observed are restricted to the natural ravine, where some sections had been previously graded. In addition, PCR encountered a marine deposit outcrop composed of shale immediately outside of the Project area. PCR surveyed approximately 40 percent of the Project area since the majority of it was densely vegetated. Therefore, it is possible that dense vegetation may have obstructed the identification of resources. Based on the recommendations by the LACM and the discovery of a marine deposit outcrop composed of shale located immediately outside of the Project area, the potential to encounter paleontological resources is considered moderate to high. As a result, PCR recommends monitoring during project implementation. Consequently, impacts to paleontological resources from implementation of the proposed project will be considered less than significant if the following mitigation measures are executed to identify, evaluate, and recover paleontological resources. These measures are consistent with the recommendations set forth by the LACM in the records search results: Mitigation Measures: 1.A qualified paleontologist shall be retained by the Applicant and approved by the Lead Agency prior to the implementation of the proposed project to develop and execute a paleontological monitoring plan. A qualified paleontologist is here defined as a paleontologist meeting the qualifications established by the Society of Vertebrate Paleontologists. Mr. G. Scott Koehm, Associate Planner CITY OF ANAHEIM August 6, 2010 - Page 12 2.The paleontologist shall attend a pre-grade meeting in order to become familiar with the proposed depths and patterns of grading of the study area and whether excavations will impact the older deposits of Quaternary alluvium within the study area. 3. The paleontologist shall establish a curation agreement with an accredited facility prior to the initiation of ground-disturbing activities. 4. A paleontological monitor, supervised by the paleontologist, shall monitor all ground-disturbing activities that impact the older deposits of Quaternary alluvium associated the implementation of the proposed project. If fossils are found during ground-disturbing activities, the paleontological monitor shall be empowered to halt the ground-disturbing activities within 25 feet of the find in order to allow evaluation of the find and determination of appropriate treatment. 5. The paleontologist shall prepare a final report on the monitoring. If fossils were identified, the report shall contain an appropriate description of the fossils, treatment, and curation. A copy of the report shall be filed with the Applicant, the Lead Agency, and the Natural History Museum of Los Angeles County, and shall accompany any curated fossils. Please contact us if you have any questions about the results and recommendations presented in this report. Sincerely, PCR SERVICES CORPORATION Fatima Clark Kyle Garcia Assistant Archaeologist Senior Archaeologist I Attachments Mr. G. Scott Koehm, Associate Planner CITY OF ANAHEIM August 6, 2010 - Page 13 R EFERENCES Bean, Lowell J. and Florence C. Shipek 1978Luiseño. In R. F. Heizer, (ed.). Handbook of North American Indians. Vol. 8: California: 550-563. Washington, DC: Smithsonian Institute. Chartkoff, J. L. and K. K. Chartkoff. 1984 The Archaeology of California. Menlo Park: Stanford University Press. City of Anaheim 2004 General Plan Final Environmental Impact Report. http://www.anaheim.net/ generalplan/EIR/volume_1.htm, accessed July 22, 2010. City of Anaheim 2010 A Brief History of Modern Day Anaheim. http://www.anaheim.net/article.asp?id=216, accessed July 30, 2010. Cottrell 1976 Site Form for CA-ORA-519 (duplicate, same as CA-ORA-613). On File at the South Central Coastal Information Center, California State University Fullerton. Hall, M.C. and M.C. Leonard 1975 Site Form for CA-ORA-613 (duplicate, same as CA-ORA-519). On File at the South Central Coastal Information Center, California State University Fullerton. Heizer, Robert F. (editor) 1978California. Handbook of North American Indians, Vol. 8, William C. Sturtevant, general editor. Smithsonian Institution, Washington, D.C. Johnson, John R., Thomas W. Stafford, Jr., Henry O. Ajie, and Don P. Morris 2002 Arlington Springs Revisited. Proceedings of the Fifth California Islands Symposium, edited by David R. Brown, Kathryn C. Mitchell and Henry W. Chaney, pp. 541–545. Santa Barbara Museum of Natural History, Santa Barbara. Keller, Jean K. and Daniel F. McCarthy. 1989 Data Recovery at the Cole Canyon Site (CA-RIV-139), Riverside, California.Pacific Coast Archaeological Society Quarterly.25(1). Mr. G. Scott Koehm, Associate Planner CITY OF ANAHEIM August 6, 2010 - Page 14 Kroeber, A. L. 1925Handbook of the Indians of California. Bureau of American Ethnology, Bulletin 78. Smithsonian Institution, Washington, D.C. Meighan, C. W. 1954 A Late Complex in Southern California Prehistory. Southwestern Journal of Anthropology 10:215–227. Meltzer, David J., Donald K. Grayson, Gerardo Ardila, Alex W. Barker, Dena F. Dincauze, C. Vance Haynes, Francisco Mena, Lautaro Nuñez, and Dennis J. Stanford 1997 On the Pleistocene Antiquity of Monte Verde, Southern Chile. American Antiquity 62(4):659-663. Moratto, Michael J. 1984California Archaeology. Academic Press, San Diego. Wallace, William J. 1955 A Suggested Chronology for Southern California Coastal Archaeology. Southwestern Journal of Anthropology 11:214-230. Warren, Claude N. 1968 Cultural Tradition and Ecological Adaptation on the Southern California Coast. In Archaic Prehistory in the Western United States, C. Irwin-Williams, ed, pp. 1-4. Eastern New Mexico University Contributions in Anthropology. Portales. Project Area ± Î»¹·±²¿´ Ó¿° Ú×ÙËÎÛ 05Miles010Kilometers ï Ûò Ø»²²·²¹ Ê·»© Ì»®®¿½» íóË²·¬ Í·²¹´»óÚ¿³·´§ Î»·¼»²¬·¿´ Ð®±¶»½¬ Í±«®½»æ ÛÍÎ× Í¬®»»¬ Ó¿°ô îððçå ÐÝÎ Í»®ª·½» Ý±®°±®¿¬·±²ô îðïðò Project Area ± Ê·½·²·¬§ Ó¿° Ú×ÙËÎÛ 02,000Feet0600Meters î Ûò Ø»²²·²¹ Ê·»© Ì»®®¿½» íóË²·¬ Í·²¹´»óÚ¿³·´§ Î»·¼»²¬·¿´ Ð®±¶»½¬ Í±«®½»æ ËÍÙÍ Ì±°±¹®¿°¸·½ Í»®·» øÑ®¿²¹»ô Ýß÷å ÐÝÎ Í»®ª·½» Ý±®°±®¿¬·±²ô îðïðò Project Area E Via Sabia ± ß»®·¿´ Ð¸±¬±¹®¿°¸ Ú×ÙËÎÛ 0200Feet060Meters í Ûò Ø»²²·²¹ Ê·»© Ì»®®¿½» íóË²·¬ Í·²¹´»óÚ¿³·´§ Î»·¼»²¬·¿´ Ð®±¶»½¬ Í±«®½»æ ß»®·¿´ Û¨°®»ô îððçå ÐÝÎ Í»®ª·½» Ý±®°±®¿¬·±²ô îðïðò ûø ìì÷îøóä õó ÷íè÷ùôîóùûðîæ÷éèóõûèóíî û÷ ìì÷îøóä ôé ãøêíðíõãèçøã ûö ìì÷îøóä êù ÷éìíîé÷éèííïï÷îèé ÆÂÉÕÛÂÂ¼ÕÕÜÜÛ¼Â Ý·¬§±ºß²¿¸»·³ÛòØ»²²·²¹Ê·»©Ì»®®¿½»íË²·¬Í·²¹´»Ú¿³·´§Î»·¼»²¬·¿´Ð®±¶»½¬ ï ð×ÈÈ×Êû û Ú»¾®«¿®§îðïïß¬¬¿½¸³»²¬ÞÛ¨°´¿²¿¬·±²±ºÝ¸»½µ´·¬Ü»¬»®³·²¿¬·±² ÔÛÌÌÛÎß COMMENT A-1 Ý·¬§±ºß²¿¸»·³ÛòØ»²²·²¹Ê·»©Ì»®®¿½»íË²·¬Í·²¹´»Ú¿³·´§Î»·¼»²¬·¿´Ð®±¶»½¬ í ûõ ìì÷îøóä ïïì óèóõûèóíîíîóèíêóîõðûî MITIGATION MONITORING PLAN FOR E. HENNING VIEW TERRACE 3-UNIT SINGLE-FAMILY RESIDENTIAL PROJECT CEQA Action: Mitigated Negative Declaration. Project Description: The Project Applicant, Jay and Ami Mehta, represented by K.T.K Construction, Inc., is proposing the subdivision of an approximately 4.8-acre site into four parcels, three of which would be developed with one-story, approximately 4,500 square foot single-family residences. The remaining parcel is currently developed with a single-family residence that would not be altered by the project. The project would extend E. Henning View Terrace (street), a cul-de-sac, to provide access for the three new residences. Project Location: A 4.8-acre partially developed site south of E. Henning View Terrace (street) in the Anaheim Hills area, Anaheim, Orange County, CA 92807. Terms and Definitions: 1.Environmental Equivalent/Timing – Any Mitigation Measure and timing thereof, subject to the approval of the City of Anaheim, which will have the same or superior result and will have the same or superior effect on the environment. The Planning Department, in conjunction with any appropriate agencies or City departments, shall determine the adequacy of any proposed “environmental equivalent/timing” and, if determined necessary, may refer said determination to the Planning Commission. 2.Timing - This is the point where a mitigation measure must be monitored for compliance. In the case where multiple action items are indicated, it is the first point where compliance associated with the mitigation measure must be monitored. Once the initial action item has been complied with, no additional monitoring pursuant to the Mitigation Monitoring Plan will occur, as routine City practices and procedures will ensure that the intent of the measure has been complied with. For example, if the timing is “to be shown on approved building plans” subsequent to issuance of the building permit consistent with the approved plans will be final building and zoning inspections pursuant to the building permit to ensure compliance. 3.Responsibility of Monitoring - Shall mean that compliance with the subject mitigation measure(s) shall be reviewed and determined adequate by all departments listed for each mitigation measure. 4.Ongoing Mitigation Measures – The mitigation measures that are designated to occur on an ongoing basis as part of this mitigation monitoring plan will be monitored in the form of an annual letter from the Planning Department in January of each year stating how compliance with the subject measures(s) has been achieved. When compliance with a measure has been demonstrated for a period of one year, monitoring of the measure will be deemed to be satisfied and no further monitoring will occur. For measures that are to be monitored “Ongoing During Construction”, the annual letter will review those measures only while construction is occurring; monitoring will be discontinued after construction is completed. City of Anaheim E. Henning View Terrace 3-Unit Single-Family Residential Project PCR Services Corporation February 2011 1 Page Mitigation Monitoring Plan Responsible Timing Mitigation Measure Agency to Monitor Date Completed Air Quality Ongoing during grading and AIR-1: Water exposed surfaces at least two times a day under calm conditions. Public Works construction. Water as often as needed on windy days when winds are less than 25 Department miles per hour or during very dry weather in order to maintain a surface crust and prevent the release of visible emissions from the construction site. Ongoing during grading and AIR-2: All trucks hauling dirt, sand, soil or other loose materials off-site shall be Public Works construction. covered or wetted or shall maintain at least two feet of freeboard (i.e., Department minimum vertical distance between the top of the material and the top of the truck). Wash mud-covered tires and under-carriages of trucks leaving construction sites. Ongoing during grading and AIR-3: Adjacent streets shall be swept, as needed, to remove dirt dropped by Public Works construction. construction vehicles or mud that would otherwise be carried off by Department trucks departing the site. Ongoing during grading and AIR-4: All earth moving or excavation activities shall be discontinued during Public Works construction. periods of high winds (i.e., greater than 25 mph), so as to prevent Department excessive amounts of dust. Ongoing during grading and AIR-5: General contractors shall ensure that all construction equipment be Public Works construction. properly tuned and maintained in accordance with manufacturer’s Department specifications. Ongoing during grading and AIR-6: All construction vehicles shall be prohibited from idling in excess of five Public Works construction. minutes, both on- and off-site. Signs shall be posted limiting idling to Department five minutes. Cultural Resources Ongoing during ground disturbing CULT-1: If archaeological resources are encountered during implementation of the Planning construction-related activities; and project, ground-disturbing activities shall temporarily be redirected from Department potentially post-construction the vicinity of the find. The Project Applicant and/or contractor shall should resources be encountered. immediately notify the City of Anaheim and a qualified archaeologist of the find. The archaeologist shall coordinate with the Project Applicant as to the immediate treatment of the find until a proper site visit and evaluation is made by the archaeologist. The archaeologist shall be allowed to temporarily divert or redirect grading or excavation activities in the vicinity in order to make an evaluation of the find and determine appropriate treatment. Treatment shall include the goals of preservation where practicable and public interpretation of historic and archaeological resources. All cultural resources recovered shall be documented on California Department of Parks and Recreation Site Forms to be filed with the CHRIS-SCCIC. The archaeologist shall prepare a final report about the find to be filed with the Project Applicant, City of Anaheim, City of Anaheim E. Henning View Terrace 3-Unit Single-Family Residential Project PCR Services Corporation February 2011 2 Page Mitigation Monitoring Plan Responsible Timing Mitigation Measure Agency to Monitor Date Completed and the CHRIS-SCCIC, as required by the California Office of Historic Preservation. The report shall include documentation and interpretation of resources recovered. Interpretation shall include full evaluation of the eligibility with respect to the National and California Register of Historic Places and CEQA. The report shall also include all specialists’ reports as appendices. The City of Anaheim shall designate repositories in the event that significant resources are recovered. The archaeologist shall also determine the need for archaeological monitoring for any ground- disturbing activities thereafter. Prior to issuance of a grading CULT-2: A qualified paleontologist shall be retained by the Project Applicant and Planning permit or commencement of approved by the City of Anaheim prior to any grading activities to Department construction, whichever occurs develop and execute a paleontological monitoring plan. A qualified first; implemented ongoing during paleontologist is here defined as a paleontologist meeting the ground disturbing construction-qualifications established by the Society of Vertebrate Paleontologists. related activities; and, potentially The paleontologist shall conduct the following tasks: post-construction should resources A. The paleontologist shall attend a pre-grade meeting in order to be encountered. become familiar with the proposed depths and patterns of grading of the study area and whether excavations would impact the older deposits of Quaternary alluvium within the study area. B. The paleontologist shall establish a curation agreement with an accredited facility prior to the initiation of ground-disturbing activities. C. A paleontological monitor, supervised by the paleontologist, shall monitor all ground-disturbing activities that impact the older deposits of Quaternary alluvium associated the implementation of the proposed project. If fossils are found during ground-disturbing activities, the paleontological monitor shall be empowered to halt the ground-disturbing activities within 25 feet of the find in order to allow evaluation of the find and determination of appropriate treatment. D. The paleontologist shall prepare a final report on the monitoring. If fossils were identified, the report shall contain an appropriate description of the fossils, treatment, and curation. A copy of the report shall be filed with the Project Applicant, the City of Anaheim, and the Natural History Museum of Los Angeles County, and shall accompany any curated fossils. City of Anaheim E. Henning View Terrace 3-Unit Single-Family Residential Project PCR Services Corporation February 2011 3 Page Mitigation Monitoring Plan Responsible Timing Mitigation Measure Agency to Monitor Date Completed Geology and Soils Prior to issuance of a grading Public Works GEO-1: Prior to issuance of a grading permit, a qualified geotechnical engineer permit. Department and engineering geologist shall be retained by the Project Applicant to review the permit grading plans and foundation plans/designs for the project and prepare a final permit level geotechnical investigation for review and approval by the city. The design recommendations in the report shall ensure that subdrain outlets avoid potential conflicts with underground utilities within the proposed roadway. In addition, the report shall include an analysis of active earth pressure due to adversely- oriented bedding and the results incorporated in recommendations for active earth pressures. Ongoing during construction. GEO–2: Ongoing during construction: The geotechnical engineer and engineering Public Works geologist shall assess the field conditions during grading phases when Department soil and geologic conditions in the excavations become exposed. When appropriate or as requested by the city, the geotechnical engineer shall provide structure-specific geologic and geotechnical recommendations which shall be documented in a report to be appended to the project’s geotechnical investigation submitted with the grading plans for permits. Greenhouse Gas Emissions Prior to project plan GHG-1: Project buildings shall be constructed to exceed Title 24 requirements by Planning approval. ten percent. The Project shall also include energy efficiency measures by Department incorporating green building materials which allows for reduced Project – Building Division energy demand. Prior to project plan GHG-2: The project shall reduce GHG emissions from electricity by reducing Planning approval. energy demand through the installation of Energy Star appliances, Department lighting, and energy-saving windows. – Building Division Prior to project plan GHG-3: The project shall incorporate efficient water management practices, such Planning approval. as hydrozoning by grouping plants with the same water needs. This Department strategy in addition to incorporating drought resistant or low-water plants – Building Division and water-efficient irrigation techniques, shall reduce the use of potable water by 50 percent. Ongoing during construction. Public Works GHG-4: At least 75 percent of construction waste (by weight) shall be recycled. Department Prior to project plan Planning GHG-5: The project shall plant shade trees on the project site to decrease Project approval. Department energy demand. – Building Division City of Anaheim E. Henning View Terrace 3-Unit Single-Family Residential Project PCR Services Corporation February 2011 4 Page ìùêó êæóî÷ íÎ×æ×ÎÈÇÊ×éÇÓÈ× óÊÆÓÎ×ùÛÐÓÖÍÊÎÓÛ è÷ð öûä ìùêÓÎÖÍüÌÙÊÎ×ÈÙÍÏ ìùêéï ûîèûíîóùû åÓÐÉÔÓÊ×úÍÇÐ×ÆÛÊØéÇÓÈ× éÛÎÈÛïÍÎÓÙÛùÛÐÓÖÍÊÎÓÛ è÷ð öûä ìùêÓÎÖÍüÌÙÊÎ×ÈÙÍÏ ìùêì ûéûø÷îû ÷ÛÉÈùÍÐÍÊÛØÍúÍÇÐ×ÆÛÊØéÇÓÈ× ìÛÉÛØ×ÎÛùÛÐÓÖÍÊÎÓÛ è÷ð öûä ìùêÓÎÖÍüÌÙÊÎ×ÈÙÍÏ ßÌÌßÝØÓÛÒÌ ÒÑò ì ßÌÌßÝØÓÛÒÌ ÒÑò ë 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 ûèèûùôï÷îèîí öçðð÷êèíîùóèãðóïóèé ûîûô÷óïùóèãðóïóèé ó ó ó ó ø÷æ óîøçéèêóûð óîøçéèêóûð óîøçéèêóûð óîøçéèêóûð ó íêûîõ÷ùíçîèã åûè÷êøóéèêóùè ó íêûîõ÷ùíçîèã åûè÷êøóéèêóùè ó óîøçéèêóûð ó ó ó ó óîøçéèêóûð óîøçéèêóûð óîøçéèêóûð óîøçéèêóûð û×ÊÓÛÐìÔÍÈÍ ïÛÃ ûìî éÇÚÒ×ÙÈìÊÍÌ×ÊÈÃ ø÷æ ÈÓÛûÆ×ÎÇ× ûèèûùôï÷îèîí öçðð÷êèíîùóèãðóïóèé ûîûô÷óïùóèãðóïóèé û×ÊÓÛÐìÔÍÈÍ ïÛÃ ûìî éÇÚÒ×ÙÈìÊÍÌ×ÊÈÃ ø÷æ ÈÓÛûÆ×ÎÇ× [DRAFT]ATTACHMENT NO. 2 RESOLUTION NO. PC2011-*** A RESOLUTION OF THE ANAHEIM CITY PLANNING COMMISSION DETERMINING THAT A CLASS 1 CATEGORICAL EXEMPTIONIS THE APPROPRIATE ENVIRONMENTAL DOCUMENTATIONANDAPPROVING CONDITIONAL USE PERMIT NO. 2010-05538 (DEV2010-00178) (2350-2384 EAST ORANGETHORPE AVENUE AND 1631 NORTH PLACENTIA AVENUE) WHEREAS, the Anaheim City Planning Commission did receive a verified Petition for Conditional Use Permit No. 2010-05538to permit automobile repair uses within two existing industrial buildings and a fitness centerfor certain real property situated in the City of Anaheim, County of Orange, State of California, shown on Exhibit “A”, attached hereto and incorporated herein by this reference. WHEREAS, this property is developed with two industrial buildingslocated in the I(Industrial)zoneandthe Anaheim General Plan designates the property for commercial land uses;and WHEREAS, the Planning Commission did hold a public hearing at the Civic Center in the City of AnaheimonFebruary 28,2011, 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 the Anaheim Municipal Code, Chapter 18.60, to hear and consider evidence for and against said proposed conditional use permit and to investigate and make findings and recommendations in connection therewith; and WHEREAS, said Commission, after due inspection, investigation and study made by itselfand in its behalf, and after due consideration of all evidence and reports offered at said hearing, does find and determine the following facts: 1.The request to permit automobile repair uses and a fitness centeris properly one for which a conditional usepermit is authorized under Code Section Nos. 18.10.030.040.0402 (Automotive –Repair and Modification)and (Dance and Fitness Studios –Small)of the Anaheim Municipal Code. 2.Theproposed automobile repair uses and fitness centerwill not adversely affect the adjoining land uses and the growth and development of the area in which it is located because it is industriallyzoned and is located in a industrial areawith similar surrounding uses. 3.The size and shape of the site for the use is adequate to allow the full development of the proposed use in a manner not detrimental to the particular area or to the health and safety of the citizens of Anaheimbecausethe automobile repair uses and fitness center will not impact the development of the area. -1-PC2011-*** 4.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 areabecausethe traffic generated by this use will not exceed the volume of trafficplanned for the streets and highways in the area. 5.Thegranting of the conditional use permit under the conditions imposed will not bedetrimental to the health and safety of the citizens of the City of Anaheim as the existing land use will continue to becompatible with the surrounding areaand the proposed automobile repair uses and fitness centerare not a health or safety risk to the citizens of the City of Anaheim. WHEREAS, the proposed project falls within the definition of Categorical Exemptions, Section 15303, Class 1 (Existing Facilities) as defined in the State CEQA Guidelines, and is therefore, exempt from the requirement to prepare additional environmental documentation. NOW, THEREFORE, BE IT RESOLVED that the Anaheim City Planning Commission does hereby approve Conditional Use Permit No. 2010-05538subject 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 Anaheim Municipal 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 originalintent and purpose of the condition (s), (ii) the modification complies with the Anaheim Municipal Code and (iii) the applicant has demonstrated significant progress toward establishment of the use or approved development. BE IT FURTHER RESOLVED, thatthis Conditional Use Permitis approved without limitations on the duration of the use. Amendments, modifications and revocations 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 Anaheim Municipal 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 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. -2-PC2011-*** BE IT FURTHER RESOLVED that the applicant is responsiblefor paying all charges related to the processing of this discretionary case application within 15 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 the revocation of the approval of this application. THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting of February 28, 2011. CHAIRMAN, ANAHEIM CITY PLANNING COMMISSION ATTEST: SENIOR SECRETARY, ANAHEIM CITY PLANNING COMMISSION STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Grace Medina,Senior Secretary of the Anaheim City Planning Commission, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Anaheim City Planning Commission heldonFebruary 28, 2011,by the following vote of the members thereof: AYES:COMMISSIONERS: NOES:COMMISSIONERS: ABSENT:COMMISSIONERS: th IN WITNESS WHEREOF, I have hereunto set my hand this 28day of February2011. SENIOR SECRETARY, ANAHEIM CITY PLANNING COMMISSION -3-PC2011-*** -4-PC2011-*** EXHIBIT“B” CONDITIONAL USE PERMIT NO.2010-05538 (DEV2010-00178) REVIEW SIGNED NO.CONDITIONS OF APPROVAL BY OFF BY PRIOR TO BUILDING AND ZONING INSPECTION 1A covered trash enclosure is required for auto repairs Public to prevent the entry of storm water.Works, Streets and Sanitation/ Planning Department 2The property owner shall submit a letter to the Planning Planning Department, Planning Services Division Department requesting the termination of Conditional Use Permit Nos. 2697, 2842, 3014, 3459 and 2000-04278. GENERAL 3All business activity shall be conducted wholly Planning within the building. Department, Code Enforcement 4Parking areas shall not be used for outdoor storage, Planning storage of trailers or non-motorized vehicles, Department, Code automobile washing or detailing, automobile repair Enforcement or maintenance, storage of inoperable vehicles, display of vehicles for sale or rent, or advertising on vehicles or trailers. 5The subject property shall be developed substantially Planning in accordance with plans and specifications Department submitted to the City of Anaheim by the petitioner and which plans are on file with the Planning Department marked Exhibit No. 1 (SitePlans) as conditioned herein. -5-PC2011-*** ßÌÌßÝØÓÛÒÌ ÒÑò í ßÌÌßÝØÓÛÒÌ ÒÑò ì ßÌÌßÝØÓÛÒÌ ÒÑò ë 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