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PC 2018/06/25 City of Anaheim Planning Commission Agenda Monday, June 25, 2018 Council Chamber, City Hall 200 South Anaheim Boulevard Anaheim, California • Chairperson: Bill Dalati • Chairperson Pro-Tempore: Michelle Lieberman • Commissioners: John Armstrong, Jess Carbajal, John Gillespie, Kimberly Keys, Steve White • Call To Order - 5:00 p.m. • Pledge Of Allegiance • Public Comments • Public Hearing Items • Commission Updates • Discussion • Adjournment For record keeping purposes, if you wish to make a statement regarding any item on the agenda, please complete a speaker card in advance and submit it to the secretary. A copy of the staff report may be obtained at the City of Anaheim Planning and Building Department, 200 South Anaheim Boulevard, Anaheim, CA 92805. A copy of the staff report is also available on the City of Anaheim website www.anaheim.net/planning on Thursday, June 21, 2018, after 5:00 p.m. Any writings or documents provided to a majority of the Planning Commission regarding any item on this agenda (other than writings legally exempt from public disclosure) will be made available for public inspection in the Planning and Building Department located at City Hall, 200 S. Anaheim Boulevard, Anaheim, California, during regular business hours. You may leave a message for the Planning Commission using the following e-mail address: planningcommission@anaheim.net 06-25-2018 Page 2 of 4 APPEAL OF PLANNING COMMISSION ACTIONS Any action taken by the Planning Commission this date regarding Reclassifications, Conditional Use Permits, Variances, Public Convenience or Necessity Determinations, Tentative Tract and Parcel Maps will be final 10 calendar days after Planning Commission action unless a timely appeal is filed during that time. This appeal shall be made in written form to the City Clerk, accompanied by an appeal fee in an amount determined by the City Clerk. The City Clerk, upon filing of said appeal in the Clerk's Office, shall set said petition for public hearing before the City Council at the earliest possible date. You will be notified by the City Clerk of said hearing. If you challenge any one of these City of Anaheim decisions in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in a written correspondence delivered to the Planning Commission or City Council at, or prior to, the public hearing. Anaheim Planning Commission Agenda - 5:00 P.M. Public Comments This is an opportunity for members of the public to speak on any item under the jurisdiction of the Anaheim City Planning Commission or provide public comments on agenda items with the exception of public hearing items. 06-25-2018 Page 3 of 4 Public Hearing Item ITEM NO. 2 MITIGATED NEGATIVE DECLARATION GENERAL PLAN AMENDMENT NO. 2017-00517 SPECIFIC PLAN AMENDMENT NO. 15 TO THE ANAHEIM RESORT SPECIFIC PLAN (SPN92-2X) MINOR CONDITIONAL USE PERMIT NO. 2017-05949 VARIANCE NO. 2017-05097 FINAL SITE PLAN NO. 2017-00003 ADMINISTRATIVE ADJUSTMENT NO. 2017-00413 (DEV2016-00114) Location: 1441 South Manchester Avenue Request: The applicant requests a General Plan Amendment and Specific Plan Amendment to create a new density category for the Anaheim Resort Specific Plan (SP92-2); Minor Conditional Use Permit to allow valet parking; Variance to allow a narrower landscaped street setback than required by the Code and to allow two wall signs that are visible from the same vantage point; Final Site Plan to confirm the Project complies with the ARSP; and Administrative Adjustment for a reduction in the number of parking spaces required by the Code. The proposed project includes a six-story, 223-room dual- branded hotel with two levels of subterranean parking. The hotels would include a meeting room and retail shop on the ground floor and guest amenities on the ground level and second level, including a swimming pool, breakfast rooms, and fitness room. Environmental Determination: The Planning Commission will consider whether a Mitigated Negative Declaration is the appropriate environmental documentation for this request under the California Environmental Quality Act. Resolution No. ______ Resolution No. ______ Resolution No. ______ Resolution No. ______ Project Planner: Elaine Thienprasiddhi ethien@anaheim.net Adjourn to Monday, July 9 , 2018 at 5:00 p.m. 06-25-2018 Page 4 of 4 CERTIFICATION OF POSTING I hereby certify that a complete copy of this agenda was posted at: 2:00 p.m. June 20, 2018 (TIME) (DATE) LOCATION: COUNCIL CHAMBER DISPLAY CASE AND COUNCIL DISPLAY KIOSK SIGNED: ANAHEIM CITY PLANNING COMMISSION The City of Anaheim wishes to make all of its public meetings and hearings accessible to all members of the public. The City prohibits discrimination on the basis of race, color, or national origin in any program or activity receiving Federal financial assistance. If requested, the agenda and backup materials will be made available in appropriate alternative formats to persons with a disability, as required by Section 202 of the Americans with Disabilities Act of 1990 (42 U.S.C. Sec. 12132), and the federal rules and regulations adopted in implementation thereof. Any person who requires a disability-related modification or accommodation, including auxiliary aids or services, in order to participate in the public meeting may request such modification, accommodation, aid or service by contacting the Planning and Building Department either in person at 200 South Anaheim Boulevard, Anaheim, California, or by telephone at (714) 765-5139, no later than 10:00 a.m. one business day preceding the scheduled meeting. La ciudad de Anaheim desea hacer todas sus reuniones y audiencias públicas accesibles a todos los miembros del público. La Ciudad prohíbe la discriminación por motivos de raza , color u origen nacional en cualquier programa o actividad que reciba asistencia financiera federal. Si se solicita, la agenda y los materiales de copia estarán disponible en formatos alternativos apropiados a las personas con una discapacidad, según lo requiere la Sección 202 del Acta de Americanos con Discapacidades de 1990 (42 U.S.C. Sec. 12132), las normas federales y reglamentos adoptados en aplicación del mismo. Cualquier persona que requiera una modificación relativa a la discapacidad, incluyendo medios auxiliares o servicios, con el fin de participar en la reunión pública podrá solicitar dicha modificación, ayuda o servicio poniéndose en contacto con la Oficina de Secretaria de la Ciudad ya sea en persona en el 200 S Anaheim Boulevard, Anaheim, California, o por teléfono al (714) 765-5139, antes de las 10:00 de la mañana un día habil antes de la reunión programada. 200 S. Anaheim Blvd. Suite #162 Anaheim, CA 92805 Tel: (714) 765-5139 Fax: (714) 765-5280 www.anaheim.net ITEM NO. 2 PLANNING COMMISSION REPORT City of Anaheim PLANNING AND BUILDING DEPARTMENT DATE: JUNE 25, 2018 SUBJECT: GENERAL PLAN AMENDMENT NO. 2017-00517, SPECIFIC PLAN AMENDMENT NO. 15 TO THE ANAHEIM RESORT SPECIFIC PLAN (SPN92-2X), VARIANCE NO. 2017-05097, FINAL SITE PLAN NO. 2017-00003, MINOR CONDITIONAL USE PERMIT NO. 2017-05949, AND ADMINISTRATIVE ADJUSTMENT NO. 2017-00413 LOCATION: 1414 and 1441 South Manchester Avenue APPLICANT/PROPERTY OWNER: The property owner and applicant is Praful Patel, with NARA Investments, LLC, represented by Amil Patel, also with NARA Investments, LLC. REQUEST: The applicant proposes the construction of a 223-room, dual branded hotel (Hilton Garden Inn and Home2Suites) with 1,516 square feet of accessory retail space and 975 square feet of meeting space. The request requires approval of the following entitlements:  General Plan Amendment to create a new density category, “Medium Density (Modified)” for the Anaheim Resort Specific Plan (ARSP);  Amendment No. 15 to the ARSP to create a new density category “Medium Density (Modified)”;  Variance to allow a narrower street setback than required by the Code and to allow two wall signs that are visible from the same vantage point;  Final Site Plan to confirm the project complies with the ARSP;  Minor Conditional Use Permit to allow valet parking; and,  Administrative Adjustment for a reduction in the number of parking spaces required by the Code. RECOMMENDATION: Staff recommends that the Planning Commission adopt the attached resolutions, determining that the Initial Study and Mitigated Negative Declaration (IS/MND) prepared for the proposed project is the appropriate environmental documentation for this request under the California Environmental Quality Act; and recommending City Council approval of General Plan Amendment No. 2017-00517, Specific Plan Amendment No. 15 to the Anaheim Resort Specific Plan; Variance No. 2017-05097, Final Site Plan No. 2017-00003, Minor Conditional Use Permit No. 2017-05949,and Administrative Adjustment No. 2017-00413. General Plan Amendment No. 2017-00517 June 25, 2018 Page 2 of 10 BACKGROUND: This 2.5-acre property is comprised of two parcels on Manchester Avenue. The applicant recently constructed a 101-room Holiday Inn Express on the northerly parcel, which opened in February 2016. The applicant currently operates a 108-room Quality Inn and Suites on the southerly parcel. The site is located within the Commercial Recreation (C-R) District of the ARSP and is within the low-medium density category. This density category allows development of up to 75 rooms per acre or per parcel, whichever is greater. The General Plan designates the project site for Commercial Recreation land use. In addition, General Plan Figure LU-5 designates this property as being within an area of the City with special density limitations described in Table LU-4 of the General Plan. This table limits the property’s development intensity in accordance with the density limitations in the ARSP. Surrounding land uses include hotels to the north and west, West Coast University to the south and the Interstate 5 (I-5) freeway to the east. PROPOSAL: The applicant proposes to demolish the existing Quality Inn and Suites hotel buildings on the south parcel and construct a six-story, 223-room hotel. The hotel would include two levels of subterranean parking, a 1,516 square foot retail space, and 975 square feet of meeting space. The hotel would also provide various guest amenities, including a separate breakfast room for each hotel brand; and outdoor recreation area with a pool, spa and splash pads; and, a fitness room. The applicant proposes constructing a maximum building height of 84 feet, including all architectural projections. The architectural style is contemporary, emphasizing key areas of the building with glass, metal, limestone and architectural projections. The proposed project would provide vehicle access to the site from two existing driveways on Manchester Avenue. The proposed project would close an existing third driveway, located farthest to the south on the project site, and construct and landscape the area with a parkway, sidewalk and setback consistent requirements of the ARSP. Vehicular circulation, including a covered drop-off and loading area and 27 surface parking spaces, would be located at the front of the hotel building. The subterranean garage would provide 200 parking spaces, with 148 spaces in tandem. The subterranean garage would supply parking for both the existing Holiday Inn General Plan Amendment No. 2017-00517 June 25, 2018 Page 3 of 10 Express and the proposed dual brand hotel. Valet attendants would be at the drop-off areas of each hotel. Once a vehicle’s owner provides his or her vehicle to the valet attendant, the attendant would access the parking garage via a ramp immediately west of the proposed guest drop off area. Customers visiting the retail business would have the ability to self-park for a short period of time within designated spaces in the surface lot. Valet attendants would monitor these spaces to ensure that visitors do not use these designated spaces for long-term parking. Existing landscaping in front of the Holiday Inn Express on the northerly parcel would remain. The applicant would provide layered landscaping for the southerly property with Brisbane Box and Pink Trumpet trees within the front setback and a variety of vertical and canopy trees within the interior setback areas and outdoor recreation space. The property owner would dedicate additional right-of-way in front of the proposed hotel to match the curbline and sidewalk constructed as part of the Holiday Inn Express project. The applicant proposes two wall signs, one for each of the hotel brands. They would be located on the east-facing elevations, on each end of the L-shaped building. The applicant would also install a monument sign in the street-adjacent setback, as permitted by the specific plan. FINDINGS AND ANALYSIS: The proposed project requires approval of a General plan Amendment, Specific Plan Amendment, Variance, Final Site Plan, Minor Conditional Use Permit and Administrative Adjustment. The City Council is the approval authority for General Plan and Specific Plan Amendments. City Council review and approval of the amendments is required to take place in conjunction with a noticed public hearing. The Planning Commission is typically the review authority for Variances and Final Site Plans and the Planning Director is typically the approval authority for Minor Conditional Use Permits and Administrative Adjustments. When an applicant makes any application that requires Planning Director approval in conjunction with a project that requires Planning Commission action, the application shall be made to the Planning Commission. However, when an applicant submits multiple discretionary land use applications for concurrent Planning Commission review and approval, and one or more of such applications requires City Council review and approval in conjunction with a noticed public hearing, all such applications shall be subject to full review and approval by the City Council as the granting authority. Therefore, all of the requested entitlements require City Council approval. The Planning Commission’s role is to provide a recommendation to City Council on each request. Following is staff’s analysis and recommendation for each requested action. General Plan Amendment: The Land Use Element of the City’s General Plan is the guide for the City’s future development. It designates the distribution and location of specific land uses and addresses the permitted densities for each land use designation. The General Plan designates the project site for Commercial Recreation land use. In addition, General Plan Figure LU-5 designates this property as being within an area of the City with special density limitations described in Table LU-4 of the General Plan. This table limits the property’s development intensity in accordance with the density limitations in the ARSP. Since the property is within the low-medium density category of the C-R District of the ARSP, the property’s density is limited to the development of up to 75 rooms per acre or per parcel, whichever is greater. Pursuant to the property’s low-medium density designation, the property owner may develop up to 220 rooms on the project site. Since the proposed project would retain the existing 101-room Holiday Inn General Plan Amendment No. 2017-00517 June 25, 2018 Page 4 of 10 Express on the project site, the remaining density permitted pursuant to the General Plan would be 119 rooms. The existing Quality Inn and Suites has 108 rooms. The applicant proposes to demolish the existing Quality Inn and Suites and construct a 223- room, dual branded hotel (Hilton Garden Inn and Home2Suites) with 1,516 square feet of accessory retail space and 975 square feet of meeting space. The ARSP allows property owners to develop up to 20% of the hotel square footage with integrated accessory uses, such as retail space and meetings rooms, at a rate of one room per 600 square feet of accessory use. The equivalent density of the new hotel would be 227 rooms. The density of the new hotel and the existing 101-room Holiday Inn Express is equivalent to 328 hotel rooms, which exceeds the permitted density on the project site by 108 hotel rooms. To accommodate the proposed project, the applicant is requesting approval of a new density category for the project site. The General Plan and the ARSP would identify this new density category as “Medium Density (Modified)” and permit a maximum density of up to 345 rooms. The proposed density would be 17 rooms (10,200 square feet) greater than the room equivalency for the proposed project and would allow additional flexibility for any future modifications to either hotel. The IS/MND prepared for the proposed project analyzed the effects of development of up to 345 rooms, or the equivalent accessory uses for 20% of the hotel square footage, on the project site. The City Council approved a similar amendment to the General Plan in 2009 to create the Low- Medium Density (Modified) to allow up to 252 rooms and 75,593 square feet of accessory uses to accommodate hotel development on the southeast corner of Katella Avenue and Harbor Boulevard. The hotel project that the property owner ultimately constructed on this site was 262 hotel rooms and 31,957 square feet of accessory uses. The City accommodated the increase in hotel rooms and the decrease in accessory uses through the one hotel room per 600 square feet of accessory uses equivalency factor. Based on this previous project, rather than specifically calling out the number of hotel rooms and accessory uses for the proposed project, staff is recommending only referencing a hotel room number and deferring to the equivalency provision for any proposed accessory uses. Before the Planning Commission recommends City Council approval of a General Plan Amendment, it must make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) The proposed amendment maintains the internal consistency of the General Plan; 2) The proposed amendment would not be detrimental to the public interest, health, safety, convenience or welfare of the City; 3) The proposed amendment would maintain the balance of land uses within the City; and 4) If the amendment is to the General Plan Land Use Map, the subject property is physically suitable to accommodate the proposed modification, including but not limited to, access, physical constraints, topography, provision of utilities, and compatibility with surrounding land uses. General Plan Amendment No. 2017-00517 June 25, 2018 Page 5 of 10 The proposed amendment to the General Plan maintains the internal consistency of the plan since there is no proposed change in land use. It is also consistent with the General Plan designations of the surrounding properties. The City established the density provisions for the ARSP largely in consideration of infrastructure capacity. The IS/MND prepared for the project concludes that the infrastructure capacity is sufficient to accommodate the proposed density increase. Specific Plan Amendment: The request would add a “Medium Density (Modified)” category to ARSP Exhibit 3.3-2 (Commercial Recreation (C-R) Development Density Plan) and depict the new designation on the subject property. Likewise, the request would amend Anaheim Municipal Code Section 18.116.060.020, Table 116-B (Hotel/Motel Room Density) to add the Medium Density (Modified) category. Before the Planning Commission recommends City Council approval of a Specific Plan Amendment, it must make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) That the property proposed for the specific plan has unique site characteristics, such as topography, location or surroundings, that are enhanced by special land use and development standards; 2) That the specific plan is consistent with the goals and policies of the General Plan, and with the purposes, standards and land use guidelines therein; 3) That the specific plan results in development of desirable character that will be compatible with existing and proposed development in the surrounding neighborhood; 4) That the specific plan contributes to a balance of land uses throughout the City; and 5) That the specific plan respects environmental, aesthetic and historic resources consistent with economic realities. The proposed amendment to the ARSP is consistent with the proposed amendment to the General Plan, as described above. The specific plan amendment is also consistent with the purposes, standards and land use guidelines of the General Plan, subject to the approval of the proposed General Plan Amendment. The property proposed for the specific plan amendment and re-designation of the property to the Medium Density (Modified) density category has unique site characteristics and surroundings, as it is located in The Anaheim Resort, the only area of the City designated by the General Plan for Commercial Recreation land use, and specifically designated for tourist and visitor-serving uses. The ARSP is one of three specific plans within The Anaheim Resort that implement the General Plan’s Commercial-Recreation land use designation. The proposed amendment would not change the boundaries of the existing ARSP or make any changes to the development standards that implement this designation. General Plan Amendment No. 2017-00517 June 25, 2018 Page 6 of 10 The amendment would permit the proposed hotel development, just at a greater density than the General Plan provides for, and would implement the General Plan Commercial Recreation land use designation. In addition, the Specific Plan Amendment would allow continued development in accordance with the ARSP, with the exception of the greater density and development standard modifications described below. The proposed amendment maintains and contributes to the balance of land uses within the City by encouraging tourist and entertainment related industries in an area of the City specifically designated for this type of development. The proposed amendment respects environmental and aesthetic, and historic resources consistent with economic realities. All potential environmental impacts associated with the proposed project and the increase in density were analyzed in the IS/MND. The proposed hotel would be an improvement upon the older hotel currently located on the site, and the existing Quality Inn and Suites hotel is not identified as a historic resource. Variance: The proposed project requires variances in the Code requirements for the street setback and signs. Before the Planning Commission can recommend City Council approval of a Variance, it must make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) That there are special circumstances applicable to the property, including size, shape, topography, location or surroundings, which do not apply to other properties under identical zoning classification in the vicinity; 2) That, because of special circumstances, shown above, strict application of the Zoning Code deprives the property of privileges enjoyed by other property under identical zoning classification in the vicinity. Street Setback: The ARSP requires a 30-foot wide landscaped setback for buildings that are taller than 75 feet, between the building and the ultimate public right of way. The applicant proposes a 13-foot wide landscape setback. The applicant requests the Variance due to the irregular shape of the property. In addition, the proposed Variance would maintain a consistent setback with the setback for the Holiday Inn Express, which also required approval of a Variance. The majority of the proposed building is 72 to 75 feet in height, in which case a 20-foot wide setback would have been required. The portion of the building closest to Manchester Avenue includes an enhanced curved and raised roofline for architectural interest; this portion of the building exceeds 75 feet, with a maximum height of 84 feet. The proposed building is L-shaped, with the narrow end of the building encroaching into the required setback. This portion of the building is approximately 70 feet wide, minimizing the amount of building frontage requiring the Variance. Staff believes that there are special circumstances applicable to this property due to the irregular shape of the property. It would be consistent with the northerly portion of the property, which the Planning Commission previously granted the same Variance for the same reasons. In addition, the impact to the setback is minimal since the narrowest portion of the building would encroach into the required setback. Therefore, staff recommends approval of the variance. General Plan Amendment No. 2017-00517 June 25, 2018 Page 7 of 10 Signs: The applicant requests two wall signs, one for each hotel brand, that are visible from the same vantage point. The ARSP permits a hotel at a midblock location to have up to two signs, if the signs are on opposite building elevations. The signs may be on adjacent building elevations if they are not visible at the same time. The applicant is not requesting an increase in the number of signs, or larger signs than permitted. The proposed signs are on two different building walls, but they face the same direction, oriented toward northbound Manchester Avenue and northbound I- 5. Based on the orientation of the building at an angle to both Manchester Avenue and I-5, curve of Manchester Avenue to the north, and the location of the existing Holiday Inn Express building, a sign placed on another elevation would lack visibility from vehicles travelling southbound. Staff believes that there are special circumstances applicable to this property due to the orientation of the building to the adjacent street and freeway. The fact that two hotel brands will operate within the same building is also an unusual circumstance that the specific plan does not address. Therefore, staff recommends approval of the Variance. Final Site Plan: Before the Planning Commission recommends City Council approval of a Final Site Plan it must make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) The design and layout of the proposed development are consistent with the General Plan, any applicable specific plan, the development standards of the applicable zoning district, and any special area guidelines or policies; 2) The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards; 3) The architectural design of the proposed development is compatible with the character of the surrounding neighborhood; 4) The design of the proposed development will provide a desirable environment for its occupants, visiting public, and its neighbors, through the appropriate use of materials, texture and color, and will remain aesthetically appealing and be appropriately maintained; and 5) The proposed development will not be detrimental to the public health, safety or welfare, or materially injurious to the properties or improvements in the vicinity. The ARSP requires approval of a Final Site Plan for hotels to ensure that the proposed design is appropriate for the site, compatible with surrounding land uses and in compliance with specific plan requirements. Staff has reviewed the proposal and has determined that, with the exception of the requested setback and sign variances and parking adjustment, the project complies with all applicable standards of the ARSP. Additionally, Mitigation Monitoring Plan No. 350 (MMP 350) includes certain measures that the applicant is required to comply with prior to approval of the Final Site Plan. The applicant has complies with these measures as part of the review process. Staff recommends approval of the Final Site Plan. General Plan Amendment No. 2017-00517 June 25, 2018 Page 8 of 10 Minor Conditional Use Permit: Before the Planning Commission recommends City Council approval of a Minor Conditional Use Permit it must make a finding of fact that the evidence presented shows that all of the following conditions exist: 1) That the proposed use is properly one for which a minor conditional use permit is authorized by this code; 2) That the proposed use will not adversely affect the adjoining land uses, or the growth and development of the area in which it is proposed to be located; 3) That the size and shape of the site proposed for the use is adequate to allow the full development of the proposed use, in a manner not detrimental to either the particular area or health and safety; 4) That the traffic generated by the proposed use will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area; and 5) That the granting of the minor conditional use permit under the conditions imposed, if any, will not be detrimental to the health and safety of the citizens of the City of Anaheim. The City Council recently codified requirements for valet parking operations, including a requirement for the approval of a Minor Conditional Use Permit to authorize the use. Many hotels within the resort area utilize valet parking, both as an amenity to hotel guests and a way to maximize parking. The Public Works Department is requiring valet parking for the proposed project as a result of its approval of a requested deviation from City of Anaheim Standard No. 471 pertaining to parking dimensions for structures. The Public Works Department approved this deviation with the condition that the applicant record a covenant on the property that requires the property owner to operate the parking structure, in perpetuity, as valet parking only. The applicant proposes to utilize valet parking within its parking structure as its sole parking option for hotel quests. To maximize parking spaces within the structure, the majority of the parking spaces will be in tandem, with spaces stacked two cars deep. The applicant submitted a valet operation plan, attached to the justification for Minor Conditional Use Permit, which the Public Works Department, Traffic Engineering Division approved. Customers visiting the retail business would have the ability to self-park for a short period of time within designated spaces in the surface lot. Valet attendants will monitor these spaces to ensure that visitors do not use these designated spaces for long-term parking. Administrative Adjustment: The Zoning Code includes provisions for administrative, or staff- level, reviews, referred to as an Administrative Adjustment, for a parking deviation of up to 20 percent less than the amount required by the Code. However, as previously stated, the proposed project includes requests that require City Council approval in conjunction with a noticed public hearing; and, therefore, the Administrative Adjustment requires City Council approval. Before the Planning Commission may approve an Administrative Adjustment for parking, it must make a finding of fact that the evidence presented shows that all of the following conditions exist: General Plan Amendment No. 2017-00517 June 25, 2018 Page 9 of 10 1) That the Administrative Adjustment, under the conditions imposed, if any, 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; 2) That the Administrative Adjustment, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon the public streets in the immediate vicinity of the proposed use; 3) That the Administrative Adjustment, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon adjacent private property in the immediate vicinity of the proposed use; 4) That the Administrative Adjustment, under the conditions imposed, if any, will not increase traffic congestion within the off-street parking areas or lots provided for the proposed use; and 5) That the Administrative Adjustment, under the conditions imposed, if any, will not impede vehicular ingress to or egress from adjacent properties upon the public streets in the immediate vicinity of the proposed use. Together, the Holiday Inn Express and the proposed hotel project require 275 parking spaces; 227 spaces are proposed. This is a 17 percent deviation from the Code requirement, which staff typically reviews administratively. Staff required a parking study to be prepared to analyze whether the proposed parking spaces accommodate all visitors to the site. Kunzman Associates, Inc. prepared a parking study, dated March 19, 2018 (Attachment 10) to determine the number of parking spaces needed for the existing and proposed hotels. Kunzman Associates, Inc. conducted parking counts at the subject property, counting vehicles associated with both hotels and comparing the occupied parking spaces to the number of occupied rooms. The parking counts identified that the highest parking demand was on a Saturday morning, with 129 vehicles on-site and 190 guest rooms occupied, resulting in an observed peak-parking ratio of 0.68 parking spaces per guest room. The study also applied a reduced parking ratio to the meeting room based on the minimal size and stipulation by the applicant that only hotel guests may reserve the room. A condition of approval regarding this limited use of the meeting room has been included in the draft resolution. Based on these reduced ratios, the number of parking spaces needed for the project site is 224 parking spaces, three fewer than the proposed 227 parking spaces. The study adequately addresses the required findings for approving a parking reduction and staff recommends approval of the Administrative Adjustment. Environmental Impact Analysis: An IS/MND has been prepared to evaluate the environmental impacts of the project and to identify necessary mitigation measures. Early on in the development process, the applicant contemplated a higher-intensity project with 225 rooms and 11,000 square feet of accessory uses, in addition to the existing 101-room Holiday Inn Express; therefore the IS/MND and associated studies analyzed that higher density. The reduced project of 223 rooms with 1,516 square feet of accessory retail space and 975 square feet of meeting space would not change the conclusions of the IS/MND. In addition, the proposed General Plan and Specific Plan Amendments would allow development of up to 345 hotels rooms, or the equivalent accessory uses for 20% of the hotel square footage, which is consistent with the density analyzed by the IS/MND. General Plan Amendment No. 2017-00517 June 25, 2018 Page 10 of 10 The IS/MND was circulated to public agencies and interested parties on May 24, 2018, for a 20- day comment period. Staff received three comment letters; Attachment No. 15 provides copies of the letters and responses to those comments. None of the comments received resulted in the need to recirculate the IS/MND or to prepare an environmental impact report. The IS/MND identifies mitigation measures, which are incorporated in MMP 350, attached to this report. Mitigation measures required to reduce impacts to a less than significant level relate to Biological Resources, Cultural Resources, Geology and Soils, Hazards and Hazardous Materials, Hydrology and Water Quality, Noise, Paleontological Resources, and Tribal Cultural Resources. Previously-certified MEIR No. 313 and SEIR No. 340 analyzed the environmental impacts associated with implementation of the ARSP, including the hotel densities identified in the ARSP. Therefore, all applicable mitigation measures from MEIR No. 313 and SEIR No. 340 have been included in MMP 350. Staff has incorporated these measures as conditions of approval in the attached draft resolutions. With implementation of these measures, project impacts will be reduced to levels considered less than significant and the IS/MND concluded that there are no remaining potentially significant adverse impacts related to the project. CONCLUSION: The proposed development is consistent with the goals and policies of the ARSP by providing additional accommodations options for visitors to the resort area. The proposed hotel project would improve an older hotel site with an attractive new hotel development and would represent a significant positive investment in the area. The applicant and City staff have thoroughly analyzed the additional density, which the City can be accommodate through its existing infrastructure. Therefore, staff recommends approval of the requested increased density, hotel and associated entitlements. Prepared by, Submitted by, Elaine Thienprasiddhi David See Senior Planner Acting Planning Services Manager Attachments: 1. Development Summary 2. Draft Mitigated Negative Declaration Resolution 3. Draft General Plan Amendment Resolution 4. Draft Specific Plan Amendment Resolution 5. Draft Resolution for Variance, Final Site Plan, Minor Conditional Use Permit, and Administrative Adjustment 6. Letter of Request 7. General Plan and Specific Plan Amendment Justification Letter 8. Variance Justification Letter 9. Minor Conditional Use Permit Justification Letter 10. Parking Study to Justify Administrative Adjustment 11. Final Site Plan Memorandum 12. Public Works Approval of Standard Plan 471 Deviation Request 13. Development Plans 14. Initial Study/Mitigated Negative Declaration 15. Comments on the MND and Responses to Comments 16. Mitigation Monitoring Plan No. 350 SP 92-2DEV 2016-00114QUALITY INN HOTEL SP 92-2DA1SYBRON DENTAL SPECIATIES SP 92-2DA1VOCATIONAL SCHOOL T (MHP)GOLDEN SKIESMOBILE HOME PARK SP 92-2DA1BEST WESTERNPARK PLACE HOTEL SP 92-2DA1TROPICANA INN SP 92-2DA1CAROUSEL INN & SUITES SP 92-2DA1ANAHEIM CAMELOT INN & SUITES SP 92-2DA1DRIVE-THRU RESTAURANT SP 92-2DA1ANAHEIM FAIRFIELD INN BY MARRIOTT SP 92-2DA1COURTYARD BY MARRIOTT SP 92-2DA1HOWARD JOHNSONPLAZA HOTEL T (SABC)REVERE ELEMENTARYSCHOOL TANAHEIM RESORT RV PARK TANAHEIM RESORT RV PARKTANAHEIM RESORT RV PARK RM-4 (SABC)APTS10 DURM-4 (SABC)FOURPLEX RM-4 (SABC)VACANT TANAHEIM RESORT RV PARK RM-4 (SABC)VACANT RM-4 (SABC)LA FIESTAAPTS16 DU 5 FREE W AY 5 FREE W AY S M ANCHESTER AVE W MANCHESTER AVE W MIDWAY DR W PA LAIS R D W. BALL RD S . L E W I S S T S . W A L N U T S T W. KATELLA AVE E. BALL RD S . A N A H E I M B L V D S . H A R B O R B L V D E. KATELLA AVE E. GENE AUTRY WAYS. C L E M E N T I N E S T 1 4 4 1 S o u t h M a n ch e s t e r A ve n u e D E V N o . 2 0 1 6 -0 0 1 1 4 Subject Property APN: 082-170-57082-170-58082-170-59082-170-60 °0 50 100 Feet Aeria l Ph oto :Ma y 2 01 6 5 FREE W AY 5 FREE W AY S M ANCHESTER AVE W MANCHESTER AVE W MIDWAY DR S PALM ST W PALAI S RD W. BALL RD S . L E W I S S T S . W A L N U T S T W. KATELLA AVE E. BALL RD S . A N A H E I M B L V D S . H A R B O R B L V D E. KATELLA AVE E. GENE AUTRY WAYS. C L E M E N T I N E S T 1 4 4 1 So u t h M a n ch e s t e r A ve n u e D E V N o . 2 0 1 6 -0 0 11 4 Subject Property APN: 082-170-57082-170-58082-170-59082-170-60 °0 50 100 Feet Aerial Pho to:May 20 16 PROJECT SUMMARY Development Standard ARSP Standards Proposed Project Site Area None 2.5 acres Density 75 rooms/acre or 220 rooms Up to 345 rooms1 Building Height 85 feet to 97 feet 72 feet to 84 feet Manchester Avenue Setback 30 feet 13 feet2 Manchester Avenue Tree Density 1,700 points 2,450 points Interior Setback Tree Density 3,046 points 3,725 points Parking 275 spaces 227 spaces3 1 The increased density is the subject of General Plan Amendment No. 2017-00517 and Amendment No. 15 to the Anaheim Resort Specific Plan 2 The reduced setback is the subject of Variance No. 2017-05097 3 The reduced parking is the subject of Administrative Adjustment No. 2018-00413 ATTACHMENT NO. 1 [DRAFT] ATTACHMENT NO. 2 -1- PC2018-*** RESOLUTION NO. PC2018-*** A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ANAHEIM TO ADOPT A MITIGATED NEGATIVE DECLARATION FOR PROPOSED GENERAL PLAN AMENDMENT NO. 2017-00517, SPECIFIC PLAN AMENDMENT NO. 15 TO THE ANAHEIM RESORT SPECIFIC PLAN (SPN92-2X), VARIANCE NO. 2017-05097, FINAL SITE PLAN NO. 2017-00003, MINOR CONDITIONAL USE PERMIT NO. 2017-05949, AND ADMINISTRATIVE ADJUSTMENT NO. 2017-00413 (DEV2016-00114) (1414 AND 1441 SOUTH MANCHESTER AVENUE) WHEREAS, the Planning Commission of the City of Anaheim (the "Planning Commission") did receive a verified petition for General Plan Amendment No. 2017-00517, Specific Plan Amendment No. 15 to the Anaheim Resort Specific Plan; Variance No. 2017- 05097, Final Site Plan No. 2017-00003, Minor Conditional Use Permit No. 2017-05949, and Administrative Adjustment No. 2017-00413 to permit a six-story, 223-room hotel with a narrower street setback than required by the Code and to allow two wall signs that are visible from the same vantage point, valet parking, and fewer parking spaces than required by the Code (the "Proposed Project"), for that certain real property located at 1414 and 1441 South Manchester Avenue in the City of Anaheim, County of Orange, State of California, as generally depicted on the map attached hereto as Exhibit A and incorporated herein by this reference (the "Property"); and WHEREAS, the Property is approximately 2.5 acres in size and is improved with two hotels. The Anaheim General Plan designates the Property for Commercial Recreation land uses. The Property is located within the boundaries of the Commercial Recreation (C-R) District (Development Area 1) of the Anaheim Resort Specific Plan area and is subject to the zoning and development standards set forth in Section 18.116.060 (Development Density Areas – Commercial Recreation (C-R) District (Development Area 1)) and Section 18.116.070 (Uses – Commercial Recreation (C-R) District (Development Area 1)) of Chapter 18.116 (Anaheim Resort Specific Plan No. 92-2 (SP 92-2) Zoning and Development Standards) of Title 18 (Zoning) of the Code; and WHEREAS, pursuant to and in accordance with the provisions of the California Environmental Quality Act (Public Resources Code Section 21000 et seq.; herein referred to as “CEQA”), the State of California Guidelines for the Implementation of the California Environmental Quality Act (commencing with Section 15000 of Title 14 of the California Code of Regulations; herein referred to as the "CEQA Guidelines"), and the City's Local CEQA Procedure Manual, the City is the "lead agency" for the preparation and consideration of environmental documents for the Proposed Project; and WHEREAS, a draft Mitigated Negative Declaration was prepared in accordance with CEQA, the CEQA Guidelines and the City's Local CEQA Procedure Manual to evaluate the physical environmental impacts of the Proposed Project. The Mitigated Negative Declaration was circulated for a 20-day public/responsible agency review on May 24, 2018 and was also made available for review on the City's website at www.anaheim.net. A complete copy of the Mitigated Negative Declaration is on file and can be viewed in the Planning and Building Department of the City located on the First Floor of City Hall at 200 South Anaheim Boulevard, -2- PC2018-*** Anaheim, California and at the Anaheim Public Library, Central Library at 500 West Broadway, Anaheim, California. Copies of said document were also available for purchase; and WHEREAS, the City gave notice of its intent to adopt the Mitigated Negative Declaration to (a) the public pursuant to Section 15072(b) of the CEQA Guidelines, (b) those individuals and organizations, if any, that previously submitted written requests for notice pursuant to Section 15072(b) of the CEQA Guidelines, (c) responsible and trustee and other agencies with jurisdiction over resources that will be affected by the Proposed Project pursuant to Section 15073(c) of the CEQA Guidelines, and (d) the Clerk of the County of Orange pursuant to Section 15072(a) of the CEQA Guidelines; and WHEREAS, in conformance with CEQA and the CEQA Guidelines, a Mitigation Monitoring Plan has been prepared for the Proposed Project and includes mitigation measures that are specific to the Proposed Project (herein referred to as "MMP No. 350"). A complete copy of MMP No. 350 is attached hereto as Exhibit B and incorporated herein by this reference; and WHEREAS, the City intends and desires to use the Mitigated Negative Declaration as the environmental documentation required by CEQA, the CEQA Guidelines and the City's Local CEQA Procedure Manual for the Proposed Project; and WHEREAS, the Planning Commission did hold a public hearing at the Anaheim Civic Center, Council Chamber, 200 South Anaheim Boulevard, on June 25, 2018, at 5:00 p.m., notice of said public hearing having been duly given as required by law and in accordance with the provisions of the Code, to consider the Mitigated Negative Declaration and to hear and consider evidence for and against the Proposed Project and related actions, and to investigate and make findings and recommendations in connection therewith; and WHEREAS, based upon a thorough review of the Proposed Project and the Mitigated Negative Declaration, including MMP No. 350 and the comments received to date and the responses prepared, the Planning Commission, based upon a thorough review of the Mitigated Negative Declaration and related documents and the evidence received concerning the Mitigated Negative Declaration, does find and determine as follows: 1. That the Mitigated Negative Declaration has been prepared in compliance with the requirements of CEQA, the CEQA Guidelines, and the City's Local CEQA Procedure Manual and, together with MMP No. 350, serves as the appropriate environmental documentation for the Proposed Project. 2. That it has carefully reviewed and considered the information contained in the Mitigated Negative Declaration (including the Initial Study and any comments received during the public review period) prior to acting upon the Proposed Project. 3. Based upon the record before it (including the Initial Study and any comments received), the Proposed Project will have a less than significant impact upon the environment with the implementation of the mitigation measures contained in MMP No. 350 and that the Mitigated Negative Declaration reflects the independent judgment and analysis of the Planning Commission; and -3- PC2018-*** WHEREAS, this Planning Commission determines that the evidence in the record constitutes substantial evidence to support the actions taken and the findings made in this Resolution, that the facts stated in this Resolution are supported by substantial evidence in the record, including testimony received at the public hearing, the staff presentations, the staff report and all materials in the project files. There is no substantial evidence, nor are there other facts, that detract from the findings made in this Resolution. This Planning Commission expressly declares that it considered all evidence presented and reached these findings after due consideration of all evidence presented to it. NOW, THEREFORE, BE IT RESOLVED that this Planning Commission, pursuant to the above findings and based upon a thorough review of the Mitigated Negative Declaration and the evidence received to date, does hereby adopt the Mitigated Negative Declaration (including the Initial Study and any comments received during the public review period) and find and determine as follows: 1. That the Mitigated Negative Declaration has been prepared in compliance with the requirements of CEQA, the CEQA Guidelines, and the City's Local CEQA Procedure Manual and, together with MMP No. 350, serves as the appropriate environmental documentation for the Proposed Project; 2. Based upon the record before it (including the Initial Study and any comments received), that the Proposed Project will have a less than significant impact upon the environment with the implementation of the mitigation measures contained in MMP No. 350 and that the Mitigated Negative Declaration reflects the independent judgment and analysis of the Planning Commission; 3. That the Planning Commission approve and adopt Mitigated Negative Declaration and MMP No. 350; and 4. That the Planning Commission authorize and direct City staff to file with the Clerk of the County of Orange a Notice of Determination in accordance with Section 15075(a) of the State CEQA Guidelines. THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting of June 25, 2018. Said resolution is subject to the appeal provisions set forth in Chapter 18.60 (Procedures) of the Anaheim Municipal Code pertaining to appeal procedures and may be replaced by a City Council Resolution in the event of an appeal. CHAIRPERSON, PLANNING COMMISSION OF THE CITY OF ANAHEIM ATTEST: SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM -4- PC2018-*** STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Eleanor Morris, Secretary of the Planning Commission of the City of Anaheim, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Planning Commission of the City of Anaheim held on June 25, 2018, by the following vote of the members thereof: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: IN WITNESS WHEREOF, I have hereunto set my hand this 25th day of June, 2018. SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 5 Mitigati o EX H I B I T “ B ” HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I NG P R O G R A M N O . 3 5 0 Te r m s a n d D e f i n i t i o n s 1. Pr o p e r t y O w n e r / D e v e l o p e r  An y o w n e r o r d e v e l o p e r o f r e a l p r o p e r t y w i t h i n t h e Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l p r o j e c t s i t e . 2. En v i r o n m e n t a l E qu i v a l e n t / T i m i n g  A n y m i t i g a t i o n m e a s u r e a n d t i m i n g t h e r e o f , s u b j e c t t o t h e ap p r o v a l o f t h e C i t y , w h i c h w i l l have the same or superior re s u l t a n d w i l l h a v e t h e s a m e o r s u p e r i o r e f f e c t o n t h e e n v i r o n m en t . T h e P l a n n i n g D e p a r t m e n t , i n c o n j u n c t i o n w i t h a n y a p p r o p r i a te agencies or City de p a r t m e n t s , s h a l l d e t e r m i n e t h e a d e q u a c y o f a n y p r o p o s e d “ e n v i r o n m e n t a l e q u i v a l e n t t i m i n g ” a n d , i f d e t e r m i n e d n e c e s s a r y , m a y r efer said determination to th e P l a n n i n g C o m m i s s i o n . A n y c o s t s a s s o c i a t e d w i t h i n f o r m a t i o n r e q u i r e d i n o r d e r t o m a k e a d e t e r m i n a t i o n o f e n v i r o n m e n t a l e q u i v alency/timing shall be bo r n e b y t h e p r o p e r t y o w n e r / d e v e l o p e r . S t a f f t i m e f o r r e v i e w s w i l l b e c h a r g e d o n a t i m e a n d m a t e r i a l s b a s i s a t t h e r a t e i n t h e Ci t y ’ s a d o p t e d F e e S c h e d u l e . 3. Ti m i n g  Th i s i s t h e p o i n t w h e r e a m i t i g a t i o n m e a s u r e m u s t b e m o n i t o r e d f o r c o m p l i a n c e . I n t h e c a s e w h e r e m u l t i p l e a c t i o n i t e m s a r e i n d i cated, it is the first po i n t w h e r e c o m p l i a n c e a s s o c i a t e d w i t h t h e m i t i g a t i o n m e a s u r e m u st b e m o n i t o r e d . O n c e t h e i n i t i a l a c t i o n i t e m h a s b e e n c o m p l i e d with, no additional mo n i t o r i n g p u r s u a n t t o t h e M i t i g a t i o n M o n i t o r i n g P l a n w i l l o c c u r , as r o u t i n e C i t y p r a c t i c e s a n d p r o c e d u r e s w i l l e n s u r e t h a t t h e intent of the measure has be e n c o m p l i e d w i t h . F o r e x a m p l e , i f t h e t i m i n g i s “ t o b e s h o w n o n a p p r o v e d b u i l d i n g p l a n s ” s u b s e q u e n t t o i s s u a n c e o f t h e b u i l d i ng permit consistent with th e a p p r o v e d p l a n s w i l l b e f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s p u r s u a n t t o t h e b u i l d i n g p e r m i t t o e n s u r e c o m p l i a n c e . 4. Re s p o n s i b i l i t y f o r M o n i t o r i n g  Sh a l l m e a n t h a t c o m p l i a n c e w i t h t h e s u b j e c t m i t i g a t i o n m e a s u r e ( s ) s h a l l b e re v i e w e d a n d d e t e r m i n e d a d e q u a t e b y a l l de p a r t m e n t s l i s t e d f o r e a c h m i t i g a t i o n m e a s u r e . O u t s i d e p u b l i c a g e n c y r e v i e w i s l i m i t e d t o t h o s e p u bl i c a g e n c i e s s p e c i f i e d i n t he M i t i g a t i o n M o n i t o r i n g P l a n wh i c h h a v e p e r m i t a u t h o r i t y i n c o n j u n c t i o n w i t h t h e m i t i g a t i o n m e a s u r e . 5. On g o i n g M i t i g a t i o n M e a s u r e s  Th e m i t i g a t i o n m e a s u r e s t h a t a r e d e s i g n a t e d t o o c c u r o n a n o n g o i n g b a s i s a s p a r t o f t h i s M i t i g a t i o n M o n i t o r i n g P l a n w i l l be m o n i t o r e d i n t h e f o r m o f a n a n n u a l l e t t e r f r o m t h e p r o p e r t y o w n e r / d e v e l o p e r i n J a n u a r y o f e a c h y e a r d e m o n s t r a t i n g h o w c o m p l i ance with the subject me a s u r e ( s ) h a s b e e n a c h i e v e d . W h e n c o m p l i a n c e w i t h a m e a s u r e h a s be e n d e m o n s t r a t e d f o r a p e r i o d o f o n e y e a r , m o n i t o r i n g o f t h e measure will be deemed to b e s a t i s f i e d a n d n o f u r t h e r m o n i t o r i n g w i l l o c c u r . F o r m e a s u r e s t h a t a r e t o b e m o n i t o r e d “ O n g o i n g D u r i n g C o n s t r u c t i o n , ” t h e annual letter will review th o s e m e a s u r e s o n l y w h i l e c o n s t r u c t i o n i s o c c u r r i n g ; m o n i t o r i ng w i l l b e d i s c o n t i n u e d a f t e r c o n s t r u c t i o n i s c o m p l e t e . A f i n a l a n nu a l l e t t e r w i l l b e p r o v i d e d a t th e c l o s e o f c o n s t r u c t i o n . 6. Bu i l d i n g P e r m i t  Fo r p u r p o s e s o f t h i s M i t i g a t i o n M o n i t o r i n g P l a n , a b u i l d i n g p e r m it s h a l l b e d e f i n e d a s a n y p e r m i t i s s u e d f o r c o n s t r u c t i o n o f a new bu i l d i n g o r s t r u c t u r a l e x p a n s i o n o r m o d i f i c a t i o n o f a n y e x i s t i n g b u i l d i n g , b u t s h a l l n o t i n c l u d e a n y p e r m i t s r e q u i r e d f o r i n t e r io r t e n a n t i m p r o v e m e n t s o r mi n o r a d d i t i o n s t o a n e x i s t i n g s t r u c t u r e o r b u i l d i n g . Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 6 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion AE S T H E T I C S 5. 1 - 1 P r i o r t o f i n a l s i t e p l a n a p p r o v a l P r i o r t o f i n a l s i t e pl a n a p p r o v a l , t h e p r o p e r t y o w n e r / de v e l o p e r s h a l l s u b m i t a s h a d e a n d sh a d o w a n a l y s i s t o t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t f o r r e v i e w a n d a p p r o v a l de m o n s t r a t i n g t h a t t h e p r o p o s ed s t r u c t u r e ( s ) w o u l d a v o i d cr e a t i n g s i g n i f i c a n t s h a d e a n d sh a d o w i m p a c t s o n a d j a c e n t l a n d u s e s t o t he m a x i m u m e x t e n t f e a s i b l e . A s i g n i f i c a n t sh a d e a n d s h a d o w i m p a c t w o u l d o c c u r w h e n o u t d o o r a c t i v e a r e a s ( e . g . , o u t d o o r e a t i n g ar e a s , h o t e l / m o t e l s w i m m i n g p o o l s , a n d r e s i d e n t i a l f r o n t a n d b a c k y a r d s ) o r s t r u c t u r e s th a t i n c l u d e s e n s i t i v e u s e s ( e . g . , r e s i de n c e s ) h a v e w i n d o w s t h a t n o r m a l l y r e c e i v e su n l i g h t a r e c o v e r e d b y s h a d o w s f o r m o r e th a n 5 0 p e r c e n t o f t he s u n l i g h t h o u r s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 2 P r i o r t o i s s u a n c e o f b u i l d i n g p e r m i t s Pr i o r t o i s s u a n c e o f b u i l d i n g p e r m i t s , a l l p l u m b i n g o r o t h e r s i m i l a r p i p e s a n d f i x t u r e s lo c a t e d o n t h e e x t e r i o r o f t h e b u i l d i n g s h a l l b e s h o w n o n p l a n s a s f u l l y s c r e e n e d f r o m v i e w of a d j a c e n t p u b l i c r i g h t s - o f - w a y a n d f r o m a d j a c e n t p r o p e r t i e s b y a r c h i t e c t u r a l d e v i c e s an d / o r a p p r o p r i a t e b u i l d i n g m a t e r i a l s . A n o t e in d i c a t i n g t h a t t h e s e i m p r o v e m e n t s w i l l b e in s t a l l e d p r i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s s h a l l b e s p e c i f i c a l l y s h o w n o n t h e pl a n s s u b m i t t e d f o r b u i l d i n g p e r m i t s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 3 O n g o i n g O n g o i n g , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l b e r e s p o n s i b l e f o r t h e r e m o v a l o f a n y o n - s i t e gr a f f i t i w i t h i n 2 4 h o u r s o f i t s a p p l i c a t i o n . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 4 P r i o r t o F i n a l S i t e P l a n a p p r o v a l P r i o r t o F i n a l S i t e P l an a p p r o v a l , t h e l o c a t i o n a n d c o n f i g u r a t i o n o f a l l l i g h t i n g f i x t u re s in c l u d i n g g r o u n d - m o u n t e d l i g h t i n g f i x t u r e s u t i l i z e d t o a c c e n t b u i l d i n g s , l a n d s c a p e el e m e n t s , o r t o i l l u m i n a t e p e d e s t r i a n a r e a s s h a l l b e s h o w n o n a l l F i n a l S i t e P l a n s . A l l pr o p o s e d s u r f a c e p a r k i n g a r e a l i g h t i n g f i x t u r es s h a l l b e d o w n - l i g h t e d w i t h a m a x i m u m he i g h t o f 1 2 f e e t a d j a c e n t t o a n y r e s i d e n t i a l pr o p e r t i e s . A l l l i g h t i n g f i x t u r e s s h a l l b e sh i e l d e d t o d i r e c t l i g h t i n g t o w a r d t h e a r ea t o b e i l l u m i n a t e d a n d a w a y f r o m a d j a c e n t re s i d e n t i a l p r o p e r t y l i n e s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 5 P r i o r t o f i n a l b u i l d i n g a n d z o n i n g in s p e c t i o n s Pr i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s , pr i v a t e s t r e e t s w i t h i n t h e A n a h e i m R e s o r t Sp e c i f i c P l a n a r e a s h a l l h a v e s t r e e t l i g h t s i n s t al l e d w h i c h a r e c o m p a t i b l e w i t h t h e d e s i g n st a n d a r d s u s e d f o r t h e p u b l i c s t r e e t s a s d e t e r m i ne d b y t h e P u b l i c U t i l i t i e s D e p a r t m e n t . Pu b l i c U t i l i t i e s D e p a r t m e 5. 1 - 6 P r i o r t o f i n a l b u i l d i n g a n d z o n i n g in s p e c t i o n s Pr i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s , r o o t a n d s i d e w a l k b a r r i e r s s h a l l b e pr o v i d e d f o r t r e e s w i t h i n s e v e n f e e t o f p u b l i c s i d e w a l k s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 7 P r i o r t o f i n a l b u i l d i n g a n d z o n i n g in s p e c t i o n s Pr i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t to t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t a l e tt e r f r o m a l i c e n s e d l a n d s c a p e a r c h i t e c t ce r t i f y i n g t h a t a l l l a n d s c a p i n g a n d i r r i g a t i o n sy s t e m s h a v e b e e n i n s t a l l e d i n a c c o r d a n c e wi t h l a n d s c a p i n g p l a n s a p p r o v e d i n c o n n e c t i o n w i t h t h e F i n a l S i t e P l a n . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 8 O n g o i n g O n g o i n g , a l l o n - s i t e n o n - P u b l i c R e a l m l a n d s c a p i n g a n d i r r i g a t i o n s y s t e m s , a n d P u b l i c Re a l m l a n d s c a p i n g a n d i r r i g a t i o n s y s t e m s , w i t h i n a r e a i n w h i c h d e d i c a t i o n h a s n o t b e e n ac c e p t e d b y t h e C i t y , s h a l l b e m a i n t a i n e d b y t h e p r o p e r t y o w n e r / d e v e l o p e r , i n co m p l i a n c e w i t h C i t y s t a n d a r d s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 9 O n g o i n g O n g o i n g , a n y t r e e p l an t e d w i t h i n t h e S e t b a c k R e a l m s h a l l b e r e p l a c e d i n a t i m e l y ma n n e r i n t h e e v e n t t h a t i t i s r e mo v e d , d a m a g e d , d i s e a s e d a n d / o r d e a d . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 7 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion 5. 1 - 1 0 O n g o i n g O n g o i n g , a l i c e n s ed a r b o r i s t s h a l l b e h i r e d b y t h e p r o p e r t y o w n e r / d e v e l o p e r t o b e re s p o n s i b l e f o r a l l t r e e t r i m m i n g . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 1 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t s Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t s , un l e s s r e c o r d s i n d i c a t e p r e v i o u s p a y m e n t , a fe e f o r s t r e e t t r e e p u r p o s e s s h a l l b e p a i d o r c a u s e t o b e p a i d t o t h e C i t y o f A n a h e i m ba s e d o n t h e l e n g t h o f s t r e e t f r o n t a g e i n a n a m o u n t a s e s t a b l i s h e d b y C i t y C o u n c i l re s o l u t i o n o r c r e d i t a g a i n s t t h e f e e g i v e n f o r C i t y a u t h o r i z e d i m p r o v e m e n t s i n s t a l l e d b y th e p r o p e r t y o w n e r / d e v e l o p e r . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 1 2 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , a l l a i r c o n d i t i o n i n g f a c i l i t i e s a n d o t h e r r o o f a n d gr o u n d - m o u n t e d e q u i p m e n t s h a l l b e s h o w n o n p l a n s a s s h i e l d e d f r o m p u b l i c v i e w a n d th e s o u n d b u f f e r e d t o c o m p l y w i t h C i t y o f An a h e i m n o i s e o r d i n a n c e s f r o m a n y a d j a c e n t re s i d e n t i a l o r t r a n s i e n t - o c c u p i e d p r o p e r t i e s . A n o t e i n d i c a t i n g t h a t t h e s e i m p r o v e m e n t s sh a l l b e i n s t a l l e d p r i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s s h a l l b e s p e c i f i c a l l y s h o w n on t h e p l a n s s u b m i t t e d f o r b u i l d i n g p e r m i t s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 1 3 P r i o r t o F i n a l S i t e P l a n a p p r o v a l P r i o r t o F i n a l S i t e P l an a p p r o v a l , p l a n s s h a l l s h o w t h a t t h e r e a r e l e v a t i o n s o f b u i l d i ng s vi s i b l e f r o m o f f - s i t e a r e a s s h a l l b e a r c h i t e c t u ra l l y a c c e n t e d t o p o r t r a y a f i n i s h e d l o o k . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 1 4 P r i o r t o F i n a l S i t e P l a n a p p r o v a l P r i o r t o F i n a l S i t e Pl a n a p p r o v a l , p l a n s s h a l l s h o w t h a t n o s h u t t l e / b u s / v e h i c u l a r d r o p -o f f ar e a s s h a l l b e p e r m i t t e d i n h o t e l / m o t e l o r v a c a t i o n r e s o r t f r o n t s e t b a c k a r e a . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t AI R Q U A L I T Y 5. 2 - 1 O n g o i n g d u r i n g p r o j e c t o p e r a t i o n O n g o i n g d u r i n g p r o j e c t o p e r a t i o n , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l i m p l e m e n t me a s u r e s t o r e d u c e e m i s s i o n s t o t h e e x t e n t p r a c t i c a l , s c h e d u l e g o o d s m o v e m e n t s f o r of f - p e a k t r a f f i c h o u r s , a n d u s e c l e a n f u e l f o r v e h i c l e s a n d o t h e r e q u i p m e n t , a s pr a c t i c a b l e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 2 - 2 P r i o r t o t h e i s s u a n c e o f e a c h b u i l d pe r m i t Pr i o r t o t h e i s s u a n c e o f e a c h b u i l d i n g p e r m i t , th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t ev i d e n c e t h a t l o w e m i s s i o n p a i n t s a n d c oa t i n g s a r e u t i l i z e d i n t h e d e s i g n a n d co n s t r u c t i o n o f b u i l d i n g s , i n c o m p l i a n c e w i t h S C A Q M D r e g u l a t i o n s . T h e i n f o r m a t i o n sh a l l b e d e n o t e d o n t h e p r o j e c t p l a n s a n d s p ec i f i c a t i o n s . T h e p r o p e r t y o w n e r / d e v e l o p e r sh a l l s u b m i t a n a r c h i t e c t u r a l c o a t i n g s c h e du l e a n d c a l c u l a t i o n s d e m on s t r a t i n g t h a t V O C em i s s i o n s f r o m a r c h i t e c t u r a l c o a t i n g o p e r a t io n s w o u l d n o t e x c e e d 7 5 p o u n d s p e r d a y av e r a g e d o v e r b i w e e k l y p e r i o d s . T h e c a l c u l at i o n s s h a l l s h o w , f o r e a c h c o a t i n g , t h e su r f a c e a r e a t o b e c o a t e d , g a l l o n s ( o r l i t e r s ) o f c o a t i n g p e r u n i t s u r f a c e a r e a , a n d V O C co n t e n t p e r g a l l o n ( o r l i t e r ) . T h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l a l s o i m p l e m e n t t h e fo l l o w i n g t o l i m i t e m i s s i o n s f r o m a r c h i t ec t u r a l c o a t i n g s a n d a s p h a l t u s a g e : a. U s e n o n - s o l v e n t - b a s e d c o a t i n g s o n bu i l d i n g s , w h e r e v e r a p p r o p r i a t e ; b. U s e s o l v e n t - b a s e d c o a t i n g s , w h e r e t h e y a r e n e c e s s a r y . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t MM 5 . 2 - 3 O n g o i n g d u r i n g c o n s t r u c t i o n O n g o i n g du r i n g c o n s t r u c t i o n , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l i m p l e m e n t m e a s u r e s to r e d u c e c o n s t r u c t i o n - r e l a t e d a i r q u a l i t y i m p a ct s . T h e s e m e a s u r e s s h a l l i n c l u d e , b u t ar e n o t l i m i t e d t o : Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 8 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion a. N o r m a l w e t t i n g p r o c e d u r e s ( a t l e a s t t w i c e d a i l y ) o r o t h e r d u s t p a l l i a t i v e me a s u r e s s h a l l b e f o l l o w e d d u r i n g e a r t h - m o v i n g o p e r a t i o n s t o m i n i m i z e f u g i t i v e du s t e m i s s i o n s , i n c o m p l i a n c e w i t h t h e C i t y o f A n a h e i m M u n i c i p a l C o d e in c l u d i n g a p p l i c a t i o n o f c h e m i c a l s o i l s t a b i li z e r s t o e x p o s e d s o i l s a f t e r g r a d i n g i s co m p l e t e d a n d r e p l a c i n g g r o u n d c o v e r i n d i s t u r b e d a r e a s a s q u i c k l y a s pr a c t i c a b l e . b. F o r p r o j e c t s w h e r e t h e r e i s e x c a v a t i on f o r s u b t e r r a n e a n f a c i l i t i e s ( s u c h a s pa r k i n g ) o n - s i t e h a u l r o a d s s h a l l b e w a t e r e d a t l e a s t e v e r y t w o h o u r s o r t h e on - s i t e h a u l r o a d s s h a l l b e p a v e d . c. E n c l o s i n g , c o v e r i n g , w a t e r i n g t w i c e d a il y , o r a p p l y i n g a p p r o v e d s o i l b i n d e r s , ac c o r d i n g t o m a n u f a c t u r e r ’ s s p e c i f i c a t i o n , t o e x p o s e d p i l e s . d. R o a d w a y s a d j a c e n t t o t h e p r o j e c t s h al l b e s w e p t a n d c l e a r e d o f a n y s p i l l e d ex p o r t m a t e r i a l s a t l e a s t t w i c e a d a y t o a s s i s t i n m i n i m i z i n g f u g i t i v e d u s t ; a n d , ha u l r o u t e s s h a l l b e c l e a r e d a s n e e d e d i f s p i l l s o f m a t e r i a l s e x p o r t e d f r o m t h e pr o j e c t s i t e o c c u r . e. W h e r e p r a c t i c a b l e , h e a v y d u t y c o n s t r u c ti o n e q u i p m e n t s h a l l b e k e p t o n s i t e w h e n no t i n o p e r a t i o n t o m i n i m i z e e x h a u s t e m i s s i o n s a s s o c i a t e d w i t h v e h i c l e s re p e t i t i o u s l y e n t e r i n g a n d e x i t i n g t h e p r o j e c t s i t e . f. T r u c k s i m p o r t i n g o r e x p o r t i n g s o i l m a t e r i a l a n d / o r d e b r i s s h a l l b e c o v e r e d p r i o r t o en t e r i n g p u b l i c s t r e e t s . g. T a k i n g p r e v e n t i v e m e a s u r e s t o e n s u r e t ha t t r u c k s d o n o t c a r r y d i r t o n t i r e s o n t o pu b l i c s t r e e t s , i n c l u d i n g t r e a t i n g o n s i t e r o a d s a n d s t a g i n g a r e a s . h. P r e v e n t i n g t r u c k s f r o m i d l i n g f o r l o n g e r t h a n 2 m i n u t e s . i. M a n u a l l y i r r i g a t e o r a c t i v a t e i r r i g a t i o n s y s t e m s n e c e s s a r y t o w a t e r a n d m a i n t a i n th e v e g e t a t i o n a s s o o n a s pl a n t i n g i s c o m p l e t e d . j. R e d u c e T r a f f i c s p e e d s o n a l l u n p a v e d r o a d s u r f a c e s t o 1 5 m i l e s p e r h o u r o r le s s . k. S u s p e n d a l l g r a d i n g o p e r a t i o n s w h e n wi n d s p e e d s ( a s i n s t a n t a n e o u s g u s t ) ex c e e d 2 5 m i l e s p e r h o u r a n d d u r i n g f i r s t a n d s e c o n d s t a g e s m o g a l e r t s . l. C o m p l y w i t h S C A Q M D R u l e 4 0 2 , w h i c h st a t e s t h a t n o d u s t im p a c t s o f f s i t e a r e su f f i c i e n t t o b e c a l l e d a n u i s a n c e , a n d S C A Q MD R u l e 4 0 3 , w h i c h r e s t r i c t s v i s i b l e em i s s i o n s f r o m c o n s t r u c t i o n . m. U s e l o w e m i s s i o n m o b i l e c o n s t r u c t i o n e q u i p m e n t ( e . g . , t r a c t o r s , s c r a p e r s , do z e r s , e t c . ) w h e r e p r a c t i c a b l e . Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 9 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion n. U t i l i z e e x i s t i n g p o w e r s o u r c e s ( e . g . , p o w e r p o l e s ) o r c l e a n - f u e l g e n e r a t o r s r a t h e r th a n t e m p o r a r y p o w e r g e n e r a t o r s , w h e r e p r a c t i c a b l e . o. M a i n t a i n c o n s t r u c t i o n e q u i p m e n t e n g i n e s b y k e e p i n g t h e m p r o p e r l y t u n e d . p. U s e l o w s u l f u r f u e l f o r e q u i p m en t , t o t h e e x t e n t p r a c t i c a b l e . Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 10 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion 5. 2 - 4 P r i o r t o i s s u a n c e o f e a c h g r a d i n g pe r m i t ( f o r I m p o r t / E x p o r t P l a n ) a n d pr i o r t o i s s u a n c e o f d e m o l i t i o n p e r m (f o r D e m o l i t i o n P l a n ) Pr i o r t o i s s u a n c e o f e a c h g r a d i n g p e r m i t ( f o r I m p o r t / E x p o r t P l a n ) a n d p r i o r t o i s s u a n c e of d e m o l i t i o n p e r m i t ( f o r D e m o l i t i o n P l a n ) , th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t De m o l i t i o n a n d I m p o r t / E x p o r t p l a n s . T h e p l a n s s h a l l i n c l u d e i d e n t i f i c a t i o n o f o f f s i t e lo c a t i o n s f o r m a t e r i a l s e x p o r t f r o m t h e p r oj e c t a n d o p t i o n s f o r d i s p o s a l o f e x c e s s ma t e r i a l . T h e s e o p t i o n s m a y i n c l u d e r e c y c l i n g o f m a t e r i a l s o n s i t e , s a l e t o a s o i l b r o k e r or c o n t r a c t o r , s a l e t o a p r o j e c t i n t h e v i c i ni t y o r t r a n s p o r t t o a n e n v i r o n m e n t a l l y c l e a r e d la n d f i l l , w i t h a t t e m p t s m a d e t o m o v e i t w i t h i n O r a n g e C o u n t y . T h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l o f f e r r e c y c l a b l e b u i l d i n g m a t e r i a l s , s u c h a s a s p h a l t o r c o n c r e t e fo r s a l e o r r e m o v a l b y p r i v a t e f i r m s o r p u b l i c a g e n c i e s f o r u s e i n c o n s t r u c t i o n o f o t h e r pr o j e c t s , i f n o t a l l c a n b e r e u s e d o n t h e p r o j e c t s i t e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 2 - 5 P r i o r t o t h e i s s u a n c e o f e a c h b u i l d pe r m i t Pr i o r t o t h e i s s u a n c e o f e a c h b u i l d i n g p e r m i t , th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l c o m p l y wi t h a l l S C A Q M D o f f s e t r e g u l a t i o n s a n d im p l e m e n t a t i o n o f B e s t A v a i l a b l e C o n t r o l Te c h n o l o g y ( B A C T ) a n d B e s t A v a i l a b l e R e t r o f it C o n t r o l T e c h n o l o g y ( B A R C T ) f o r a n y ne w o r m o d i f i e d s t a t i o n a r y s o u r c e . C o p i e s o f p e r m i t s s h a l l b e g i v e n t o t h e P l a n n i n g a n d Bu i l d i n g D e p a r t m e n t . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 2 - 6 P r i o r t o t h e i s s u a n c e o f e a c h b u i l d pe r m i t Pr i o r t o t h e i s s u a n c e o f e a c h b u i l d i n g p e rm i t , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l im p l e m e n t , a n d d e m o n s t r a t e t o t h e C i t y , m e as u r e s t h a t a r e b e i n g t a k e n t o r e d u c e op e r a t i o n - r e l a t e d a i r q u a l i t y i m p a c t s . T h e s e m ea s u r e s m a y i n c l u d e , b u t a r e n o t l i m i t e d to t h e f o l l o w i n g : a. I m p r o v e t h e r m a l i n t e g r i t y o f s t r u c t u r e s a n d r e d u c e d t h e r m a l l o a d t h r o u g h u s e o f au t o m a t e d t i m e c l o c k s o r o c c u p a n t s e n s o r s . b. I n c o r p o r a t e e f f i c i e n t h e at i n g a n d o t h e r a p p l i a n c e s . c. I n c o r p o r a t e e n e r g y c o n s e r v a t i o n m e a s u r es i n s i t e o r i e n t a t i o n a n d i n b u i l d i n g de s i g n , s u c h a s a p p r o p r i a t e p a s s i v e s o l a r d e s i g n . d. U s e d r o u g h t - r e s i s t a n t l a n d s c a p i n g w h e r e v er f e a s i b l e t o r e d u c e e n e r g y u s e d i n pu m p i n g a n d t r a n s p o r t i n g w a t e r . e. T o t h e e x t e n t f e a s i b l e , p r o v i d e da y c a r e o p p o r t u n i t i e s f o r e m p l o y e e s o r pa r t i c i p a t e i n a j o i n t d e v e l o p m e n t d a y c a r e c e n t e r f. I n s t a l l f a c i l i t i e s f o r e l e c t r i c v e h i c l e r e ch a r g i n g , u n l e s s i t i s de m o n s t r a t e d t h a t t h e te c h n o l o g y f o r t h e s e f a c i l i t i e s o r a v a i l a bi l i t y o f t h e e q u i p m e n t c u r r e n t a t t h e t i m e ma k e s t h i s i n s t a l l a t i o n i n f e a s i b l e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 2 - 7 P r i o r t o i s s u a n c e o f t h e f i r s t b u i l d i n pe r m i t Pr i o r t o i s s u a n c e o f t h e f i r s t b u i l d i n g p e r m i t , th e p r o p e r t y o w n e r / d e v e l op e r s h a l l s u b m i t a hu m a n h e a l t h r i s k a s s e s s m e n t ( H R A ) f o r a n y p r o p o s e d s e n s i t i v e l a n d u s e s ( a c c o r d i n g to S C A Q M D s t a n d a r d s a t t h a t t i m e ) t o b e l o ca t e d w i t h i n 5 0 0 f e e t of t h e n e a r e d g e o f t h e I- 5 f r e e w a y u n l e s s i t i s d e m o n s t r a t e d t h a t t h e h e a l t h r i s k s h a v e b e e n d e t e r m i n e d t o b e ac c e p t a b l e a c c o r d i n g t o t h e s t a n d a r d s o f th e S C A Q M D a t t h e t i m e o f b u i l d i n g p e r m i t ap p l i c a t i o n . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 11 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion BI O L O G I C A L R E S O U R C E S 4- 1 P r i o r t o t h e i s s u a n c e o f a d e m o l i t i o pe r m i t , g r a d i n g p e r m i t , o r b u i l d i n g pe r m i t , w h i c h e v e r o c c u r s f i r s t Pr i o r t o t h e i s s u a n c e o f a d e m o l i t i o n p e r m i t , g r a d i n g p e r m i t , o r b u i l d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t , a s u r v e y f o r a c t i v e r a p t o r n e s t s s h a l l b e c o n d u c t e d b y a q u a l i f i e d Bi o l o g i s t a n d s u b m i t t e d t o t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t 3 0 d a y s p r i o r t o co m m e n c e m e n t o f a n y d e m o l i t i o n o r c o n s t r u c ti o n a c t i v i t i e s d u r i n g t h e r a p t o r n e s t i n g se a s o n ( F e b r u a r y 1 t o J u n e 3 0 ) a n d w i t h i n 5 00 f e e t o f a f a n p a l m , j u n i p e r , o r c a n a r y is l a n d p i n e . S h o u l d a n a c t i v e n e s t b e i d e n t i f ie d , r e s t r i c t i o n s d e f i n e d b y a q u a l i f i e d Bi o l o g i s t w i l l b e p l a c e d o n c o n s t r u c t i o n a c t i v i t i e s i n t h e v i c i n i t y o f a n y a c t i v e n e s t ob s e r v e d u n t i l t h e n e s t i s n o l o n g e r a c t i v e , as d e t e r m i n e d b y a q u a l i f i e d B i o l o g i s t . T h e s e re s t r i c t i o n s m a y i n c l u d e a 3 0 0 - t o 5 0 0 - fo o t b u f f e r z o n e d e s i g n a t e d a r o u n d a n e s t t o al l o w c o n s t r u c t i o n t o p r o c e e d w h i l e m i n i m i z i n g d i s t u r b a n c e t o t h e a c t i v e n e s t . O n c e t h e ne s t i s n o l o n g e r a c t i v e , c o n s t r u c t i o n c a n p r o c e e d w i t h i n t h e b u f f e r z o n e . (A R S P E I R 34 0 M M 5 . 3 - 1 ) Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 4- 2 P r i o r t o t h e i s s u a n c e o f a d e m o l i t i o pe r m i t , g r a d i n g p e r m i t , o r b u i l d i n g pe r m i t , w h i c h e v e r o c c u r s f i r s t Pr i o r t o t h e i s s u a n c e o f a d e m o l i t i o n p e r m i t , g r a d i n g p e r m i t , o r b u i l d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t , a l e t t e r d e t a i l i n g t h e p r o p o s e d s c h e d u l e f o r v e g e t a t i o n r e m o v a l ac t i v i t i e s s h a l l b e s u b m i t t e d t o t h e P l a n ni n g a n d B u i l d i n g D e p a r t m e n t , v e r i f y i n g t h a t re m o v a l s h a l l t a k e p l a c e b e t w e e n A u g u s t 1 a n d F e b r u a r y 2 8 t o a v o i d t h e b i r d n e s t i n g se a s o n . T h i s w o u l d e n s u r e t h a t n o a c t i v e n e s t s w o u l d b e d i s t u r b e d . I f t h i s i s n o t fe a s i b l e , t h e n a q u a l i f i e d B i o l o g i s t s h a l l i n s pe c t a n y t r e e s w h i c h w o u l d b e i m p a c t e d p r i o r to d e m o l i t i o n , g r a d i n g o r c o n s t r u c t i o n a c t i v i t i e s t o e n s u r e n o n e s t i n g b i r d s a r e p r e s e n t . I f a n e s t i s p r e s e n t , t h e n a p p r o p r i a t e m i n i m i z a ti o n m e a s u r e s s h a l l b e d e v e l o p e d b y t h e Bi o l o g i s t . (A R S P E I R 3 4 0 M M 5 . 3 - 2 ) Pl a n n i n g a n d B u i l d i n g De p a r t m e n t CU L T U R A L R E S O U R C E S 5- 1 P r i o r t o i s s u a n c e o f e a c h g r a d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h g r a d i n g p e r m i t , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a le t t e r i d e n t i f y i n g t h e c e r t i f i e d a r c h a e o l o g i s t t h a t h a s b e e n h i r e d t o e n s u r e t h a t t h e fo l l o w i n g a c t i o n s a r e i m p l e m e n t e d : a. T h e a r c h a e o l o g i s t m u s t be p r e s e n t a t t h e p r e - g r a d i n g c o n f e r e n c e i n o r d e r t o es t a b l i s h p r o c e d u r e s f o r t e m p o r a r i l y h a l t in g o r r e d i r e c t i n g w o r k t o p e r m i t t h e sa m p l i n g , i d e n t i f i c a t i o n , a n d e v a l u a t i o n o f a r ti f a c t s i f p o t e n t i a l l y s i g n i f i c a n t a r t i f a c t s ar e u n c o v e r e d . I f a r t i f a c t s a r e u n c o v e r e d an d d e t e r m i n e d t o b e s i g n i f i c a n t , t h e ar c h a e o l o g i c a l o b s e r v e r s h a l l d e t e r m i n e a p p r o p r i a t e a c t i o n s i n c o o p e r a t i o n w i t h t h pr o p e r t y o w n e r / d e v e l o p e r f o r e x p l o r a t i o n a n d / o r s a l v a g e . b. S p e c i m e n s t h a t a r e c o l l e c t e d p r i o r t o or d u r i n g t h e g r a d i n g p r o c e s s w i l l b e d o n a t e d to a n a p p r o p r i a t e e d u c a t i o n a l o r r e s e a r c h i n s t i t u t i o n . c. A n y a r c h a e o l o g i c a l w o r k a t t h e s i t e s ha l l b e c o n d u c t e d u n d e r th e d i r e c t i o n o f t h e ce r t i f i e d a r c h a e o l o g i s t . I f a n y a r t i f a c t s ar e d i s c o v e r e d d u r i n g g r a d i n g o p e r a t i o n s wh e n t h e a r c h a e o l o g i c a l m o n i t o r i s n o t p r e s e n t , g r a d i n g s h a l l b e d i v e r t e d a r o u n d t ar e a u n t i l t h e m o n i t o r c a n s u r v e y t h e a r e a . Pu b l i c W o r k s D e p a r t m e Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 12 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion d. A f i n a l r e p o r t d e t a i l i n g t h e f i n d i n g s an d d i s p o s i t i o n o f t h e s p e c i m e n s s h a l l b e su b m i t t e d t o t h e C i t y E n g i n e e r . U p o n c o m p le t i o n o f t h e g r a d i n g , t h e a r c h a e o l o g i s t sh a l l n o t i f y t h e C i t y a s t o w h e n t h e f i n a l r e p o r t w i l l b e s u b m i t t e d . (A R S P E I R 3 4 0 M 5. 4 - 1 ) 5. 4 - 3 P r i o r t o a p p r o v a l o f a f i n a l s i t e p l a n fo r p r o p e r t i e s t h a t c o n t a i n a s t r u c t u ov e r 4 5 y e a r s o l d Pr i o r t o a p p r o v a l o f a f i n a l s i t e p l a n f o r p r o pe r t i e s t h a t c o n t a i n a st r u c t u r e o v e r 4 5 y e a r s ol d , p r o p e r t y o w n e r s / d e v e l o p e r s s h a l l s u b m it t o t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t , Pl a n n i n g S e r v i c e s D i v i s i o n , d o c u m e n t a t i o n t o v e r i f y t h e p r e s e n c e / a b s e n c e o f h i s t o r i c re s o u r c e s . O n p r o p e r t i e s w h e r e r e s o u r c e s a r e i d e n t i f i e d , s u c h d o c u m e n t a t i o n s h a l l pr o v i d e a d e t a i l e d m i t i g a t i o n p l a n , i n c l u d i n g a m o n i t o r i n g p r o g r a m a n d r e c o v e r y a n d / o r in s i t u p r e s e r v a t i o n p l a n , b a s e d o n t h e r e co m m e n d a t i o n s o f a q u a l i f i e d s p e c i a l i s t . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t GE O L O G Y A N D S O I L S 6- 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t he p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t pl a n s t o t h e P l a n n i n g D e p a r t m e n t , B u i l d i n g S e r v i c e s D i v i s i o n f o r r e v i e w a n d a p p r o v a l sh o w i n g t h a t t h e p r o p o s e d s t r u c t u r e h a s be e n a n a l y z e d f o r e a r t h q u a k e l o a d i n g a n d de s i g n e d a c c o r d i n g t o t h e m o s t r e c e n t s e i s mi c s t a n d a r d s i n t h e C a l i f o r n i a B u i l d i n g Co d e a d o p t e d b y t h e C i t y o f A n a h e i m . (A R S P E I R 3 4 0 M M 5 . 5 - 3 ) Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 6- 2 P r i o r t o i s s u a n c e o f b u i l d i n g o r gr a d i n g p e r m i t s Pr i o r t o i s s u a n c e o f b u i l d i n g o r g r a d i n g p e r m i t s , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l su b m i t t o t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t , B u i l d i n g S e r v i c e s D i v i s i o n g e o l o g i c an d g e o t e c h n i c a l i n v e s t i g a t i o n s i n a r e a s o f p o t e n t i a l s e i s m i c o r g e o l o g i c h a z a r d s a n d pr o v i d e a n o t e o n p l a n s t h a t a l l g r a d i n g o pe r a t i o n s w i l l b e c o n d u c t e d i n c o n f o r m a n c e wi t h t h e r e c o m m e n d a t i o n s c o n t a i n e d i n t he a p p l i c a b l e g e o t e c h n i c a l i n v e s t i g a t i o n . (A R S P E I R 3 4 0 M M 5 . 5 - 6 ) Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 5 - 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t t o th e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t , B u i l d i n g S e r v i c e s D i v i s i o n f o r r e v i e w a n d ap p r o v a l , d e t a i l e d f o u n d a t i o n d e s i g n i n f o r m a t i on f o r t h e s u b j e c t b u i l d i n g ( s ) , p r e p a r e d b y a c i v i l e n g i n e e r , b a s e d o n r e c o m m e n d a t i o n s b y a g e o t e c h n i c a l e n g i n e e r . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 5 - 2 P r i o r t o i s s u a n c e o f e a c h f o u n d a t i o pe r m i t Pr i o r t o i s s u a n c e o f e a c h f o u n d a t i o n p e r m i t , th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a r e p o r t p r e p a r e d b y a g e o t e c h n i c a l e n g i n e e r t o t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t , Bu i l d i n g S e r v i c e s D i v i s i o n f o r r e v i e w a n d a p p r o v a l , w h i c h s h a l l i n v e s t i g a t e t h e s u b j e c t fo u n d a t i o n e x c a v a t i o n s t o d e t e r m i n e i f s o f t la y e r s a r e p r e s e n t i m m e d i a t e l y b e n e a t h t h e fo o t i n g s i t e a n d t o e n s u r e t h a t c o m p r e s s i bi l i t y d o e s n o t u n d e r l i e t h e f o o t i n g . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 5 - 4 P r i o r t o t h e f i n a l b u i l d i n g a n d z o n i n in s p e c t i o n f o r a h o t e l / m o t e l Pr i o r t o t h e f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n f o r a h o t e l / m o t e l , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l s u b m i t a n e a r t h q u a k e e m e r g e n c y r e s p o n s e p l a n f o r r e v i e w a n d ap p r o v a l b y t h e F i r e D e p a r t m e n t . T h e p l a n s h a l l r e q u i r e p o s t e d n o t i c e s i n a l l h o t e l ro o m s o n e a r t h q u a k e s a f e t y p r o c e d u r e s a nd i n c o r p o r a t e o n g o i n g e a r t h q u a k e t r a i n i n g fo r h o t e l s t a f f t o t h e s a t i s f a c ti o n o f t h e F i r e D e p a r t m e n t . Fi r e D e p a r t m e n t 5. 5 - 5 O n g o i n g d u r i n g g r a d i n g a c t i v i t i e s O n g o i n g d u r i n g g r a d i ng a c t i v i t i e s , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l i m p l e m e n t st a n d a r d p r a c t i c e s f o r a l l a p p l i c a b l e c o d e s a n d o r d i n a n c e s t o p r e v e n t e r o s i o n t o t h e Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 13 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion sa t i s f a c t i o n o f t h e P l a n n i n g a n d B u i l d i n g De p a r t m e n t , B u i l d i n g S e r v i c e s D i v i s i o n . HA Z A R D S A N D H A Z A R D O U S M A T E R I A L S 8- 1 O n g o i n g d u r i n g p r o j e c t d e m o l i t i o n an d c o n s t r u c t i o n On g o i n g d u r i n g p r o j e c t d e m o l i t i o n a n d c o n s t r u c t i on , i n t h e e v e n t t h a t h a z a r d o u s w a s t e , in c l u d i n g a s b e s t o s , i s d i s c o v e r e d d u r i n g s i t e pr e p a r a t i o n o r c o n s t r u c t i o n , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l e n s u r e t h a t t h e i d e n t if i e d h a z a r d o u s w a s t e a n d / o r h a z a r d o u s ma t e r i a l a r e h a n d l e d a n d d i s p o s e d o f i n t h e m an n e r s p e c i f i e d b y t he S t a t e o f C a l i f o r n i a Ha z a r d o u s S u b s t a n c e s C o n t r o l L a w ( H e a l t h a n d S a f e t y C o d e , D i v i s i o n 2 0 , C h a p t e r 6. 5 ) , a n d a c c o r d i n g t o t h e r e q u i r e m e n t s o f t he C a l i f o r n i a A d m i n i s t r a t i v e C o d e , T i t l e 3 0 , Ch a p t e r 2 2 . (A R S P E I R 3 4 0 M M 5 . 7 - 6 ) OC H e a l t h C a r e A g e n c y En v i r o n m e n t a l P r o t e c t i o Se c t i o n o f t h e F i r e De p a r t m e n t ; S o u t h C o a s Ai r Q u a l i t y M a n a g e m e n t Di s t r i c t 5. 7 - 1 P r i o r t o i s s u a n c e o f t h e f i r s t g r a d i n or d e m o l i t i o n p e r m i t , w h i c h e v e r oc c u r s f i r s t Pr i o r t o i s s u a n c e o f t h e f i r s t g r a d i n g o r d e mo l i t i o n p e r m i t , w h i c h e v e r o c c u r s f i r s t , i n ar e a s o f f o r m e r s e r v i c e s t a t i o n s , i n a r e a s kn o w n o r t h o u g h t t o h a v e b e e n p r e v i o u s l y oc c u p i e d b y U S T s , a n d i n a r e a s w h e r e t a n k r e m o v a l h a s n o t b e e n v e r i f i e d p r i o r t o ex c a v a t i o n o r g r a d i n g t h e p r o p e r t y o w n e r / d e ve l o p e r s h a l l r e t a i n t h e s e r v i c e s o f a qu a l i f i e d e n v i r o n m e n t a l p r o f e s s i o n a l t o c o nd u c t a n i n v e s t i g a t i o n f o r k n o w n , o r t h e pr e s e n c e o f , c r y p t i c t a n k s , u s i n g g e o p h y s i c a l m e t h o d s . So i l s a m p l i n g o r a s o i l o r g a n i c v a p o r s u r v e y m a y b e r e q u i r e d i f s o i l s a m p l i n g r e s u l t s a r e no t a v a i l a b l e , o r i n d i c a t e c o n t a m i n a t i o n is p r e s e n t a b o v e r e g u l a t o r y g u i d e l i n e s . I f wa r r a n t e d , s u b s u r f a c e i n v e s t i g a t i o n a n d s a mp l i n g s h a l l b e u n d e r t a k e n i n t h e s e a r e a s , an d a p p r o p r i a t e r e m e d i a t i o n m e a s u r e s d e v e l op e d , i f n e c e s s a r y , b e f o r e d e m o l i t i o n , ex c a v a t i o n , o r g r a d i n g t a k e s p l a c e i n t h e s e a r e a s . Fi r e D e p a r t m e n t 5. 7 - 2 P r i o r t o t h e r e m o v a l o f U S T s P r i o r t o t h e r e m o v a l o f US T s , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l o b t a i n a p e r m i t f r o m th e H a z a r d o u s M a t e r i a l s M a n a g e m e n t Se c t i o n o f t h e F i r e D e p a r t m e n t f o r t h e r e m o v a l o f su c h t a n k s . D u r i n g t h e r e m o v a l o f U S T s , a r e p r e s e n t a t i v e f r o m t h e E n v i r o n m e n t a l Pr o t e c t i o n S e c t i o n o f t h e F i r e D e p a r t m e n t s h al l b e o n s i t e t o d i r e c t s o i l s a m p l i n g . Fi r e D e p a r t m e n t 5. 7 - 3 O n g o i n g d u r i n g r e m e d i a t i o n a l l re m e d i a t i o n a c t i v i t i e s o f s u r f a c e or s u b s u r f a c e c o n t a m i n a t i o n n o t re l a t e d t o U S T s On g o i n g d u r i n g r e m e d i a t i o n a l l r e m e d i a t i o n ac t i v i t i e s o f s u r f a c e o r s u b s u r f a c e co n t a m i n a t i o n n o t r e l a t e d t o U S T s , co n d u c t e d o n b e h a l f o f t h e p r o p e r t y ow n e r / d e v e l o p e r , s h a l l b e o v e r s e e n b y t h e O r a n g e C o u n t y H e a l t h C a r e A g e n c y (O C H C A ) . I n f o r m a t i o n o n s u b s u r f a c e c o n t a m i na t i o n f r o m U S T s s h a l l b e p r o v i d e d t o t h e Sa n t a A n a R e g i o n a l W a t e r Q u a l i t y C o n t r o l B o a r d ( S A R W Q C B ) w i t h a c o p y t o P l a n n i n g & B u i l d i n g . No t e : P e r a m e m o d a t e d O c t o b e r 2 2 , 2 0 1 4 f r o m t h e P u b l i c U t i l i t i e s D e p a r t m e n t , a s o f Ju l y 1 , 2 0 1 4 , t h e E n v i r o n m e n t a l S e r v i c e s D i v is i o n o f t h e P u b l i c U t il i t i e s D e p a r t m e n t i s no l o n g e r r e s p o n s i b l e f o r o v e r s e e i n g t h e c l e a n u p o f n e w U S T c a s e s , a n d t h e re s p o n s i b i l i t y h a s b e e n d e l e g a t e d t o t h e S a n t a A n a R e g i o n a l W a t e r Q u a l i t y C o n t r o l Bo a r d ( S A R W Q C B ) . H o w e v e r , t h e A n a h e i m F i r e D e p a r t m e n t w i l l s t i l l b e r e s p o n s i b l e f o r ov e r s e e i n g t h e r e m o v a l o f U S T s . ( a m e n d e d F e b r u a r y 2 6 , 2 0 1 5 ) . Fi r e D e p a r t m e n t ; Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 7 - 4 P r i o r t o i s s u a n c e o f t h e f i r s t g r a d i n or d e m o l i t i o n p e r m i t , w h i c h e v e r Pr i o r t o i s s u a n c e o f t h e f i r s t g r a d i n g o r d e mo l i t i o n p e r m i t , w h i c h e v e r o c c u r s f i r s t , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a p l a n f o r r e v i e w a n d a p p r o v a l b y t h e F i r e Fi r e D e p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 14 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion oc c u r s f i r s t D e p a r t m e n t w h i c h d e t a i l s p r o c e d u r e s t ha t w i l l b e t a k e n i f p r e v i o u s l y u n k n o w n U S T s , o r ot h e r u n k n o w n h a z a r d o u s m a t e r i a l o r w a s t e , i s d i s c o v e r e d o n s i t e . 5. 7 - 5 P r i o r t o i s s u a n c e o f t h e f i r s t g r a d i n or d e m o l i t i o n p e r m i t , w h i c h e v e r oc c u r s f i r s t Pr i o r t o i s s u a n c e o f t h e f i r s t g r a d i n g o r d e mo l i t i o n p e r m i t , w h i c h e v e r o c c u r s f i r s t f o r fu t u r e d e v e l o p m e n t s w i t h i n t h e A n a h e i m R e so r t S p e c i f i c P l a n a r e a a f f e c t i n g a n y pr o p e r t y o n a p u b l i s h e d l i s t o f l e a k i n g u n d e rg r o u n d s t o r a g e t a n k s ( L U S T ) t h a t h a s n o t be e n o f f i c i a l l y c l o s e d o r r e s o l v e d , a q u a l i f ie d e n v i r o n m e n t a l p r o f e s s i o n a l , r e t a i n e d b y th e p r o p e r t y o w n e r / d e v e l o p e r , s h a l l a t t e m p t t o c o n t a c t t h e c u r r e n t a n d / o r k n o w n f o r m e r pr o p e r t y / b u s i n e s s o w n e r s t o o b t a i n i n f o r m a ti o n r e g a r d i n g t h e s t a t u s o f U S T s a n d / o r ta n k c l o s u r e s a t t h e s e s i t e s . I f w a r r a n t e d , su b s u r f a c e i n v e s t i g a t i o n a n d s a m p l i n g s h a l l be u n d e r t a k e n b y a q u a l i f i e d e n v i r o n m e n t a l p r of e s s i o n a l , a n d r e s u l t s o f t h e s e a n a l y s e s sh a l l b e s u b m i t t e d t o t h e F i r e D e p a r t m e n t an d t h e S a n t a A n a R e g i o n a l W a t e r Q u a l i t y Co n t r o l B o a r d ( S A R W Q C B ) , f o r r e v i e w a n d a p p r o v a l . A p p r o p r i a t e r e m e d i a t i o n me a s u r e s w i l l b e d e v e l o p e d , i f n e c e s s a r y , be f o r e d e m o l i t i o n , e x c a v a t i o n , o r g r a d i n g ta k e s p l a c e i n t h e s e a r e a s . A c o p y o f t h e a p p r o v a l l e t t e r w i t h a n y a p p r o p r i a t e re m e d i a t i o n m e a s u r e s s h a l l b e s u b m i t t e d t o P l a n n i n g & B u i l d i n g . Fi r e D e p a r t m e n t ; Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 7 - 7 P r i o r t o i s s u a n c e o f a n y d i s c r e t i o n a pe r m i t f o r a c u r r e n t o r f o r m e r ha z a r d o u s w a s t e d i s p o s a l s i t e o r so l i d w a s t e d i s p o s a l s i t e Pr i o r t o i s s u a n c e o f a n y d i s c r e t i o n a r y p e r m i t f o r a c u r r e n t o r f o r m e r h a z a r d o u s w a s t e di s p o s a l s i t e o r s o l i d w a s t e d i s p o s a l s i t e , t h e p r o j e c t p r o p e r t y o w n e r / d e v e l o p e r s h a l l su b m i t a P h a s e I E n v i r o n m e n t a l S i t e A s s e ss m e n t t o t h e C i t y . I f p o s s i b l e h a z a r d o u s ma t e r i a l s a r e i d e n t i f i e d d u r i n g t h e s i t e a ss e s s m e n t s , t h e a p p r o p r i a t e r e s p o n s e / r e m e d i a l me a s u r e s w i l l b e i m p l e m e n t e d i n a c c o r d an c e w i t h t h e r e q u i r e m e n t s o f t h e O r a n g e Co u n t y H e a l t h C a r e A g e n c y ( O C H C A ) a n d / o r t h e R e g i o n a l W a t e r Q u a l i t y C o n t r o l B o a r d (R W Q C B ) , a s a p p r o p r i a t e . Fi r e D e p a r t m e n t HY D R O L O G Y A N D W A T E R Q U A L I T Y 9- 1 P r i o r t o i s s u a n c e o f a g r a d i n g p e r m Pr i o r t o i s s u a n c e o f a g r a d i n g p e r m i t f o r s i t e s th a t d i s t u r b m o r e t h a n o n e ( 1 ) a c r e o f s o i l , th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l o b t a in c o v e r a g e u n d e r t h e N P D E S S t a t e w i d e In d u s t r i a l S t o r m w a t e r P e r m i t f o r G e n e r a l C o n s tr u c t i o n A c t i v i t i e s f r o m t h e S t a t e W a t e r Re s o u r c e s C o n t r o l B o a r d . T h e a p p l i c a n t s h al l p r e p a r e a n d i m p l e m e n t a S t o r m w a t e r Po l l u t i o n P r e v e n t i o n P l a n ( S W P P P ) . A c o p y o f t h e c u r r e n t S W P P P s h a ll b e k e p t a t t h e Pr o j e c t S i t e a n d b e a v a i l a b l e f o r C i t y r e v i e w o n r e q u e s t . E v i d e n c e o f p e r m i t a t t a i n m e n t sh a l l b e s u b m i t t e d t o t h e P l a n n i n g a n d B u i l di n g D e p a r t m e n t , B u i l d i n g S e r v i c e s D i v i s i o n . (A R S P E I R 3 4 0 M M 5 . 8 - 2 ) Pu b l i c W o r k s D e p a r t m e Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 15 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion 9- 2 O n g o i n g d u r i n g p r o j e c t o p e r a t i o n s O n g o i n g d u r i n g p r o j e c t o p e r at i o n s , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p r o v i d e f o r t h e fo l l o w i n g : c l e a n i n g o f a l l p a v e d a r e a s n o t m a i n t a i n e d b y t h e C i t y o f A n a h e i m o n a m o n t h l y ba s i s , i n c l u d i n g , b u t n o t l i m i t e d t o , p r i v a t e st r e e t s a n d p a r k i n g l o t s . T h e u s e o f w a t e r t o c l e st r e e t s , p a v e d a r e a s , p a r k i n g l o t s , a n d o t h e r a r ea s a n d f l u s h i n g t h e d e b r i s a n d s e d i m e n t do w n t h e s t o r m d r a i n s s h a l l b e p r o h i b i t e d . (A R S P E I R 3 4 0 M M 5 . 8 - 3 ) Pu b l i c W o r k s D e p a r t m e 5. 8 - 1 P r i o r t o i s s u a n c e o f t h e f i r s t g r a d i n or b u i l d i n g p e r m i t , w h i c h e v e r o c c u fi r s t Pr i o r t o i s s u a n c e o f t h e f i r s t g r a d i n g o r b u i l d i n g p e r m i t , w h i c h e v e r o c c u r s f i r s t , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a M a s t e r D r a i n a g e a n d R u n o f f M a n a g e m e n t Pl a n ( M D R M P ) f o r r e v i e w a n d a p p r o v a l b y t h e P u b l i c W o r k s D e p a r t m e n t , D e v e l o p m e n t Se r v i c e s D i v i s i o n a n d O r a n g e C o u n t y ( O C ) P ub l i c W o r k s / O C E n g i n e e r i n g . T h e M a s t e r Pl a n s h a l l i n c l u d e , b u t n o t b e l i m i t e d t o , t h e f o l l o w i n g i t e m s : a. B a c k b o n e s t o r m d r a i n l a y o u t a n d p i p e s i z e , i n c l u d i n g s u p p o r t i n g h y d r o l o g y a n d hy d r a u l i c c a l c u l a t i o n s f o r s t o r m s u p t o an d i n c l u d i n g t h e 1 0 0 - y e a r s t o r m ; a n d , b. A d e l i n e a t i o n o f t h e i m p r o v e m e n t s t o be i m p l e m e n t e d f o r c o n t r o l o f p r o j e c t - ge n e r a t e d d r a i n a g e a n d r u n o f f . Pu b l i c W o r k s D e p a r t m e 5. 8 - 4 P r i o r t o e a c h f i n a l b u i l d i n g a n d zo n i n g i n s p e c t i o n Pr i o r t o e a c h f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m a l e t t e r f r o m a l i c e n s e d l a n d s c a p e a r c h i t e c t to t h e C i t y c e r t i f y i ng t h a t t h e l a n d s c a p e in s t a l l a t i o n a n d i r r i g a t i o n s y s t e m s h a v e b e e n in s t a l l e d a s s p e c i f i e d i n t h e a p p r o v e d la n d s c a p i n g a n d i r r i g a t i o n p l a n s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 8 - 5 P r i o r t o f i n a l b u i l d i n g a n d z o n i n g in s p e c t i o n Pr i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n , t he p r o p e r t y o w n e r / d e v e l o p e r s h a l l i n s t a l l p i p on - s i t e w i t h p r o j e c t w a t e r m a i n s s o t h a t r e c l a i m e d w a t e r m a y b e u s e d f o r l a n d s c a p e ir r i g a t i o n , i f a n d w h e n i t b e c o m e s a v a i l a b l e . Pu b l i c U t i l i t i e s D e p a r t m e 5. 8 - 6 P r i o r t o i s s u a n c e o f b u i l d i n g p e r m i t Pr i o r t o i s s u a n c e o f b u i l d i n g p e r m i t s , t h e p r o pe r t y o w n e r / d e v e l o p e r s h a l l p r o v i d e w r i t t e n ev i d e n c e t h a t a l l s t o r m d r a i n , s e w e r , a n d s t re e t i m p r o v e m e n t p l a n s s h a l l b e d e s i g n e d a n d co n s t r u c t e d t o t h e s a t i s f a c ti o n o f t h e C i t y E n g i n e e r . Pu b l i c W o r k s D e p a r t m e NO I S E 12 - 1 P r i o r t o a p p r o v a l o f e a c h f i n a l s i t e pl a n Pr i o r t o a p p r o v a l o f e a c h f i n a l s i t e p l a n , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a n o i s e st u d y p r e p a r e d b y a c e r t i f i e d a c o u s t i c a l e n g i n ee r t o t h e s a t i s f a c t i o n o f t h e B u i l d i n g D i v i s i o Ma n a g e r i d e n t i f y i n g w h e t h e r n o i s e a t t e n u a t io n i s r e q u i r e d a n d d e f i n i n g t h e a t t e n u a t i o n me a s u r e s a n d s p e c i f i c p e r f o r m a n c e r e q u i r e m e n t s , i f w a r r a n t e d , t o c o m p l y w i t h t h e U n i f o r m Bu i l d i n g C o d e a n d S o u n d P r e s s u r e L e v e l O r d i n a n c e . U l t i m a t e n o i s e a t t e n u a t i o n re q u i r e m e n t s , i f a n y , s h a l l d e p e n d o n t h e f i n a l l o c a t i o n o f s u c h b u i l d i n g s a n d n o i s e - s e n s i t i us e s i n s i d e a n d s u r r o u n d i n g t h e b u i l d i n g s . A tt e n u a t i o n m e a s u r e s s h a l l b e i m p l e m e n t e d b y th e p r o p e r t y o w n e r / d e v e l o p e r p r i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s . (A R S P E I R 3 4 MM 5 . 1 0 - 2 ) Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 12 - 2 P r i o r t o i s s u a n c e o f f i r s t b u i l d i n g pe r m i t Th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l d e v e l o p a s o u n d b a r r i e r a l o n g t h e n o r t h e r n b o u n d a r y th e p o o l a r e a . T h e s o u n d b a r r i e r s h a l l b e a t l e a s t 6 f e e t i n h e i g h t a n d h a v e a d e n s i t y o f a t le a s t 3 . 5 p o u n d s p e r s q u a r e f o o t . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 16 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion 5. 1 0 - 1 O n g o i n g d u r i n g c o n s t r u c t i o n O n g o i n g d u r i n g c o n s t r u c t i o n , t he p r o p e r t y o w n e r / d e v e l o p e r s h a l l e n s u r e t h a t a l l i n t e r n a l co m b u s t i o n e n g i n e s o n c o n s t r u c t i o n e q u i p m e n t a n d t r u c k s a r e f i t t e d w i t h p r o p e r l y ma i n t a i n e d m u f f l e r s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 3 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , f o r st r u c t u r e s t h a t a r e a d j a c e n t t o n o i s e - s e n s i t i v e ar e a s s u c h a s r e s i d e n c e s , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l e n s u r e t h a t a l l m e c h a n i c a l ve n t i l a t i o n u n i t s a r e s h o w n o n p l a n s a n d i n s t a l l e d i n c o m p l i a n c e w i t h S o u n d P r e s s u r e L e v Or d i n a n c e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 4 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t f o r a p a r k i n g s t r u c t u r e Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t f o r a p a r k i n g s t r u c t u r e , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l e n s u r e t h a t n o i s e f r o m pa r k i n g s t r u c t u r e s a d j a c e n t t o r e s i d e n t i a l ar e a s w i l l b e r e d u c e d b y t h e p r o v i s i o n o f c o n v e n i e n t a c c e s s t o p a r k i n g f a c i l i t i e s , s o u n d at t e n u a t i o n d e v i c e s ( l o u v e r s a n d w a l l s ) , t h e u s e of t e x t u r e d d e c k s u r f a c e s t o r e d u c e t i r e sq u a l l i n g , a n d t i e r i n g a p a r k i n g f a c i l i t y t o pr o v i d e g r e a t e r d i s t a n c e t o t h e r e c e p t o r . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 5 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , a n o t e s h a l l b e p r o v i d e d o n b u i l d i n g p l a n s in d i c a t i n g t h a t d u r i n g c o n s t r u c t i o n , t h e p r o p e rt y o w n e r / d e v e l o p e r s h a l l i n s t a l l a n d m a i n t a i n sp e c i a l l y d e s i g n e d c o n s t r u c t i o n b a r r i e r s a t th e p r o j e c t p e r i m e t e r a r e a s . T h e c o n s t r u c t i o n so u n d b a r r i e r s s h a l l b e a m i n i m u m h e i g h t o f 8 f ee t w i t h a m i n i m u m s u r f a c e w e i g h t o f 1 . 2 5 po u n d s p e r s q u a r e f o o t o r a m i n i m u m S o u n d T r a n s m i s s i o n C l a s s ( S T C ) r a t i n g o f 2 5 . T h e st r u c t u r e s h a l l b e a c o n t i n u o u s b a r r i e r . G a t e s a n d o t h e r e n t r y d o o r s s h a l l b e c o n s t r u c t e d wi t h s u i t a b l e m u l l i o n s , a s t r a g a l s , s e a l s , o r o t h e r d e s i g n t e c h n i q u e s t o m i n i m i z e s o u n d le a k a g e w h e n i n t h e c l o s e d p o s i t i o n . A c c e s s d o o r s s h o u l d b e s e l f c l o s i n g w h e r e f e a s i b l e . Vi s i o n p o r t s a r e p e r m i s s i b l e p r o v i d i n g t h e y a r e f i l l e d w i t h a n a c c e p t a b l e s o l i d v i s i o n p r o d u Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 6 O n g o i n g d u r i n g c o n s t r u c t i o n a n d pr o j e c t o p e r a t i o n On g o i n g d u r i n g c o n s t r u c t i o n a n d p r o j e c t o p e r a t i o n , p r e s s u r e w a s h i n g o p e r a t i o n s f o r pu r p o s e s o f b u i l d i n g r e p a i r a n d m a i n t e n a n c e d u e t o g r a f f i t i o r o t h e r a e s t h e t i c a l co n s i d e r a t i o n s s h a l l b e l i m i t e d t o d a y t i m e ho u r s o f o p e r a t i o n b e t w e e n 7 : 0 0 A M a n d 8 : 0 0 P Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 7 O n g o i n g d u r i n g c o n s t r u c t i o n a n d pr o j e c t o p e r a t i o n On g o i n g d u r i n g c o n s t r u c t i o n a n d p r o j e c t o p e r a ti o n , s w e e p i n g o p e r a t i o n s i n t h e p a r k i n g fa c i l i t i e s a n d p r i v a t e o n - s i t e r o a d w a y s s h a l l b e p e r f o r m e d u t i l i z i n g s w e e p i n g / s c r u b b i n g eq u i p m e n t w h i c h o p e r a t e a t a l e v e l m e a s u r e d n o t g r e a t e r t h a n 6 0 d B A a t t h e n e a r e s t ad j a c e n t p r o p e r t y l i n e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 8 O n g o i n g d u r i n g c o n s t r u c t i o n O n g o i n g d u r i n g c o n s t r u c t i o n , p r op e r t y o w n e r s / d e v e l o p e r s s h a l l p a y f o r a l l r e a s o n a b l e c o s as s o c i a t e d w i t h n o i s e m o n i t o r i n g w h i c h s h a l l i n c l u d e m o n i t o r i n g c o n d u c t e d b y a c e r t i f i e d ac o u s t i c a l e n g i n e e r u n d e r t h e d i r e c t i o n o f t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t f o u r t i m e ye a r o n a r a n d o m b a s i s t o e n s u r e t h a t o u t d o o r c o n s t r u c t i o n - r e l a t e d s o u n d l e v e l s a t a n y p o on t h e e x t e r i o r p r o j e c t b o u n d a r y p r o p e r t y l i ne d o n o t e x c e e d 6 0 d B A b e t w e e n t h e h o u r s o f 7: 0 0 P M a n d 7 : 0 0 A M o f t h e f o l l o w i n g d a y wh e r e o u t s i d e c o n s t r u c t i o n i s o c c u r r i n g . I f a co m p l a i n t i s r e c e i v e d b y t h e C i t y , a d d i t i o n a l n o i s e m o n i t o r i n g s h a l l b e c o n d u c t e d a t t h e di s c r e t i o n o f t h e C i t y . I f t h e m o n i t o r i n g f i n d s th a t t h e 6 0 d B A t h r e s h o l d i s b e i n g e x c e e d e d , co n s t r u c t i o n a c t i v i t i e s w i l l b e m o d i f i e d i m m e d i a t e l y t o b r i n g t h e s o u n d l e v e l b e l o w t h e 6 0 dB A r e q u i r e m e n t , w i t h a d d i t i o n a l f o l l o w - u p m o n i t o r i n g c o n d u c t e d t o c o n f i r m c o m p l i a n c e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 9 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g P r i o r t o i s s u a n c e o f ea c h b u i l d i n g p e r m i t , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p r e s e n t p l a n P l a n n i n g a n d B u i l d i n g Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 17 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion pe r m i t a n d c a l c u l a t i o n s t o t h e P l a n n i n g D e p a r t m e n t , B u i l d i n g D i v i s i o n t o d e m o n s t r a t e t h a t n o i s e le v e l s w o u l d b e l e s s t h a n 6 5 d B A C N E L f o r o u t d o o r u s e a r e a s ( i n c l u d i n g d i n i n g p a t i o s , po o l s , p l a y g r o u n d s , o r o u t d o o r g a t h e r i n g a r e a s) . T h i s r e q u i r e m e n t c a n b e a c c o m p l i s h e d th r o u g h s h i e l d i n g a r e a s b e h i n d b u i l d i n g s o r t h e c o n s t r u c t i o n o f a n o i s e b a r r i e r . De p a r t m e n t 5. 1 0 - 1 0 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l p r e s e n t p l a n an d c a l c u l a t i o n s t o t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t , B u i l d i n g D i v i s i o n t o d e m o n s t r a th a t n o i s e l e v e l s f r o m p l a n n ed m e c h a n i c a l v e n t il a t i o n e q u i p m e n t , l oa d i n g d o c k s , t r a s h co m p a c t o r s , a n d o t h e r p r o p o s e d o n - s i t e n o i s e so u r c e s a r e d e s i g n e d t o m e e t t h e C i t y ’ s 6 0 dB A S o u n d P r e s s u r e L e v e l s s t a n d a r d a t t h e pr o p e r t y l i n e , a n d n o t c r e a t e a n o i s e i n c r e a s e gr e a t e r t h a n 5 d B A o v e r e x i s t i n g a m b i e n t n o is e a t t h e n e a r e s t n o i s e s e n s i t i v e r e c e p t o r , wh i c h e v e r i s m o r e r e s t r i c t i v e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 1 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , a n o t e s h a l l b e p r o v i d e d o n p l a n s i n d i c a t i n g t h a t th e r e s h a l l b e n o o p e r a t i o n o f l a r g e b u l l d o z e r s or v i b r a t o r y r o l l e r s w i t h i n 2 5 f e e t o f a n y ex i s t i n g r e s i d e n c e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 1 2 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t i f p i l e d r i v i n g a n d b l a s t i n g i s an t i c i p a t e d d u r i n g c o n s t r u c t i o n Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t i f p i le d r i v i n g a n d b l a s t i n g i s a n t i c i p a t e d d u r i n g co n s t r u c t i o n , a n o i s e a n d v i b r a t i o n a n a l y s i s mu s t b e p r e p a r e d a n d s u b m i t t e d t o t h e P l a n n an d B u i l d i n g D e p a r t m e n t , B u i l d i n g D i v i s i o n , t o a s s e s s a n d m i t i g a t e p o t e n t i a l n o i s e a n d vi b r a t i o n i m p a c t s r e l a t e d t o t h e s e a c t i v i t i e s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t PA L E O N T O L O G I C A L R E S O U R C E S 13 - 1 P r i o r t o i s s u a n c e o f e a c h g r a d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h g r a d i n g p e r m i t , t h e p r op e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a l e t t e id e n t i f y i n g t h e c e r t i f i e d p a l e o n t o l o g i s t t h a t ha s b e e n h i r e d t o e n s u r e t h a t t h e f o l l o w i n g a c t i o ar e i m p l e m e n t e d . a. T h e p a l e o n t o l o g i s t m u s t be p r e s e n t a t t h e p r e - g r a d i ng c o n f e r e n c e i n o r d e r t o es t a b l i s h p r o c e d u r e s t o t e m p o r a r i l y h a l t o r r e d i r e c t w o r k t o p e r m i t t h e s a m p l i n g , id e n t i f i c a t i o n , a n d e v a l u a t i o n o f f o s s i l s if p o t e n t i a l l y s i g n i f i c a n t p a l e o n t o l o g i c a l re s o u r c e s a r e u n c o v e r e d . I f a r t i f a c t s a r e u n c ov e r e d a n d f o u n d t o b e s i g n i f i c a n t , t h e pa l e o n t o l o g i c a l o b s e r v e r s h a l l d e t e r m i n e a p p r o p r i a t e a c t i o n s i n c o o p e r a t i o n w i t h t h e pr o p e r t y o w n e r / d e v e l o p e r f o r e x p l o r a t i o n a n d / o r s a l v a g e . b. S p e c i m e n s t h a t a r e c o l l e c t e d p r i o r t o o r d u r i n g t h e g r a d i n g p r o c e s s w i l l b e d o n a t e d to a n a p p r o p r i a t e e d u c a t i o n a l o r r e s e a r c h i n s t i t u t i o n . c. A n y p a l e o n t o l o g i c a l w o r k a t t h e s i t e s h al l b e c o n d u c t e d u n d e r t h e d i r e c t i o n o f t h e ce r t i f i e d p a l e o n t o l o g i s t . I f a n y f o s s i l s ar e d i s c o v e r e d d u r i n g g r a d i n g o p e r a t i o n s wh e n t h e p a l e o n t o l o g i c a l m o n i t o r i s n o t p r es e n t , g r a d i n g s h a l l b e d i v e r t e d a r o u n d th e a r e a u n t i l t h e m o n i t o r c a n s u r v e y t h e a r e a . (A R S P E I R 3 4 0 M M 5 . 4 - 2 ) Pl a n n i n g a n d B u i l d i n g De p a r t m e n t PU B L I C S E R V I C E S 5. 1 2 - 1 P r i o r t o t h e a p p r o v a l o f e a c h F i n a l Si t e P l a n a n d i s s u a n c e o f e a c h Pr i o r t o t h e a p p r o v a l o f e a c h F i n a l S i t e P l a n a n d i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t p l a n s t o t h e P o l i c e D e p a r t m e n t f o r r e v i e w a n d Po l i c e D e p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 18 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion bu i l d i n g p e r m i t a p p r o v a l f o r s a f e t y , a c c e s s i b i l i t y , c r i m e p r e v e n t i o n , a n d s e c u r i t y p r o v i s i o n s d u r i n g b o t h t h e co n s t r u c t i o n a n d o p e r a t i v e p h a s e s f o r t h e p u r p o s e o f i n c o r p o r a t i n g s a f e t y m e a s u r e s i n t h e pr o j e c t d e s i g n i n c l u d i n g t h e c o n c e p t o f c r im e p r e v e n t i o n t h r o u g h e n v i r o n m e n t a l d e s i g n ( e . bu i l d i n g d e s i g n , c i r c u l a t i o n , s i t e p l a n n i n g , an d l i g h t i n g o f p a r k i n g s t r u c t u r e s a n d p a r k i n g ar e a s ) . 5. 1 2 - 2 P r i o r t o t h e i s s u a n c e o f e a c h b u i l d pe r m i t f o r a p a r k i n g s t r u c t u r e Pr i o r t o t h e i s s u a n c e o f e a c h b u i l d i n g p e r m i t f o r a p a r k i n g s t r u c t u r e , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l s u b m i t p l a n s t o t h e Po l i c e D e p a r t m e n t f o r r e v i e w a n d a p p r o v a l in d i c a t i n g t h e p r o v i s i o n o f c l o s e d c i r c u i t t e l e v i s i o n m o n i t o r i n g a n d r e c o r d i n g o r o t h e r su b s t i t u t e s e c u r i t y m e a s u r e s a s m a y b e a p p r o v e d b y t h e P o l i c e D e p a r t m e n t . S a i d m e a s u sh a l l b e i m p l e m e n t e d p r i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s . Po l i c e D e p a r t m e n t 5. 1 2 - 3 O n g o i n g d u r i n g p r o j e c t o p e r a t i o n O n g o i n g d u r i n g p r o j e c t o p e r at i o n , t h e p r o p e r t y o w n e r / d e v el o p e r s h a l l p r o v i d e p r i v a t e se c u r i t y o n t h e p r e m i s e s t o m a i n t a i n a d e q u a t e s e c u r i t y f o r t h e e n t i r e p r o j e c t s u b j e c t t o re v i e w a n d a p p r o v a l o f t h e P o l i c e D e p a r t m e n t . T h e u s e o f s e c u r i t y p a t r o l s a n d e l e c t r o n i c se c u r i t y d e v i c e s ( i . e . , v i d e o m o n i t o r s ) s h o u l d b e c o n s i d e r e d t o r e d u c e t h e p o t e n t i a l f o r cr i m i n a l a c t i v i t y i n t h e a r e a . Po l i c e D e p a r t m e n t 5. 1 2 - 4 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e p r o j e c t d e s i g n s h a l l i n c l u d e p a r k i n g l o t s a n d pa r k i n g s t r u c t u r e s w i t h c o n t r o l l e d a c c e s s p o i n t s t o l i m i t i n g r e s s a n d e g r e s s i f d e t e r m i n e d t be n e c e s s a r y b y t h e P o l i c e D e p a r t m e n t , a n d s h a l l b e s u b j e c t t o t h e r e v i e w a n d a p p r o v a l o th e P o l i c e D e p a r t m e n t . Po l i c e D e p a r t m e n t 5. 1 2 - 5 P r i o r t o c o m m e n c e m e n t o f s t r u c t u r fr a m i n g o n e a c h p a r c e l o r l o t Pr i o r t o c o m m e n c e m e n t o f s t r u c t u r a l f r a m i n g on e a c h p a r c e l o r l o t , o n s i t e f i r e h y d r a n t s s h be i n s t a l l e d a n d c h a r g e d b y t h e p r o p e r t y o w ne r / d e v e l o p e r a s r e q u i r e d a n d a p p r o v e d b y t h Fi r e D e p a r t m e n t . Fi r e D e p a r t m e n t 5. 1 2 - 6 P r i o r t o i s s u a n c e o f e a c h g r a d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h g r a d i n g p e r m i t , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a n em e r g e n c y f i r e a c c e s s p l a n t o t h e F i r e D e p a r t m e n t f o r r e v i e w a n d a p p r o v a l t o e n s u r e t h a t se r v i c e t o t h e s i t e i s i n a c c o r d a n c e w i t h F i r e D e p a r t m e n t s e r v i c e r e q u i r e m e n t s . Fi r e D e p a r t m e n t 5. 1 2 - 7 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t ; t o b e i m p l e m e n t e d p r i o r t o fi n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t ; t o b e i m p l e m e n t e d p r i o r t o t h e f i n a l b u i l d i n g a n d zo n i n g i n s p e c t i o n , p l a n s s h a l l i n d i c a t e t h a t a ll b u i l d i n g s , e x c l u s i v e o f p a r k i n g s t r u c t u r e s , s h ha v e s p r i n k l e r s i n s t a l l e d b y t h e p r o p e r t y o w n e r / d e v e l o p e r i n a c c o r d a n c e w i t h t h e A n a h e i m Mu n i c i p a l C o d e . S a i d s p r i n k l e r s s h a l l b e i n s t a l l e d p r i o r t o e a c h f i n a l b u i l d i n g a n d z o n i n g in s p e c t i o n . Fi r e D e p a r t m e n t 5. 1 2 - 8 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , p l a n s s h a l l b e s u b m i t t e d t o e n s u r e t h a t de v e l o p m e n t i s i n a c c o r d a n c e w i t h t h e C i t y of A n a h e i m F i r e D e p a r t m e n t S t a n d a r d s , in c l u d i n g : a. O v e r h e a d c l e a r a n c e s h a l l n o t b e l e s s t h a n 14 f e e t f o r t h e f u l l w i d t h o f a c c e s s ro a d s . F i r e D e p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 19 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion b. B r i d g e s a n d u n d e r g r o u n d s t r u c t u r e s t o be u s e d f o r F i r e D e p a r t m e n t a c c e s s s h a l l be d e s i g n e d t o s u p p o r t F i r e D e p a r t m e n t v e h i c l e s w e i g h i n g 7 5 , 0 0 0 p o u n d s . c. A l l u n d e r g r o u n d t u n n e l s s h a l l h a v e s p r i nk l e r s . W a t e r s u p p l i e s a r e r e q u i r e d a t a l l en t r a n c e s . S t a n d p i p e s s h a l l a l s o b e p r o v i d e d w h e n d e t e r m i n e d t o b e n e c e s s a r y by t h e F i r e D e p a r t m e n t . d. A d e q u a t e o f f - s i t e p u b l i c f i r e h y d r a n t s co n t i g u o u s t o t h e S p e c i f i c P l a n a r e a a n d on s i t e p r i v a t e f i r e h y d r a n t s s h a l l b e p r o v i d e d b y t h e p r o p e r t y o w n e r / d e v e l o p e r . Th e p r e c i s e n u m b e r , t y p e s , a n d l o c a t i o n s o f t h e h y d r a n t s s h a l l b e d e t e r m i n e d du r i n g b u i l d i n g p e r m i t r e v i e w . H y d r a n t s a r e t o b e a m a x i m u m o f 4 0 0 f e e t a p a r t . e. A m i n i m u m r e s i d u a l w a t e r p r e s s u r e o f 2 0 p s i s h a l l r e m a i n i n t h e w a t e r s y s t e m . F l o ra t e s f o r p u b l i c p a r k i n g f a c i l i t i e s s h a l l b e s e t a t 1 , 0 0 0 t o 1 , 5 0 0 g p m . 5. 1 2 - 9 P r i o r t o i s s u a n c e o f t h e f i r s t b u i l d i n pe r m i t Pr i o r t o i s s u a n c e o f t h e f i r s t b u i l d i n g p e r m i t, t h e p r o p e r t y o w n e r / de v e l o p e r s h a l l e n t e r in t o a n a g r e e m e n t r e c o r d e d a g a i n s t t h e p r o p e r t y w i t h t h e C i t y o f A n a h e i m t o p a y o r ca u s e t o b e p a i d t h e i r f a i r s h a r e o f t h e f u n d i ng t o a c c o m m o d a t e t h e f o l l o w i n g , w h i c h w i l l se r v e t h e A n a h e i m R e s o r t S p e c i f i c P l a n a r e a : a. O n e a d d i t i o n a l f i r e t r u c k c o m p a n y . b. O n e a d d i t i o n a l p a r a m e d i c c o m p a n y . c. M o d i f i c a t i o n s t o e x i s t i n g f i r e s t a t i o n s t o a c c o m m o d a t e t h e a d d i t i o n a l f i r e u n i t s , ad d i t i o n a l m a n p o w e r , e q u i p m e n t a n d f a c i l i t i e s . d. A v e h i c l e e q u i p p e d w i t h s p e c i a l t y t o o l s a n d e q u i p m e n t t o e n a b l e t h e F i r e De p a r t m e n t t o p r o v i d e h e a v y s e a r c h a n d r e s c u e r e s p o n s e c a p a b i l i t y . e. A m e d i c a l t r i a g e v e h i c l e / t r a i l e r , e q u i p p e d w i t h s u f f i c i e n t t r a u m a d r e s s i n g s , me d i c a l s u p p l i e s , s t r e t c h e r s , e t c . , t o h a n d l e 1 , 0 0 0 i n j u r e d p e r s o n s , a n d a n ap p r o p r i a t e s t o r a g e f a c i l i t y . Th e d e t e r m i n a t i o n o f t h e a l l o c a b l e s h a r e of c o s t s a t t r i b u t a b l e t o t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l b e b a s e d o n a n a p po r t i o n m e n t o f t h e c o s t s o f s u c h eq u i p m e n t / f a c i l i t i e s a m o n g p r o p e r t y o w n e r s / d e v el o p e r s i n t h e H o t e l C i r c l e S p e c i f i c P l a n Ar e a , t h e D i s n e y l a n d R e s o r t S p e c i f i c P l a n A r ea a n d t h e A n a h e i m R e s o r t S p e c i f i c P l a n Ar e a o r t h e o t h e r w i s e d e f i n e d s e r v i c e a r ea , a s a p p l i c a b l e , d e p e n d i n g o n t h e a r e a se r v e d . No t e : T o i m p l e m e n t t h i s m i t i g a t i o n m e a s u r e , t h e C i t y h a s a d o p t e d t h e F i r e P r o t e c t i o n F a c i l i t i an d P a r a m e d i c S e r v i c e s I m p a c t F e e P r o g r a m . Co m p l i a n c e w i t h t h i s P r o g r a m b y t h e p r o p e r t ow n e r / d e v e l o p e r ( p e r O r d i n a n c e N o . 5 4 9 6 a n d R e s o l u t i o n N o . 9 5 R - 7 3 d a t e d M a y 1 6 , 1 9 9 5 ) sh a l l s a t i s f y t h e r e q u i r e m e n t s o f t h i s M i t i g a t i o n M e a s u r e , o r t h e C i t y m a y e n t e r i n t o a l t e r n a t i v Fi r e D e p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 20 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion fi n a n c i n g a r r a n g e m e n t s . 5. 1 2 - 1 0 P r i o r t o e a c h f i n a l b u i l d i n g a n d zo n i n g i n s p e c t i o n Pr i o r t o e a c h f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p l a c em e r g e n c y t e l e p h o n e s e r v i c e n u m b e r s i n p r o m i n e n t l o c a t i o n s a s a p p r o v e d b y t h e F i r e De p a r t m e n t . Fi r e D e p a r t m e n t 5. 1 2 - 1 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t he p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a Co n s t r u c t i o n F i r e P r o t e c t i o n P l a n t o t h e F i r e De p a r t m e n t f o r r e v i e w a n d a p p r o v a l d e t a i l i n g ac c e s s i b i l i t y o f e m e r g e n c y f i r e e q u i p m e n t , f i r e h y d r a n t l o c a t i o n , a n d a n y o t h e r c o n s t r u c t i o fe a t u r e s r e q u i r e d b y t h e F i r e M a r s h a l . T h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l b e r e s p o n s i b l e se c u r i n g f a c i l i t i e s a c c e p t a b l e t o t h e F i r e De p a r t m e n t a n d h y d r a n t s s h a l l b e o p e r a t i o n a l w i t re q u i r e d f i r e f l o w . Fi r e D e p a r t m e n t 5. 1 2 - 1 2 P r i o r t o t h e a p p r o v a l o f e a c h F i n a l Si t e P l a n a n d p r i o r t o t h e i s s u a n c e ea c h b u i l d i n g p e r m i t Pr i o r t o t h e a p p r o v a l o f e a c h F i n a l S i t e P l a n a n d p r i o r t o t h e i s s u a n c e o f e a c h b u i l d i n g pe r m i t , p l a n s s h a l l b e r e v i e w e d a n d a p p r o v e d b y t h e F i r e D e p a r t m e n t a s b e i n g i n co n f o r m a n c e w i t h t h e U n i f o r m F i r e C o d e . Fi r e D e p a r t m e n t 5. 1 2 - 1 3 P r i o r t o t h e p l a c e m e n t o f b u i l d i n g ma t e r i a l s o n a b u i l d i n g s i t e Pr i o r t o t h e p l a c e m e n t o f b u i l d i n g m a t e r i a l s o n a b u i l d i n g s i t e , a n a l l - w e a t h e r r o a d s h a l l b e pr o v i d e d f r o m t h e r o a d w a y s y s t e m t o a n d o n t h e co n s t r u c t i o n s i t e a n d f o r f i r e h y d r a n t s a t ti m e s , a s r e q u i r e d b y t h e F i r e D e p a r t m e n t . Su c h r o u t e s s h a l l b e p a v e d o r , s u b j e c t t o t h e ap p r o v a l o f t h e F i r e D e p a r t m e n t , s h a l l o t h e rw i s e p r o v i d e a d e q u a t e e m e r g e n c y a c c e s s . Ev e r y b u i l d i n g c o n s t r u c t e d m u s t b e a c c e s s i b l e to F i r e D e p a r t m e n t a p p a r a t u s . T h e w i d t h a ra d i u s o f t h e d r i v i n g s u r f a c e mu s t m e e t t h e r e q u i r e m e n t s o f Se c t i o n 1 0 . 2 0 4 o f t h e U n i f o r m Fi r e C o d e , a s a d o p t e d b y t h e C i t y o f A n a h e i m . Fi r e D e p a r t m e n t 5. 1 2 - 1 4 P r i o r t o a p p r o v a l o f b u i l d i n g p l a n s P r i o r t o a p p r o v a l o f b u i l d i n g p l a n s , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p r o v i d e w r i tt e n ev i d e n c e t o t h e s a t i s f a c t i o n o f t h e F i r e D e p a rt m e n t t h a t a l l l o c k ab l e p e d e s t r i a n a n d / o r ve h i c u l a r a c c e s s g a t e s s h a l l b e e q u i p p e d w i t h “k n o x b o x ” d e v i c e s a s r e q u i r e d a n d a p p r o v by t h e F i r e D e p a r t m e n t . Fi r e D e p a r t m e n t 5. 1 2 - 1 5 P r i o r t o a p p r o v a l o f o n - s i t e w a t e r pl a n s Pr i o r t o a p p r o v a l o f o n - s i t e w a t e r p l a n s , u n l e s s e a c h c o m m e r c i a l b u i l d i n g i s i n i t i a l l y co n n e c t e d t o s e p a r a t e f i r e s e r v i c e s , a n u n s u b o r di n a t e d c o v e n a n t s a t i s f a c t o r y t o t h e C i t y At t o r n e y ’ s O f f i c e s h a l l b e r e c o r d e d p r o h i b i t i n g an y i n d i v i d u a l s a l e o f b u i l d i n g s u n t i l s e p a r a fi r e s e r v i c e s a r e i n s t a l l e d i n t h e b u i l d i n g ( s ) s u b j e c t t o t h e s a l e . Fi r e D e p a r t m e n t 5. 1 2 - 1 6 P r i o r t o a p p r o v a l o f w a t e r im p r o v e m e n t p l a n s Pr i o r t o a p p r o v a l o f w a t e r i m p r o v e m e n t p l a n s , t h e w a t e r s u p p l y s y s t e m s h a l l b e d e s i g n e d th e p r o p e r t y o w n e r / d e v e l o p e r t o p r o v i d e s u f f i c ie n t f i r e f l o w p r e s s u r e a n d s t o r a g e f o r t h e pr o p o s e d l a n d u s e a n d f i r e p r o t e c t i o n s e r v i c e s i n a c c o r d a n c e w i t h F i r e D e p a r t m e n t re q u i r e m e n t s . Fi r e D e p a r t m e n t 5. 1 2 - 1 7 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l p r o v i d e p r o o co m p l i a n c e w i t h G o v e r n m e n t C o d e S e c t i o n 5 3 0 8 0 ( S c h o o l s ) . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 21 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion 5. 1 2 - 1 8 O n g o i n g O n g o i n g , th e C i t y w i l l w o r k c o o p e r a t i v e l y w i t h s c h o o l d i s t r i c t s t o i d e n t i f y o p p o r t u n i t i e s f o r ne w s c h o o l s a n d s c h o o l e x p a n s i o n . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 2 - 1 9 P r i o r t o t h e i s s u a n c e o f a b u i l d i n g pe r m i t Pr i o r t o t h e i s s u a n c e o f a b u i l d i n g p e r m i t , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l c o m p l y w i t h An a h e i m M u n i c i p a l C o d e , S e c t i o n 1 7 . 0 8 . 3 8 5 , P u b l i c L i b r a r y F a c i l i t i e s S e r v i c e s A r e a s – Pa y m e n t o f F e e s R e q u i r e d . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t TR I B A L C U L T U R A L R E S O U R C E S 18 - 1 P r i o r t o i s s u a n c e o f a n y g r a d i n g pe r m i t i n w h i c h n a t i v e s o i l i s di s t u r b e d Pr i o r t o t h e i s s u a n c e o f a n y g r a d i n g p e r m i t i n wh i c h n a t i v e s o i l i s d i s t u r b e d , t h e A p p l i c a n t sh a l l p r o v i d e w r i t t e n e v i d e n c e t o t h e P l a n n i n g Se r v i c e s M a n a g e r , t h a t a N a t i v e A m e r i c a n mo n i t o r h a s b e e n r e t a i n e d t o o b s e r v e g r a d i n g a c ti v i t i e s i n n a t i v e s e d i m e n t a n d t o r e c o v e r an d c a t a l o g u e t r i b a l c u l t u r a l r e s o u r c e s a s n e c e s s a r y . T h e N a t i v e A m e r i c a n m o n i t o r s h a l l b pr e s e n t a t t h e p r e - g r a d e c o n f e r e n c e , s h a l l e s t ab l i s h p r o c e d u r e s f o r t r i b a l c u l t u r a l r e s o u r c e su r v e i l l a n c e , a n d s h a l l e s t a b l i s h , i n c o o p e r a t io n w i t h t h e C i t y , p r o c e d u r e s f o r t e m p o r a r i l y ha l t i n g o r r e d i r e c t i n g w o r k t o p e r m i t t h e s a m p li n g , i d e n t i f i c a t i o n , a n d e v a l u a t i o n o f t h e t r i b a cu l t u r a l r e s o u r c e a s a p p r o p r i a t e . I f t h e t r i b a l cu l t u r a l r e s o u r c e s a r e f o u n d t o b e s i g n i f i c a n t , th e N a t i v e A m e r i c a n o b s e r v e r s h a l l d e t e r m i n e ap p r o p r i a t e a c t i o n s , i n c o o p e r a t i o n w i t h t h e Co u n t y f o r e x p l o r a t i o n a n d / o r r e c o v e r y . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t TR A N S P O R T A T I O N A N D T R A F F I C 5. 1 4 - 1 P r i o r t o a p p r o v a l o f a F i n a l S i t e P l a fo r a n y p r o j e c t f o r e c a s t t o g e n e r a t e 10 0 o r m o r e p e a k h o u r t r i p s Pr i o r t o a p p r o v a l o f a F i n a l S i t e P l a n f o r a n y pr o j e c t f o r e c a s t t o g e n e r a t e 1 0 0 o r m o r e p e a ho u r t r i p s , a s d e t e r m i n e d b y t h e C i t y T r a f f i c a n d T r a n s p o r t a t i o n M a n a g e r u t i l i z i n g A n a h e i m Tr a f f i c A n a l y s i s M o d e l T r i p G e n e r a t i o n R a t e s, t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p r e p a r e tr a f f i c i m p r o v e m e n t p h a s i n g a n a l y s e s t o i d e n t i fy w h e n t h e i m p r o v e m e n t s i d e n t i f i e d i n t h i s tr a f f i c a n a l y s i s s h a l l b e d e s i g n e d a n d c o n s t r u c t e d . Pu b l i c W o r k s D e p a r t m e 5. 1 4 - 2 P r i o r t o i s s u a n c e o f t h e f i r s t b u i l d i n pe r m i t f o r e a c h b u i l d i n g Pr i o r t o i s s u a n c e o f t h e f i r s t b u i l d i n g p e r m i t f o r e a c h b u i l d i n g , t h e p r o p e r t y o w n e r / d e v e l o p e sh a l l p a y t h e a p p r o p r i a t e T r a f f i c S i g n a l A ss e s s m e n t F e e s a n d T r a n s p o r t a t i o n I m p a c t a n d Im p r o v e m e n t F e e s t o t h e C i t y o f A n a h e i m in a m o u n t s d e t e r m i n e d b y t h e C i t y C o u n c i l Re s o l u t i o n i n e f f e c t a t t h e t i m e o f i s s u a n c e o f t h e b u i l d i n g p e r m i t w i t h c r e d i t g i v e n f o r C i t y - au t h o r i z e d i m p r o v e m e n t s p r o v i d e d b y t h e p r o p e r t y o w n e r / d e v e l o p e r . T h e p r o p e r t y o w n e r sh a l l a l s o p a r t i c i p a t e i n a l l a p p l i c a b l e r e i m b u r se m e n t o r b e n e f i t d i s t r i c t s , w h i c h h a v e b e e n es t a b l i s h e d . Pu b l i c W o r k s D e p a r t m e 5. 1 4 - 3 P r i o r t o a p p r o v a l o f t h e f i r s t f i n a l su b d i v i s i o n m a p o r i s s u a n c e o f t h e fi r s t b u i l d i n g p e r m i t , w h i c h e v e r oc c u r s f i r s t Pr i o r t o a p p r o v a l o f t h e f i r s t f i n a l s u b d i v i s i o n m a p o r i s s u a n c e o f t h e f i r s t b u i l d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l i r r e v o c a b l y o f f e r f o r d e d i c a t i o n (w i t h s u b o r d i n a t i o n o f e a s e m e n t s ) , i n c l u d i ng n e c e s s a r y c o n s t r u c t i o n e a s e m e n t s , t h e u l t i m ar t e r i a l h i g h w a y r i g h t ( s ) - o f - w a y a d j a c e n t t o t h e i r p r o p e r t y as s h o w n i n t h e C i r c u l a t i o n El e m e n t o f t h e A n a h e i m G e n e r a l P l a n . Pu b l i c W o r k s D e p a r t m e 5. 1 4 - 4 P r i o r t o t h e f i n a l b u i l d i n g a n d z o n i n in s p e c t i o n Pr i o r t o t h e f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n , t h e p r o p e r t y o w n e r s h a l l j o i n a n d f i n a n c i a pa r t i c i p a t e i n a c l e a n f u e l s h u t t l e p r o g r a m s u ch a s t h e A n a h e i m R e s o r t T r a n s i t s y s t e m , a n sh a l l p a r t i c i p a t e i n t h e A n a h e i m T r a n s p o r t a t i o n N e t w o r k i n c o n j u n c t i o n w i t h t h e o n - g o i n g op e r a t i o n o f t h e p r o j e c t . T h e p r o p e r t y o w n e r s ha l l a l s o r e c o r d a c o v e n a n t o n t h e p r o p e r t y Pu b l i c W o r k s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 22 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion th a t r e q u i r e s p a r t i c i p a t i o n in t h e s e p r o g r a m s o n g o i n g d u r i n g p r o j e c t o p e r a t i o n . T h e f o r m o th e c o v e n a n t s h a l l b e ap p r o v e d b y t h e C i t y A t t o r n e y ’ s Of f i c e p r i o r t o r e c o r d a t i o n . 5. 1 4 - 5 P r i o r t o t h e i s s u a n c e o f g r a d i n g pe r m i t s Pr i o r t o t h e i s s u a n c e o f g r a d i n g p e r m i t s , t he p r o p e r t y o w n e r / d e v e l o p e r s h a l l p r o v i d e t o t h e Ci t y o f A n a h e i m P u b l i c W o r k s D e p a r t m e n t a p l a n t o c o o r d i n a t e r i d e s h a r e s e r v i c e s f o r co n s t r u c t i o n e m p l o y e e s w i t h t h e A n a h e i m T r a n s p o r t a t i o n N e t w o r k ( A T N ) f o r r e v i e w a n d ap p r o v a l a n d s h a l l i m p l e m e n t A T N r e c o m m en d a t i o n s t o t h e e x t e n t f e a s i b l e . Pu b l i c W o r k s D e p a r t m e 5. 1 4 - 6 P r i o r t o t h e i s s u a n c e o f e a c h b u i l d pe r m i t f o r a h o t e l d e v e l o p m e n t t h a ex c e e d s 1 0 0 r o o m s p e r g r o s s a c r e wi t h i n t h e C o m m e r c i a l R e c r e a t i o n Di s t r i c t w i t h i n t h e C o n v e n t i o n C e n t Me d i u m d e n s i t y c a t e g o r y Pr i o r t o t h e i s s u a n c e o f e a c h b u i l d i n g p e r m i t fo r a h o t e l d e v e l o p m e n t t h a t e x c e e d s 1 0 0 ro o m s p e r g r o s s a c r e w i t h i n t h e C o m m e r c i a l R e c r e a t i o n ( C - R ) D i s t r i c t ( D e v e l o p m e n t A r e a wi t h i n t h e C o n v e n t i o n C e n t e r ( C C ) M e d i u m de n s i t y c a t e g o r y , t h e p r o p e r t y o w n e r s h a l l re c o r d a c o v e n a n t o n t h e p r o p e r t y r e q u i r i n g th a t o n g o i n g d u r i n g p r o j e c t i m p l e m e n t a t i o n , t h pr o p e r t y o w n e r / d e v e l o p e r s h a l l i m p l e m e n t T D M me a s u r e s s u f f i c i e n t t o r e d u c e t h e a c t u a l t ge n e r a t i o n f r o m t h e d e v e l o p m e n t t o n o m o r e th a n t h e t r i p s a s s u m e d b y t h e C i t y ’ s t r a f f i c mo d e l . T h e f o r m o f t h e c o v e na n t s h a l l b e a p p r o v e d b y t h e C i t y A t t o r n e y ’ s O f f i c e . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 7 O n g o i n g d u r i n g c o n s t r u c t i o n O n g o i n g d u r i n g c o n s t r u c t i o n , if t h e A n a h e i m P o l i c e D e p a r t m en t o r t h e A n a h e i m T r a f f i c Ma n a g e m e n t C e n t e r ( T M C ) p e r s o n n e l a r e r e q u i r ed t o p r o v i d e t e m p o r a r y t r a f f i c c o n t r o l se r v i c e s , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l r e im b u r s e t h e C i t y , o n a f a i r - s h a r e b a s i s , i f ap p l i c a b l e , f o r r e a s o n a b l e c o s t s a s s o c i a t e d w i t h s u c h s e r v i c e s . Po l i c e D e p a r t m e n t ; Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 8 P r i o r t o t h e f i n a l b u i l d i n g a n d z o n i n in s p e c t i o n , t h e p r o p e r t y o w n e r s h a re c o r d a c o v e n a n t o n t h e p r o p e r t y re q u i r i n g t h a t o n g o i n g d u r i n g p r o j e im p l e m e n t a t i o n Pr i o r t o t h e f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n , t h e p r o p e r t y o w n e r s h a l l r e c o r d a co v e n a n t o n t h e p r o p e r t y r e q u i r i n g t h a t on g o i n g d u r i n g p r o j e c t i m p l e m e n t a t i o n , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l i m p l e m e n t a n d a d m i n i s t e r a c o m p r e h e n s i v e Tr a n s p o r t a t i o n D e m a n d M a n a g e m e n t ( T D M ) p r o g r a m f o r a l l e m p l o y e e s . T h e f o r m o f t h e co v e n a n t s h a l l b e a p p r ov e d b y t h e C i t y A t t o r n e y ’ s Of f i c e . O b j e c t i v e s o f t h e T D M pr o g r a m s h a l l b e : a. I n c r e a s e r i d e s h a r i n g a n d u s e o f a l t e r na t i v e t r a n s p o r t a t i o n m o d e s b y g u e s t s . b. P r o v i d e a m e n u o f c o m m u t e a l t e r n a t i v e s f o r e m p l o y e e s t o r e d u c e p r o j e c t - ge n e r a t e d t r i p s . c. C o n d u c t a n a n n u a l c o m m u t e r s u r v e y t o a sc e r t a i n t r i p g e n e r a t i o n , t r i p o r i g i n , a n d Av e r a g e V e h i c l e R i d e r s h i p . Pu b l i c W o r k s D e p a r t m e 5. 1 4 - 9 P r i o r t o t h e f i n a l b u i l d i n g a n d z o n i n in s p e c t i o n Pr i o r t o t h e f i n a l b u i l d i n g a n d z o n i n g i n s p e c ti o n , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l pr o v i d e t o t h e C i t y o f A n a h e i m P u b l i c W o r k s D e p a r t m e n t f o r r e v i e w a n d a p p r o v a l a me n u o f T D M p r o g r a m s t r a t e g i e s a n d e l e m e n ts f o r b o t h e x i s t i n g a n d f u t u r e e m p l o y e e s ’ co m m u t e o p t i o n s , a n d i n c e n t i v e s f o r h o t e l p a t r o n s ’ t r a n s p o r t a t i o n o p t i o n s . T h e s e op t i o n s m a y i n c l u d e , b u t a r e n o t l i m i t e d t o , t he l i s t b e l o w . T h e p r o p e r t y o w n e r s h a l l a l s o re c o r d a c o v e n a n t o n t h e p r o p e r t y r e q u i r i ng t h a t t h e a p p r o v e d T D M s t r a t e g i e s a n d el e m e n t s b e i m p l e m e n t e d o n g o i n g d u r i n g p r o j e c t o p e r a t i o n . T h e f o r m o f t h e c o v e n a n t sh a l l b e a p p r o v e d b y t h e C i t y A t t o r n e y ’s O f f i c e p r i o r t o r e c o r d a t i o n . a. O n - s i t e s e r v i c e s . P r o v i d e , a s f e a s i b l e a n d p e r m i t t e d , o n - s i t e s e r v i c e s s u c h a s Pu b l i c W o r k s D e p a r t m e Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 23 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion th e f o o d , r e t a i l , a n d o t h e r s e r v i c e s . b. R i d e s h a r i n g . D e v e l o p a c o m m u t e r l i s t i n g o f a l l e m p l o y e e m e m b e r s f o r t h e pu r p o s e o f p r o v i d i n g a “ m a t c h i n g ” o f e m p l o y e e s w i t h o t h e r e m p l o y e e s w h o l i v e in t h e s a m e g e o g r a p h i c a r e a s a n d w h o c o u l d r i d e s h a r e . c. V a n p o o l i n g . D e v e l o p a c o m m u t e r l i s t i n g o f a l l e m p l o y e e s f o r t h e p u r p o s e o f ma t c h i n g n u m b e r s o f e m p l o y e e s w h o l i v e in g e o g r a p h i c p r o x i m i t y t o o n e a n o t h e r an d c o u l d c o m p r i s e a v a n p o o l o r p a r t i c i p a t e i n t h e e x i s t i n g v a n p o o l p r o g r a m s . d. T r a n s i t P a s s . P r o m o t e O r a n g e C o u n t y T r a n s p o r t a t i o n A u t h o r i t y ( i n c l u d i n g co m m u t e r r a i l ) p a s s e s t h r o u g h f i n a n c i a l a s s i s t a n c e a n d o n - s i t e s a l e s t o en c o u r a g e e m p l o y e e s t o u s e t h e v a r i o u s t r a n s i t a n d b u s s e r v i c e s f r o m th r o u g h o u t t h e r e g i o n . e. S h u t t l e S e r v i c e . G e n e r a t e a c o m m u t e r l i s t i ng o f a l l e m p l o y e e s l i v i n g i n p r o x i m i t y to t h e p r o j e c t , a n d o f f e r a l o c a l s h u t t l e p r o g r a m t o e n c o u r a g e e m p l o y e e s t o tr a v e l t o w o r k b y m e a n s o t h e r t h a n t he a u t o m o b i l e . W h e n a p p r o p r i a t e , e v e n t sh u t t l e s e r v i c e s h a l l a l s o b e m a d e a v a i l a b l e f o r g u e s t s . f. B i c y c l i n g . D e v e l o p a B i c y c l i n g P r o g r a m t o o f f e r a b i c y c l i n g a l t e r n a t i v e t o em p l o y e e s . S e c u r e b i c y c l e r a c k s , l o c k e r s , a n d s h o w e r s s h o u l d b e p r o v i d e d a s pa r t o f t h i s p r o g r a m . M a p s o f b i c y c l e ro u t e s t h r o u g h o u t t h e a r e a s h o u l d b e pr o v i d e d t o i n f o r m p o t e n t i a l b i cy c l i s t s o f t h e s e o p t i o n s . g. G u a r a n t e e d R i d e H o m e P r o g r a m . D e v e l o p a p r o g r a m t o p r o v i d e e m p l o y e e s w h o ri d e s h a r e , o r u s e t r a n s i t o r o t h e r m e an s o f c o m m u t i n g to w o r k , w i t h a pr e a r r a n g e d r i d e h o m e i n a t a x i , r e n t a l c a r , sh u t t l e , o r o t h e r v eh i c l e , i n t h e e v e n t of e m e r g e n c i e s d u r i n g t h e w o r k s h i f t . h. T a r g e t R e d u c t i o n o f L o n g e s t C o m m u t e Tr i p . P r o m o t e a n i n c e n t i v e p r o g r a m f o r ri d e s h a r i n g a n d o t h e r a l t e r n a t i v e t r a n s p o r t a t i o n m o d e s t o p u t h i g h e s t p r i o r i t y o n re d u c t i o n o f l o n g e s t e m p l o y e e c o m m u t e t r i p s . i. W o r k S h i f t s . S t a g g e r w o r k s h i f t s . j. C o m p r e s s e d W o r k W e e k . D e v e l o p a “ c o m p r e s s e d w o r k w e e k ” p r o g r a m , w h i c h pr o v i d e s f o r f e w e r w o r k d a y s b u t l o n g e r d a i l y s h i f t s a s a n o p t i o n f o r e m p l o y e e s . k. T e l e c o m m u t i n g . E x p l o r e t h e p o s s i b i l i t y of a “ t e l e c o m m u t i n g ” p r o g r a m t h a t w o u l d li n k s o m e e m p l o y e e s v i a e l e c t r o n i c m e a n s ( e . g . , c o m p u t e r w i t h m o d e m ) . l. P a r k i n g M a n a g e m e n t . D e v e l o p a p a r k i ng m a n a g e m e n t p r o g r a m t h a t p r o v i d e s in c e n t i v e s t o t h o s e w h o r i d e s h a r e o r u s e t r a n s i t m e a n s o t h e r t h a n s i n g l e - oc c u p a n t a u t o t o t r a v e l t o w o r k . Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 24 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion m. A c c e s s . P r o v i d e p r e f e r e n t i a l a c c e s s t o h i g h o c c u p a n c y v e h i c l e s a n d s h u t t l e s . n. F i n a n c i a l I n c e n t i v e f o r R i d e s h a r i n g a n d / o r P u b l i c T r a n s i t . O f f e r e m p l o y e e s fi n a n c i a l i n c e n t i v e s f o r r i d e s h a r i n g o r us i n g p u b l i c t r a n s p o r t a t i o n . C u r r e n t l y , fe d e r a l l a w p r o v i d e s t a x - f r e e s t a t u s fo r u p t o $ 6 5 p e r m o n t h p e r e m p l o y e e co n t r i b u t i o n s t o e m p l o y e e s w h o v a n p o o l o r u s e p u b l i c t r a n s i t i n c l u d i n g co m m u t e r r a i l a n d / o r e x p r e s s b u s p o o l s . o. F i n a n c i a l I n c e n t i v e f o r B i c y c l i n g . O f f e r e m p l o y e e s f i n a n c i a l i n c e n t i v e s f o r bi c y c l i n g t o w o r k . p. S p e c i a l “ P r e m i u m ” f o r t h e P a r t i c i p a t i on a n d P r o m o t i o n o f Tr i p R e d u c t i o n . O f f e r ti c k e t / p a s s e s t o s p e c i a l e v e n t s , v a c a t i o n s , e t c . t o e m p l o y e e s w h o r e c r u i t o t h e r em p l o y e e s f o r v a n p o o l , c a r p o o l , o r o t h e r t r i p r e d u c t i o n p r o g r a m s . q. I n c e n t i v e P r o g r a m s . D e s i g n i n c e n t iv e p r o g r a m s f o r c a r p o o l i n g a n d o t h e r al t e r n a t i v e t r a n s p o r t a t i o n m o d e s s o a s t o p u t h i g h e s t p r i o r i t y o n r e d u c t i o n o f lo n g e s t c o m m u t e t r i p s . 5. 1 4 - 1 0 P r i o r t o a p p r o v a l o f e a c h t e n t a t i v e tr a c t o r p a r c e l m a p Pr i o r t o a p p r o v a l o f e a c h t e n t a t i v e t r a c t o r p a r c e l m a p , t h e f o l l o w i n g S t r e e t D e s i g n El e m e n t s s h a l l b e s h o w n o n e a c h t e n t a t i v e t r a c t o r p a r c e l m a p : a. S t r e e t c r o s s - s e c t i o n s , i n c l u d i n g d i m e n s i o ns , l a b e l s , c i r c u l a t i o n d e s i g n a t i o n ( i . e . , Re s o r t S e c o n d a r y ) a n d w h e t h e r p u b l i c o r p r i v a t e . b. S t r e e t g r a d e s a n d v e r t i c a l a l i g n m e n t . c. H o r i z o n t a l a l i g n m e n t , i n c l u d i n g r a d i i , a n d c u l - d e - s a c r a d i i . Pu b l i c W o r k s D e p a r t m e 5. 1 4 - 1 1 P r i o r t o t h e r e c o r d a t i o n o f a su b d i v i s i o n m a p o r i s s u a n c e o f t h e fi r s t b u i l d i n g p e r m i t , w h i c h e v e r oc c u r s f i r s t Pr i o r t o t h e r e c o r d a t i o n o f a s u b d i v i s i o n ma p o r i s s u a n c e o f t h e f i r s t b u i l d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t , i n t h e e v e n t t h a t a pa r c e l i s s u b d i v i d e d a n d t h e r e i s a n e e d f o r co m m o n o n - s i t e c i r c u l a t i o n a n d / o r p a r k i n g , p r i o r t o r e c o r d a t i o n o f a s u b d i v i s i o n m a p , a n un s u b o r d i n a t e d c o v e n a n t p r o v i d i n g f o r r e c i p r o c a l a c c e s s a n d / o r p a r k i n g , a s a p p r o p r i a t e , ap p r o v e d b y t h e P l a n n i n g D i r e c t o r o r P l a n n i n g S e r v i c e s M a n a g e r , s h a l l b e r e c o r d e d w i t h t Of f i c e o f t h e O r a n g e C o u n t y R e c o r d e r . A c o p y o f t h e r e c o r d e d c o v e na n t s h a l l t h e n b e su b m i t t e d t o t h e P l a n n i n g D i v i s i o n o f t h e P l an n i n g a n d D e p a r t m e n t . I f t h e r e c i p r o c a l a c c e s is a c r o s s p a r c e l l i n e s o r i f p u b l i c r i g h t s o f w a y a r e r e q u i r e d f o r r e c i p r o c a l a c c e s s ; P u b l i c Wo r k s a p p r o v a l s h a l l b e r e q u i r e d . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 4 - 1 2 P r i o r t o t h e i s s u a n c e o f t h e f i r s t bu i l d i n g p e r m i t Pr i o r t o t h e i s s u a n c e o f t h e f i r s t b u i l d i n g p e r mi t , t h e l o c a t i o n o f a n y p r o p o s e d g a t e s a c r o s s dr i v e w a y s h a l l b e s u b j e c t t o t h e r e v i e w a n d a p p r o v a l o f t h e C i t y E n g i n e e r . G a t e s s h a l l n o t in s t a l l e d a c r o s s a n y d r i v e w a y o r p r i v a t e s t r e et i n a m a n n e r w h i c h m a y a d v e r s e l y a f f e c t ve h i c u l a r t r a f f i c o n t h e a d j a c e n t p u b l i c s t r e e t s . I n s t a l l a t i o n o f a n y g a t e s s h a l l c o n f o r m t o t h cu r r e n t v e r s i o n o f E n g i n e e r i n g S t a n d a r d D e t a i l N o . 4 7 5 . Pu b l i c W o r k s D e p a r t m e 5. 1 4 - 1 3 P r i o r t o t h e i s s u a n c e o f b u i l d i n g pe r m i t s Pr i o r t o t h e i s s u a n c e o f b u i l d i n g p e r m i t s , p l a n s s h a l l s h o w t h a t a l l d r i v e w a y s s h a l l b e co n s t r u c t e d w i t h a m i n i m u m f i f t e e n ( 1 5 ) f o o t r ad i u s c u r b r e t u r n s a s r e q u i r e d b y t h e C i t y Pu b l i c W o r k s D e p a r t m e Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 25 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion En g i n e e r , u n l e s s o t h e r w i s e a p p r o v e d b y t h e C i t y E n g i n e e r . 5. 1 4 - 1 4 P r i o r t o t h e i s s u a n c e o f b u i l d i n g pe r m i t s o r f i n a l m a p a p p r o v a l , wh i c h e v e r o c c u r s f i r s t Pr i o r t o t h e i s s u a n c e o f b u i l d i n g p e r m i t s o r f i n a l m a p a p p r o v a l , w h i c h e v e r o c c u r s f i r s t , se c u r i t y i n t h e f o r m o f a b o n d , c e r t i f i c a t e o f d e p o s i t , l e t t e r o f c r e d i t , c o m p l e t i o n g u a r a n t e e , ca s h , i n a n a m o u n t a n d f o r m s a t i s f a c t o r y t o t h e C i t y E n g i n e e r s h a l l b e p o s t e d w i t h t h e C i t y gu a r a n t e e t h e s a t i s f a c t o r y c o m p l e t i o n o f a ll e n g i n e e r i n g r e q u i r e m e n t s o f t h e C i t y o f An a h e i m , i n c l u d i n g p r e p a r a t i o n o f i m p r o v e m e n t p l a n s a n d i n st a l l a t i o n o f a l l i m p r o v e m e n t s su c h a s c u r b s a n d g u t t e r s , s i d e w a l k s , w a t e r f a ci l i t i e s , s t r e e t g r a d i n g a n d p a v e m e n t , s e w e an d d r a i n a g e f a c i l i t i e s a n d o t h e r a p p u r t e n a n t wo r k , a s r e q u i r e d b y t h e C i t y E n g i n e e r a n d i ac c o r d a n c e w i t h t h e s p e c i f i c a t i o n s o n f i l e i n t h e o f f i c e o f t h e C i t y E n g i n e e r , a s m a y b e mo d i f i e d b y t h e C i t y E n g i n e e r . I n s t a l l a t i o n o f sa i d i m p r o v e m e n t s s h a l l o c c u r p r i o r t o f i n a l bu i l d i n g a n d z o n i n g i n s p e c t i o n s . Pu b l i c W o r k s D e p a r t m e 5. 1 4 - 1 5 B a s e d u p o n t h e i m p r o v e m e n t ph a s i n g a n a l y s i s i n t h e p r o j e c t t r a f st u d y Ba s e d u p o n t h e i m p r o v e m e n t p h a s i n g a n a l y s i s i n t h e p r o j e c t t r a f f i c s t u d y , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l i m p l e m e n t t r a f f i c i m p r o v e m en t s a s i d e n t i f i e d i n t h e p r o j e c t t r a f f i c s t u to m a i n t a i n s a t i s f ac t o r y l e v e l s o f s e r v i c e a s d e f i n e d b y t h e C i t y ’ s G e n e r a l P l a n , b a s e d o n th r e s h o l d s o f s i g n i f i c a n c e , p e r f o r m a n c e s t an d a r d s , a n d m e t h o d o l o g i e s e s t a b l i s h e d b y t h e Or a n g e C o u n t y C o n g e s t i o n M a n a g e m e n t P r o g r a m a n d t h e C i t y o f A n a h e i m T r a f f i c S t u d y Gu i d e l i n e s . T h e i m p r o v e m e n t p h a s i n g a n a l y s e s w i ll s p e c i f y t h e t i m i n g , f u n d i n g , c o n s t r u c t i an d f a i r - s h a r e r e s p o n s i b i l i t i e s f o r a l l t r a f f i c i m pr o v e m e n t s n e c e s s a r y t o m a i n t a i n s a t i s f a c t o le v e l s o f s e r v i c e w i t h i n t h e C i t y o f A n a h e i m a n d s u r r o u n d i n g j u r i s d i c t i o n s . T h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l c o n s t r u c t , b o n d f o r o r e n t e r i n t o a f u n d i n g a g r e e m e n t f o r n e c e s s a r y ci r c u l a t i o n s y s t e m i m p r o v e m e n t s , a s d e t e r m i n e d b y t h e C i t y T r a f f i c a n d T r a n s p o r t a t i o n Ma n a g e r , u n l e s s a l t e r n a t i v e f u n d i n g s o u r c e s h a v e b e e n i d e n t i f i e d . Pu b l i c W o r k s D e p a r t m e 5. 1 4 - 1 6 P r i o r t o a p p r o v a l o f a F i n a l S i t e P l a fo r a n y p r o j e c t f o r e c a s t t o g e n e r a t e 10 0 o r m o r e p e a k h o u r t r i p s Pr i o r t o a p p r o v a l o f a F i n a l S i t e P l a n f o r a n y pr o j e c t f o r e c a s t t o g e n e r a t e 1 0 0 o r m o r e p e a ho u r t r i p s , a s d e t e r m i n e d b y t h e C i t y T r a f f i c a n d T r a n s p o r t a t i o n M a n a g e r u t i l i z i n g A n a h e i m Tr a f f i c A n a l y s i s M o d e l T r i p G e n e r a t i o n R a t e s , i n c o n j u n c t i o n w i t h t h e p r e p a r a t i o n o f a n y tr a f f i c i m p r o v e m e n t p h a s i n g a n a l y s e s a s r e q u i re d i n M M 5 . 1 4 - 1 , p r o p e r t y o w n e r s / d e v e l o p wi l l d e t e r m i n e w h e n t h e i n t e r s e c t i o n i m p r o v e m en t s s h a l l b e c o n s t r u c t e d , s u b j e c t t o t h e co n d i t i o n s i d e n t i f i e d i n M M 5 . 1 4 - 1 . Pu b l i c W o r k s D e p a r t m e 5. 1 4 - 1 7 P r i o r t o a p p r o v a l o f a F i n a l S i t e P l a fo r a n y p r o j e c t f o r e c a s t t o g e n e r a t e 10 0 o r m o r e p e a k h o u r t r i p s Pr i o r t o a p p r o v a l o f a F i n a l S i t e P l a n f o r a n y p r o j e c t f o r e c a s t t o g e n e r a t e 1 0 0 o r m o r e pe a k h o u r t r i p s , a s d e t e r m i n e d b y t h e C i t y T r a f f i c a n d T r a n s p o r t a t i o n M a n a g e r u t i l i z i n g An a h e i m T r a f f i c A n a l y s i s M o d e l T r i p G e n e r at i o n R a t e s , i n c o n j u n c t i o n w i t h t h e pr e p a r a t i o n o f a n y t r a f f i c i m p r o v e m e n t p h a s i ng a n a l y s e s a s r e q u i r e d i n M M 5 . 1 4 - 1 , t h e fo l l o w i n g a c t i o n s s h a l l b e t a k e n i n c o o p e r a t i o n w i t h t h e C i t y o f O r a n g e : a. T h e t r a f f i c i m p r o v e m e n t p h a s i n g a n a l y s i s s h a l l i d e n t i f y a n y i m p a c t s c r e a t e d b y th e p r o j e c t o n f a c i l i t i e s w i t h i n t h e Ci t y o f O r a n g e . T h e f a i r - s h a r e p e r c e n t a g e re s p o n s i b i l i t y f o r m i t i g a t i n g t h e s e i m p a c t s s h a l l b e c a l c u l a t e d i n t h i s a n a l y s i s . b. T h e C i t y o f A n a h e i m s h a l l e s t i m a t e th e c o s t o f t h e p r o j e c t ’ s f a i r - s h a r e re s p o n s i b i l i t y i n c o o p e r a t i o n w i t h t h e C i t y o f O r a n g e . c. T h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p a y th e C i t y o f A n a h e i m t h e f a i r - s h a r e c o s t Pu b l i c W o r k s D e p a r t m e Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 26 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion pr i o r t o i s s u a n c e o f a b u i l d i n g p e r m i t . T h e C i t y o f A n a h e i m s h a l l h o l d t h e a m o u n t re c e i v e d i n t r u s t , a n d t h e n , o n c e a m u t u a l l y a g r e e d u p o n j o i n t p r o g r a m i s ex e c u t e d b y b o t h c i t i e s , t h e C i t y o f An a h e i m s h a l l a l l o c a t e t h e f a i r - s h a r e co n t r i b u t i o n t o t r a f f i c m i t i g a t i o n p r o g r a m s t ha t r e s u l t i n i m p r o v e d t r a f f i c f l o w a t th e i m p a c t e d l o c a t i o n s , v i a a n a g r e e m e n t m u t u a l l y a c c e p t a b l e t o b o t h c i t i e s . 5. 1 4 - 1 8 P r i o r t o a p p r o v a l o f a F i n a l S i t e P l a fo r a n y p r o j e c t f o r e c a s t t o g e n e r a t e 10 0 o r m o r e p e a k h o u r t r i p s Pr i o r t o a p p r o v a l o f a F i n a l S i t e P l a n f o r a n y p r o j e c t f o r e c a s t t o g e n e r a t e 1 0 0 o r m o r e pe a k h o u r t r i p s , a s d e t e r m i n e d b y t h e C i t y T r a f f i c a n d T r a n s p o r t a t i o n M a n a g e r u t i l i z i n g An a h e i m T r a f f i c A n a l y s i s M o d e l T r i p G e n e r at i o n R a t e s , i n c o n j u n c t i o n w i t h t h e pr e p a r a t i o n o f a n y t r a f f i c i m p r o v e m e n t p h a s i ng a n a l y s e s a s r e q u i r e d i n M M 5 . 1 4 - 1 , a n d as s u m i n g t h a t a r e g i o n a l t r a n s p o r t a t i o n ag e n c y h a s n o t a l r e a d y p r o g r a m m e d a n d fu n d e d t h e w a r r a n t e d i m p r o v e m e n t s t o t h e i m p a c t e d f r e e w a y m a i n l i n e o r f r e e w a y r a m p lo c a t i o n s , p r o p e r t y o w n e r s / d e v e l o p e r s a n d t h e C i t y w i l l t a k e t h e f o l l o w i n g a c t i o n s i n co o p e r a t i o n w i t h C a l t r a n s : a. T h e t r a f f i c s t u d y w i l l i d e n t i f y t h e p r o j ec t ’ s p r o p o r t i o n a t e i m p a c t o n t h e s p e c i f i c fr e e w a y m a i n l i n e a n d / o r f r e e w a y r a m p lo c a t i o n s a n d i t s f a i r - s h a r e p e r c e n t a g e re s p o n s i b i l i t y f o r m i t i g a t i n g t h e s e i m p a c t s b a s e d o n t h r e s h o l d s o f s i g n i f i c a n c e , pe r f o r m a n c e s t a n d a r d s , a n d m e t h o d o l o g i e s e s t a b l i s h e d i n t h e O r a n g e C o u n t y Co n g e s t i o n M a n a g e m e n t P r o g r a m a n d t h e C i t y o f A n a h e i m T r a f f i c S t u d y Gu i d e l i n e s . b. T h e C i t y s h a l l e s t i m a t e t h e c o s t o f t h e p r o j e c t ’ s f a i r - s h a r e r e s p o n s i b i l i t y i n co o p e r a t i o n w i t h C a l t r a n s . Pu b l i c W o r k s D e p a r t m e 5. 1 4 - 1 9 P r i o r t o t h e a p p r o v a l o f t h e f i n a l su b d i v i s i o n m a p o r i s s u a n c e o f bu i l d i n g p e r m i t s , w h i c h e v e r o c c u r s fi r s t Pr i o r t o t h e a p p r o v a l o f t h e f i n a l s u b d i v i s i on m a p o r i s s u a n c e o f b u i l d i n g p e r m i t s , w h i c h e v e oc c u r s f i r s t , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p a y t h e i d e n t i f i e d f a i r - s h a r e r e s p o n s i b i l i t y de t e r m i n e d b y t h e C i t y a s s e t f o r t h i n M M 5 . 1 4 - 15 . T h e C i t y s h a l l a l l o c a t e t h e p r o p e r t y ow n e r / d e v e l o p e r ’ s f a i r - s h a r e c on t r i b u t i o n t o t r a f f i c m i t i g a t i o n p r o g r a m s t h a t r e s u l t i n im p r o v e d t r a f f i c f l o w o n t h e i m p a c t e d m a i n li n e a n d r a m p l o c a t i o n s , v i a a n a g r e e m e n t mu t u a l l y a c c e p t a b l e t o C a l t r a n s a n d t h e C i t y . Pu b l i c W o r k s D e p a r t m e 5. 1 4 - 2 0 P r i o r t o t h e a p p r o v a l o f a F i n a l S i t e Pl a n Pr i o r t o t h e a p p r o v a l o f a F i n a l S i t e P l a n , t he p r o p e r t y o w n e r / d e v e l o p e r s h a l l m e e t w i t h t h e Tr a f f i c a n d T r a n s p o r t a t i o n M a n a g e r t o d e t e r m i ne w h e t h e r a b u s s t o p ( s ) i s r e q u i r e d t o b e pl a c e d a d j a c e n t t o t h e p r o p e r t y . I f a b u s s t o p ( s ) is r e q u i r e d , i t s h a l l b e p l a c e d i n a l o c a t i o n th a t l e a s t i m p a c t s t r a f f i c f l o w a n d m a y b e d e si g n e d a s a b u s t u r n o u t o r a f a r s i d e b u s s t o p re q u i r e d b y t h e T r a f f i c a n d T r a n s p o r t a t i o n M a na g e r a n d p e r t h e a p p r o v a l o f t h e O r a n g e Co u n t y T r a n s p o r t a t i o n A u t h o r i t y ( O C T A ) . Pu b l i c W o r k s D e p a r t m e 5. 1 4 - 2 1 P r i o r t o t h e f i r s t f i n a l b u i l d i n g a n d zo n i n g I n s p e c t i o n Pr i o r t o t h e f i r s t f i n a l b u i l d i n g a n d z o n i n g I n s p e c t i o n e v e r y p r o p e r t y o w n e r a n d / o r l e s s e e s de s i g n a t e a n o n - s i t e c o n t a c t t h a t w i l l b e r e s p on s i b l e f o r c o o r d i n a t i n g w i t h t h e A T N a n d im p l e m e n t i n g a l l t r i p m i t i g a t i o n m e a s u r e s . T h e on - s i t e c o o r d i n a t o r s h a l l b e t h e o n e p o i n t o co n t a c t r e p r e s e n t i n g t h e p r o j e c t w i t h t h e A T N. T h e T D M r e q u i r e m e n t s s h a l l b e i n c l u d e d i n th e l e a s e o r o t h e r a g r e e m e n t w i t h al l o f t h e p r o j e c t p a r t i c i p a n t s . Pu b l i c W o r k s D e p a r t m e 5. 1 4 - 2 2 S u b s e q u e n t t o t h e c e r t i f i c at i o n o f S u b s e q u e n t t o t h e c e r t if i c a t i o n o f F i n a l E I R N o . 3 4 0 , an d p r i o r t o t h e a p p r o v a l o f t he f i r s t P u b l i c W o r k s D e p a r t m e Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 27 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion Fi n a l E I R N o . 3 4 0 , a n d p r i o r t o t h e ap p r o v a l o f t h e f i r s t F i n a l S i t e P l a n Fi n a l S i t e P l a n , i f t h e c o s t s o f t h e i d e n t i f i ed i m p r o v e m e n t s i n t h e T r a f f i c S t u d y R e p o r t f o r Am e n d m e n t N o . 1 4 t o t h e A n a h e i m R e s o r t S p e c if i c P l a n c a n n o t b e c o v e r e d b y t h e t o t a l fu n d i n g a l l o c a t i o n u n d e r t h e e x i s t i n g C i t y f ee p r o g r a m s a n d f u n d i n g s o u r c e s , a n u p d a t e o f th e e x i s t i n g C i t y t r a f f i c f e e p r o g r a m o r o t h e r f e e p r o g r a m s s h a l l b e d e v e l o p e d b y t h e C i t y o An a h e i m t o e n s u r e c o m p l e t i o n o f t h e r e c o m m e n d e d i m p r o v e m e n t s . Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 28 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion UT I L I T I E S A N D S E R V I C E S Y S T E M S 19 - 1 P r i o r t o a p p r o v a l o f a f i n a l s u b d i v i s ma p o r i s s u a n c e o f a g r a d i n g o r bu i l d i n g p e r m i t , w h i c h e v e r o c c u r s fi r s t Pr i o r t o a p p r o v a l o f a f i n a l s u b d i v i s i o n m a p o r i s s u a n c e o f a g r a d i n g o r b u i l d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t , t h e p r o p e r t y o w n e r / d e v e lo p e r s h a l l p a r t i c i p a t e i n t h e C i t y ’ s M a s t e r Pl a n o f S e w e r s a n d r e l a t e d I n f r a s t r u c t u r e I m p r o v e m e n t ( F e e ) P r o g r a m t o a s s i s t i n m i t i g a t i ex i s t i n g a n d f u t u r e s a ni t a r y s e w e r s y s t e m d e fi c i e n c i e s a s f o l l o w s : Th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a re p o r t f o r r e v i e w a n d a p p r o v a l o f t h e C i t y En g i n e e r t o a s s i s t i n d e t e r m i n i n g t h e f o l l o w i n g : a. I f t h e d e v e l o p m e n t / r e d e v e l o p m e n t ( 1 ) d o e s no t d i s c h a r g e i n t o a s e w e r s y s t e m t h a t is c u r r e n t l y d e f i c i e n t o r w i l l b e c o m e d e f ic i e n t b e c a u s e o f t h a t d i s c h a r g e a n d / o r ( 2 ) do e s n o t i n c r e a s e f l o w s o r c h a n g e p o i n ts o f d i s c h a r g e , t h e n t h e p r o p e r t y ow n e r ’ s / d e v e l o p e r ’ s r e s p o n s i b i l i t y s h a l l b e l i m i t e d t o p a r t i c i p a t i o n i n t h e In f r a s t r u c t u r e I m p r o v e m e n t ( F e e ) P r o g r a m . b. I f t h e d e v e l o p m e n t / r e d e v e l o p m e n t ( 1 ) d i s c ha r g e s i n t o a s e w e r s y s t e m t h a t i s cu r r e n t l y d e f i c i e n t o r w i l l b e c o m e d e f ic i e n t b e c a u s e o f t ha t d i s c h a r g e a n d / o r (2 ) i n c r e a s e s f l o w s o r c h a n g e s p o i n t s o f d i s c h a r g e , t h e n t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l b e r e q u i r e d t o g u a r a n te e m i t i g a t i o n t o t h e s a t i s f a c t i o n o f t h e Ci t y E n g i n e e r a n d t h e C i t y A t t o r n e y o f t he i m p a c t p r i o r t o a p p r o v a l o f a f i n a l su b d i v i s i o n m a p o r i s s u a n c e o f a g r a d i n g o r b u i l d i n g p e r m i t w h i c h e v e r o c c u r s f i r s t , pu r s u a n t t o t h e i m p r o v e m e n t s i d e n t i f i e d i n th e S o u t h C e n t r a l A r e a S e w e r D e f i c i e n c y St u d y . T h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l b e r e q u i r e d t o i n s t a l l t h e s a n i t a r y s e w e r fa c i l i t i e s , a s r e c o m m e n d e d b y t h e S o u t h C e nt r a l A r e a S e w e r D e f i c i e n c y S t u d y , p r i o r to a c c e p t a n c e f o r m a i n t e n a n c e o f p u b l i c i m pr o v e m e n t s b y t h e C i t y o r f i n a l b u i l d i n g an d z o n i n g i n s p e c t i o n s f o r t h e b u i l d i n g / st r u c t u r e , w h i c h e v e r c o m e s f i r s t . Ad d i t i o n a l l y , t h e p r o p e r t y o w ne r / d e v e l o p e r s h a l l p a r t i c i pa t e i n t h e I n f r a s t r u c t u r e Im p r o v e m e n t ( F e e ) P r o g r a m , a s d e t e r m i n e d b y t h e C i t y E n g i n e e r , w h i c h m a y in c l u d e f e e s , c r e d i t s , r e i m b u r s e m e n t s , o r a c o m b i n a t i o n t h e r e o f . A s p a r t o f gu a r a n t e e i n g t h e m i t i g a t i o n o f i m p a c t s f o r t he s a n i t a r y s e w e r s y s t e m , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l s u b m i t a s a n i t a r y se w e r s y s t e m i m p r o v e m e n t p h a s i n g p l a n fo r t h e p r o j e c t t o t h e C i t y E n g i n e e r f o r r e v i ew a n d a p p r o v a l w h i c h s h a l l c o n t a i n , a t a mi n i m u m , ( 1 ) a l a y o u t o f t h e c o m p l e t e s y s t em , ( 2 ) a l l f a c i l i t y s i z e s , i n c l u d i n g s u p p o r t ca l c u l a t i o n s , ( 3 ) c o n s t r u c t i o n p h a s i n g , a n d ( 4 ) c o n s t r u c t i o n e s t i m a t e s . Th e s t u d y s h a l l d e t e r m i n e t h e i m p a c t o f t h e p r oj e c t s e w e r f l o w s f o r t o t a l b u i l d o u t o f t h pr o j e c t a n d i d e n t i f y l o c a l d e f i c i e n c i e s f o r e a c h p r o j e c t c o m p o n e n t ( i . e . , e a c h h o t e l ) . (A R S P E I R 3 4 0 M M 5 . 1 6 - 1 ) Pu b l i c W o r k s De p a r t m e n t ; C i t y At t o r n e y Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 29 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion 5. 1 5 - 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t ( t o b e i m p l e m e n t e d p r i o r t o fi n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n an d c o n t i n u i n g o n a n o n - g o i n g b a s du r i n g p r o j e c t o p e r a t i o n ) Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t ( t o b e i m p l e m e n t e d p r i o r t o f i n a l b u i l d i n g a n d zo n i n g i n s p e c t i o n s , a n d c o n t i n u i n g o n a n o n - g o i n g b a s i s d u r i n g p r o j e c t o p e r a t i o n ) , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t t o t h e P u b l i c U t i l i t i e s D e p a r t m e n t p l a n s f o r re v i e w a n d a p p r o v a l w h i c h s h a l l e n s u r e t h a t w a t e r c o n s e r v a t i o n m e a s u r e s a r e in c o r p o r a t e d . T h e w a t e r c o n s e r v a t i o n m e a s u r e s t o b e s h o w n o n t h e p l a n s a n d im p l e m e n t e d b y t h e p r o p e r t y o w n e r / d e v e l o p e r , to t h e e x t e n t a p p l i c a b l e i n c l u d e , b u t a r e no t l i m i t e d t o , t h e f o l l o w i n g : a. U s e o f l o w - f l o w s p r i n k l e r h e a d s i n i r r i g a t i o n s y s t e m s . b. U s e o f w a t e r w a y r e c i r c u l a t i o n s y s t e m s . c. L o w - f l o w f i t t i n g s , f i x t u r e s , a n d e q u i p m e n t , i n c l u d i n g l o w f l u s h t o i l e t s a n d u r i n a l s . d. U s e o f s e l f - c l o s i n g v a l v e s o n d r i n k i n g v a l v e s . e. U s e o f e f f i c i e n t i r r i g a t i o n s y s t e m s s u c h a s d r i p i r r i g a t i o n a n d a u t o m a t i c s y s t e m s wh i c h u s e m o i s t u r e s e n s o r s . f. U s e o f l o w - f l o w s h o w e r h e a d s i n h o t e l s . g. W a t e r e f f i c i e n t i c e - m a c h i n e s , d i s h w a s h e r s , c l o t h e s w a s h e r s a n d o t h e r w a t e r - us i n g a p p l i a n c e s . h. U s e o f i r r i g a t i o n s y s t e m s p r i m a r i l y a t n i g h t w h e n e v a p o r a t i o n r a t e s a r e l o w e s t . i. P r o v i d e i n f o r m a t i o n t o t h e p u b l i c i n c o n s p i c u o u s p l a c e s r e g a r d i n g w a t e r co n s e r v a t i o n . j. U s e o f w a t e r c o n s e r v i n g l a n d s c a p e p l a n t m a t e r i a l s w h e r e v e r f e a s i b l e . Pu b l i c U t i l i t i e s De p a r t m e n t 5. 1 5 - 2 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , a l l w a t e r s u p p l y p l a n n i n g f o r t h e p r o j e c t w i l l b e cl o s e l y c o o r d i n a t e d w i t h , a n d b e s u b j e c t t o t h e r e v i e w a n d f i n a l a p p r o v a l o f , t h e P u b l i c Ut i l i t i e s D e p a r t m e n t , W a t e r E n g i n e e r i n g D i v i s i o n a n d F i r e D e p a r t m e n t . Pu b l i c U t i l i t i e s De p a r t m e n t ; F i r e De p a r t m e n t 5. 1 5 - 3 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , w a t e r p r e s s u r e g r e a t e r t h a n 8 0 p o u n d s p e r s q u a in c h ( p s i ) s h a l l b e r e d u c e d t o 8 0 p s i o r l e s s b y m e a n s o f p r e s s u r e r e du c i n g v a l v e s i n s t a l l e at t h e p r o p e r t y o w n e r / d e v e l o p e r ’ s s e r v i c e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 5 - 4 P r i o r t o t h e i s s u a n c e o f e a c h b u i l d pe r m i t Pr i o r t o t h e i s s u a n c e o f e a c h b u i l d i n g p e r m i t , th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a la n d s c a p e a n d i r r i g a t i o n p l a n w h i c h s h a l l b e p r e p a r e d a n d c e r t i f i e d b y a l i c e n s e d l a n d s c a p ar c h i t e c t . T h e i r r i g a t i o n p l a n s h a l l s p e c i f y m e th o d s f o r m o n i t o r i n g t h e i r r i g a t i o n s y s t e m . T sy s t e m s h a l l e n s u r e t h a t i r r i g a t i o n r a t e s d o n o t ex c e e d t h e i n f i l t r a t i o n of l o c a l s o i l s , t h a t t h e ap p l i c a t i o n o f f e r t i l i z e r s a n d p e s t i c i d e s d o n o t ex c e e d a p p r o p r i a t e l e v e l s o f f r e q u e n c i e s , a n th a t s u r f a c e r u n o f f a n d o v e r w a t e r i n g i s m i n i m i ze d . T h e l a n d s c a p i n g a n d i r r i g a t i o n p l a n s sh a l l i n c l u d e w a t e r - c o n s e r v i n g f e a t u r e s s u c h a s l o w f l o w i r r i g a t i o n h e a d s , a u t o m a t i c Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 30 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion ir r i g a t i o n s c h e d u l i n g e q u i p m e n t , f l o w s e n s i n g c o n t r o l s , r a i n s e n s o r s , s o i l m o i s t u r e s e n s o r s an d o t h e r w a t e r - c o n s e r v i n g e q u i p m e n t . T h e l a n d s c a p i n g a n d i r r i g a t i o n p l a n s s h a l l i n d i c a t e th a t s e p a r a t e i r r i g a t i o n l i n e s f o r r e c y c l e d w a t e r s h a l l b e c o n s t r u c t e d a n d r e c y c l e d w a t e r w i be u s e d w h e n i t b e c o m e s a v a i l a b l e . A l l i r r i g a t io n s y s t e m s s h a l l b e d e s i g n e d s o t h a t t h e y w fu n c t i o n p r o p e r l y w i t h r e c y c l e d w a t e r . 5. 1 5 - 5 P r i o r t o a p p r o v a l o f t h e F i n a l S i t e Pl a n a n d b u i l d i n g p e r m i t s Pr i o r t o a p p r o v a l o f t h e F i n a l S i t e P l a n a n d b u i l d i n g p e r m i t s , p l a n s s h a l l s p e c i f i c a l l y s h o w th a t t h e w a t e r m e t e r a n d b a c k f l o w e q u i p m e n t a n d a n y o t h e r l a r g e w a t e r s y s t e m e q u i p m e n wi l l b e i n s t a l l e d t o t h e s a t i s f a c t i o n o f t h e Pu b l i c U t i l i t i e s D e p a r t m e n t , W a t e r E n g i n e e r i n g Di v i s i o n , a b o v e g r o u n d a n d b e h i n d t h e b u i l d i n g s e t b a c k l i n e i n a m a n n e r f u l l y s c r e e n e d f r o al l p u b l i c s t r e e t s a n d a l l e y s a n d i n a c c o r d a n c e w i t h O r d i n a n c e N o . 4 1 5 6 . P r i o r t o t h e f i n a l bu i l d i n g a n d z o n i n g i n s p e c t i o n s , t h e w a t e r m e t e r a n d b a c k f l o w e q u i p m e n t a n d a n y o t h e r la r g e w a t e r s y s t e m e q u i p m e n t s h a l l b e i n s t a l l e d to t h e s a t i s f a c t i o n o f t h e P u b l i c U t i l i t i e s De p a r t m e n t , W a t e r E n g i n e e r i n g D i v i s i o n , i n a c c o r d a n c e w i t h t h e F i n a l S i t e P l a n a n d t h e bu i l d i n g p e r m i t p l a n s . Pu b l i c U t i l i t i e s De p a r t m e n t 5. 1 5 - 6 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t , u n l e s s r e c o r d s i n d i c a t e pr e v i o u s p a y m e n t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , u n le s s r e c o r d s i n d i c a t e p r e v i o u s p a y m e n t , t h e ap p r o p r i a t e f e e s f o r P r i m a r y M a i n s , S e c o n d a r y M a i n s a n d F i r e P r o t e c t i o n S e r v i c e s h a l l b e pa i d t o t h e P u b l i c U t i l i t i e s D e p a r t m e n t , W a t e r E n g i n e e r i n g D i v i s i o n i n a c c o r d a n c e w i t h R u 15 A , a n d R u l e 2 0 o f t h e P u b l i c U t i l i t i e s D e p a r t me n t W a t e r R a t e s , R u l e s a n d R e g u l a t i o n s . Pu b l i c U t i l i t i e s De p a r t m e n t 5. 1 5 - 7 P r i o r t o f i n a l b u i l d i n g a n d z o n i n g in s p e c t i o n s Pr i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s , a s e p a r a t e w a t e r m e t e r s h a l l b e i n s t a l l e d f o r la n d s c a p e w a t e r o n a l l p r o j e c t s w h e r e t h e la n d s c a p e a r e a e x c e e d s 2 , 5 0 0 s q u a r e f e e t i n ac c o r d a n c e w i t h O r d i n a n c e N o . 6 1 6 0 . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 5 - 8 P r i o r t o t h e i s s u a n c e o f t h e f i r s t bu i l d i n g p e r m i t o r g r a d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t Pr i o r t o t h e i s s u a n c e o f t h e f i r s t b u i l d i n g p e r m i t o r g r a d i n g p e r m i t , w h i c h e v e r o c c u r s f i r s t , th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l c o m p l y w i t h R u l e 1 5 E o f t h e P u b l i c U t i l i t i e s De p a r t m e n t W a t e r R a t e s , R u l e s , a n d R e g u l a t i o n s . R u l e 1 5 E s h a l l b e a m e n d e d t o in c l u d e : a. C o n s t r u c t i o n o f a n e w w e l l w i t h a m i n i m u m 1 , 5 0 0 G P M c a p a c i t y t o s e r v e T h e An a h e i m R e s o r t A r e a ( t e n t a t i v e l o c a t i o n n e a r P o n d e r o s a P a r k a n d O r a n g e w o o d Av e n u e ) ; a n d b. C o n s t r u c t i o n o f a n e w 1 6 - i n c h w a t e r m a i n a l o n g H a r b o r B o u l e v a r d f r o m Or a n g e w o o d t o C h a p m a n A v e n u e . Pu b l i c U t i l i t i e s De p a r t m e n t 5. 1 5 - 9 O n g o i n g O n g o i n g , t h e C i t y s h al l c o n t i n u e t o c o l l a b o r a t e w i t h th e M e t r o p o l i t a n W a t e r D i s t r i c t o f So u t h e r n C a l i f o r n i a ( M W D ) , i t s m e m b e r a g e n ci e s , a n d t h e O r a n g e C o u n t y W a t e r D i s t r i c t (O C W D ) t o e n s u r e t h a t a v a i l a b l e w a t e r s u p p l i es m e e t a n t i c i p a t e d d e m a n d . I f i t i s f o r e c a s t e th a t w a t e r d e m a n d e x c e e d s a v a i l a b l e s u p p l i e s , s t a f f s h a l l r e c o m m e n d t o C i t y C o u n c i l t o tr i g g e r a p p l i c a t i o n o f t h e W a t e r C o n s e r v a t i on O r d i n a n c e ( A n a h e i m M u n i c i p a l C o d e , § 1 0 . 1 as p r e s c r i b e d , t o r e q u i r e m a n d a t o r y c o n s e r va t i o n m e a s u r e s a s a u t h o r i z e d b y S e c t i o n s Pu b l i c U t i l i t i e s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 31 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion 10 . 1 8 . 0 7 0 t h r o u g h 1 0 . 1 8 . 0 9 0 , a s a p p r o p r i a t e . 5. 1 7 - 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e p r o p e r t y o w n e r / d e v e l o p s h a l l c o n s u l t w i t h th e C i t y o f A n a h e i m P u b l i c U t i l i t i e s D e pa r t m e n t , B u s i n e s s a n d C o m m u n i t y P r o g r a m s Di v i s i o n , i n o r d e r t o r e v i e w en e r g y e f f i c i e n t m e a s u r e s t o i n c o r p o r a t e i n t o t h e p r o j e c t de s i g n . P r i o r t o t h e f i n a l b u i l d i n g a n d z o n i ng i n s p e c t i o n , t h e p r o p e r t y o w n e r d e v e l o p e r sh a l l i m p l e m e n t t h e s e e n e r g y e f f i c i e n t m e a s u r e s w h i c h m a y i n c l u d e t h e f o l l o w i n g : a. H i g h - e f f i c i e n c y a i r - c o n d i t i o n i n g s y s t e m s w i t h E M S ( c o m p u t e r ) c o n t r o l b. V a r i a b l e a i r v o l u me ( V A V ) d i s t r i b u t i o n c. O u t s i d e a i r ( 1 0 0 % ) e c o n o m i z e r c y c l e d. S t a g e d c o m p r e s s o r s o r v a r i a b l e s p e e d d r i v e s t o f l o w v a r y i n g t h e r m a l l o a d s e. I s o l a t e d H V A C z o n e c o n t r o l b y f l o o r s / s e p a r a b l e a c t i v i t y a r e a s f. S p e c i f i c a t i o n o f p r e m i u m - e f f i c i e n c y e l e c tr i c m o t o r s ( i . e . , c o mp r e s s o r m o t o r s , a i r - ha n d l i n g u n i t s , a n d f a n - c o i l u n i t s ) g. U s e o f o c c u p a n c y s e n s o r s i n a p p r o p r i a t e s p a c e s h. U s e o f c o m p a c t f l u o r e s c e n t l a m p s i. U s e o f c o l d c a t h o d e f l u o r e s c e n t l a m p s j. U s e o f l i g h t e m i t t i n g d i o d e ( L E D ) o r e q u i v a l e n t e n e r g y - e f f i c i e n t l i g h t i n g f o r ou t d o o r l i g h t i n g k. U s e o f E n e r g y S t a r ® e x i t l i g h t i n g o r e x i t s i g n a g e . l. U s e o f T - 8 l a m p s a n d e l e c t r o n i c b a l la s t s w h e r e a p p l i c a t i o n s o f s t a n d a r d fl u o r e s c e n t f i x t u r e s a r e i d e n t i f i e d m. U s e o f l i g h t i n g p o w e r c o n t r o l l e r s i n as s o c i a t i o n w i t h m e t a l - h a l i d e o r h i g h - pr e s s u r e s o d i u m ( h i g h i n t e n s i t y d i s c h a r g e ) l a m p s f o r o u t d o o r l i g h t i n g a n d pa r k i n g l o t s n. C o n s i d e r a t i o n o f t h e r m a l en e r g y s t o r a g e a i r - c o n d i t i o n i n g f o r s p a c e s o r f a c i l i t i e s th a t m a y r e q u i r e a i r - c o n d i t i o n i n g d u r i n g s u m m e r , d a y - p e a k p e r i o d s . o. F o r s w i m m i n g p o o l s a n d s p a s , i n c o r p o r at e s o l a r h e a t i n g , a u t o m a t i c c o v e r s , a n d ef f i c i e n t p u m p s a n d m o t o r s , a s f e a s i b l e . p. C o n s i d e r a t i o n f o r p a r t i c i p a t i o n i n A d va n t a g e S e r v i c e s P r o g r a m s s u c h a s : a. N e w c o n s t r u c t i o n d e s i g n r e v i e w , i n w h i c h t h e C i t y c o s t - s h a r e s e n g i n e e r i n g Pu b l i c U t i l i t i e s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 32 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion fo r u p t o $ 1 0 , 0 0 0 f o r d e s i g n o f e n e r g y e f f i c i e n t b u i l d i n g s a n d s y s t e m s b. N e w C o n s t r u c t i o n – c a s h i n c e n t i v es ( $ 3 0 0 t o $ 4 0 0 p e r k W r e d u c t i o n i n lo a d ) f o r e f f i c i e n c y t h a t e x c e e d s T i t l e 2 4 r e q u i r e m e n t s c. G r e e n B u i l d i n g P r o g r a m – o f f e r s a c c e l e r a t e d p l a n a p p r o v a l , f i n a n c i a l in c e n t i v e s , w a i v e d p l a n c h e c k f e e s an d f r e e t e c h n i c a l a s s i s t a n c e . 5. 1 7 - 2 P r i o r t o f i n a l b u i l d i n g a n d z o n i n g in s p e c t i o n Pr i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n , th e p r o p e r t y o w n e r / d e v e l op e r s h a l l i n s t a l l a n un d e r g r o u n d e l e c t r i c a l s e r v i c e f r o m t h e Pu b l i c U t i l i t i e s D i s t r i b u t i o n S y s t e m . T h e Un d e r g r o u n d S e r v i c e w i l l b e i n s t a l l e d i n a c c o r d a n c e w i t h t h e E l e c t r i c R u l e s , R a t e s , Re g u l a t i o n s a n d E l e c t r i c a l S p e c i f i c a t i o n s f o r U n d e r g r o u n d S y s t e m s . E l e c t r i c a l S e r v i c e F e e an d o t h e r a p p l i c a b l e f e e s w i l l b e a s s e s s e d i n a cc o r d a n c e w i t h t h e E l e c t r i c R u l e s , R a t e s , Re g u l a t i o n s a n d E l e c t r i c a l S p e c i f i c a t i o n s f o r U n d e r g r o u n d S y s t e m s . Pu b l i c U t i l i t i e s De p a r t m e n t 5. 1 7 - 3 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t p l a n s an d c a l c u l a t i o n s t o t h e C i t y o f A n a h e i m P l a n n i n g a n d B u i l d i n g D e p a r t m e n t , B u i l d i n g D i v i s i to d e m o n s t r a t e t h a t t h e e n e r g y e f f i c i e n c y o f ea c h b u i l d i n g w i l l e x c e e d t h e T i t l e 2 4 E n e r g y Ef f i c i e n c y S t a n d a r d s f o r R e s i d e n t i a l a n d N o n r e s id e n t i a l B u i l d i n g s c u r r e n t a t t h e t i m e o f ap p l i c a t i o n b y a t l e a s t 1 0 p e r c e n t . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 7 - 4 P r i o r t o a p p r o v a l o f a F i n a l S i t e P l a Pr i o r t o a p p r o v a l o f a F i n a l S i t e P l a n , t h e p r op e r t y o w n e r / d e v e l o p e r s h a l l c o o r d i n a t e w i t h t Pu b l i c U t i l i t i e s D e p a r t m e n t t o i n c o r p o r a t e fe a s i b l e r e n e w a b l e e n e r g y g e n e r a t i o n m e a s u r e s in t o t h e p r o j e c t . T h e s e m e a s u r e s m a y i n c l u de b u t n o t b e l i m i t e d t o u s e o f s o l a r a n d s m a l l wi n d t u r b i n e s o u r c e s o n n e w a n d e x i s t i n g f a c i l i t i e s a n d t h e u s e o f s o l a r p o w e r e d l i g h t i n g i n pa r k i n g a r e a s . Pu b l i c U t i l i t i e s De p a r t m e n t 5. 1 8 - 1 P r i o r t o a p p r o v a l o f a f i n a l s u b d i v i s ma p , o r i s s u a n c e o f a g r a d i n g o r bu i l d i n g p e r m i t , w h i c h e v e r o c c u r s fi r s t Pr i o r t o a p p r o v a l o f a f i n a l s u b d i v i s i o n m a p , o r i s s u a n c e o f a g r a d i n g o r b u i l d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p a r t i c i p a t e i n t h e C i t y ’ s Ma s t e r P l a n o f S t o r m D r a i n s a n d r e l a t e d I n fr a s t r u c t u r e I m p r o v e m e n t ( F e e ) P r o g r a m t o as s i s t i n m i t i g a t i n g e x i s t i n g an d f u t u r e s t o r m d r a i n a g e s y s t e m d e f i c i e n c i e s a s f o l l o w s : Th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a r e p o r t f o r r e v i e w a n d a p p r o v a l b y t h e C i t y En g i n e e r t o a s s i s t w i t h d e t e r m i n i n g t h e f o l l o w i n g : a. I f t h e s p e c i f i c d e v e l o p m e n t / r e d e v e l o p m e n t do e s n o t i n c r e a s e o r r e d i r e c t c u r r e n t or h i s t o r i c s t o r m w a t e r q u a n t i t i e s / f l o w s, t h e n t h e p r o p e r t y o w n e r / d e v e l o p e r ’ s re s p o n s i b i l i t y s h a l l b e l i m i t e d t o p a r t i c i p a t io n i n t h e I n f r a s t r u c t u r e I m p r o v e m e n t (F e e ) P r o g r a m t o p r o v i d e s t o r m d r a i n a ge f a c i l i t i e s i n 1 0 - a n d 2 5 - y e a r s t o r m fr e q u e n c i e s a n d t o p r o t e c t p r o p e r t i e s / s t r uc t u r e s f o r a 1 0 0 - y e a r s t o r m f r e q u e n c y . b. I f t h e s p e c i f i c d e v e l o p m e n t / r e d e v e l o p m e n t in c r e a s e s o r r e d i r e c t s t h e c u r r e n t o r hi s t o r i c s t o r m w a t e r q u a n t i t y / f l o w , t h e n t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l b e re q u i r e d t o g u a r a n t e e m i t i g a t i o n t o t h e s a t i sf a c t i o n o f t h e C i t y E n g i n e e r a n d C i t y Pu b l i c W o r k s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 33 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion At t o r n e y ’ s o f f i c e o f t h e i m p a c t p r i o r t o a p p r o v a l o f a f i n a l s u b d i v i s i o n m a p o r is s u a n c e o f a g r a d i n g o r b u i l d i n g p e r m i t , w h i c h e v e r o c c u r s f i r s t , p u r s u a n t t o t h e im p r o v e m e n t s i d e n t i f i e d i n t h e M a s t e r P l an o f D r a i n a g e f o r t h e S o u t h C e n t r a l Ar e a . T h e p r o p e r t y o w n e r / d e v e l o p e r s h a ll b e r e q u i r e d t o i n s t a l l t h e s t o r m dr a i n a g e f a c i l i t i e s a s r e c o m m e n d e d b y t h e M a s t e r P l a n o f D r a i n a g e f o r t h e So u t h C e n t r a l A r e a t o p r o v i d e s t o r m d r a i na g e f a c i l i t i e s f o r 1 0 - a n d 2 5 - y e a r s t o r m fr e q u e n c i e s a n d t o p r o t e c t p r o p e r t i e s / s t r uc t u r e s f o r a 1 0 0 - y e a r s t o r m f r e q u e n c y pr i o r t o a c c e p t a n c e f o r m a i n t e n a n c e o f p u bl i c i m p r o v e m e n t s b y t h e C i t y o r f i n a l bu i l d i n g a n d z o n i n g i n s p e c t i o n f o r t h e b u i l d in g / s t r u c t u r e , w h i c h e v e r o c c u r s f i r s t . Ad d i t i o n a l l y , t h e p r o p e r t y o w ne r / d e v e l o p e r s h a l l p a r t i c i p at e i n t h e I n f r a s t r u c t u r e Im p r o v e m e n t ( F e e ) P r o g r a m a s d e t e r m i ne d b y t h e C i t y E n g i n e e r w h i c h c o u l d in c l u d e f e e s , c r e d i t s , r e i m b u r s e m e n t s , o r a c o m b i n a t i o n t h e r e o f . A s p a r t o f gu a r a n t e e i n g t h e m i t i g a t i o n o f i m p a c t s on t h e s t o r m d r a i n a g e s y s t e m , a s t o r m dr a i n a g e s y s t e m i m p r o v e m e n t p h a s i n g p l a n f o r t h e p r o j e c t s h a l l b e s u b m i t t e d b y th e p r o p e r t y o w n e r / d e v e l o p e r t o t h e C i t y E n g i n e e r f o r r e v i e w a n d a p p r o v a l a n d sh a l l c o n t a i n , a t a m i n i m u m , ( 1 ) a l a y o u t o f t h e c o m p l e t e s y s t e m ; ( 2 ) a l l f a c i l i t y si z e s , i n c l u d i n g s u p p o r t c a l c u l a t io n s ; ( 3 ) c o n s t r u c t i o n p h a s i n g ; a n d , (4 ) c o n s t r u c t i o n e s t i m a t e s . 5. 1 8 - 2 O n g o i n g O n g o i n g , t h e C i t y s h a l l w o r k w i t h t he O r a n g e C o u n t y F l o o d C o n t r o l D i s t r i c t ( O C F C D ) t o en s u r e t h a t f l o o d c o n t r o l f a c i l i t i e s a r e w e l l ma i n t a i n e d a n d c a p a b l e o f a c c o m m o d a t i n g , a t a mi n i m u m , f u t u r e 2 5 - y e a r s t o r m f l o w s f o r C i t y - o w n e d a n d m a i n t a i n e d f a c i l i t i e s , a n d 1 0 0 - y e st o r m f l o w s f o r C o u n t y f a c i l i t i e s . W h e r e i m p r ov e m e n t s t o l o c a l d r a i n a g e f a c i l i t i e s h a v e t h e po t e n t i a l t o i n c r e a s e d i s c h a r g e s t o C o u n t y f a c i l i t ie s , t h e C i t y s h a l l a n a l y z e p o t e n t i a l i m p a c to C o u n t y f a c i l i t i e s i n c o n s u l t a t i o n w i t h t h e M a n a g e r , C o u n t y o f O r a n g e F l o o d C o n t r o l Di v i s i o n . E n c r o a c h m e n t P e r m i t s s h a l l b e o b t a i n e d f r o m t h e C o u n t y ’ s P u b l i c P r o p e r t y P e r m Se c t i o n f o r a n y a c t i v i t y p e r f o r m e d w i t h i n O C F C D ’ s r i g h t o f w a y . Pu b l i c W o r k s De p a r t m e n t 5. 1 8 - 3 P r i o r t o t h e i s s u a n c e o f b u i l d i n g pe r m i t s Pr i o r t o t h e i s s u a n c e o f b u i l d i n g p e r m i t s , t h e C i t y s h a l l r e q u i r e t h a t b u i l d i n g p l a n s i n d i c a t e th a t n e w d e v e l o p m e n t s w i l l m i n i m i z e s t o r m w at e r a n d u r b a n r u n o f f i n t o d r a i n a g e f a c i l i t i e s b in c o r p o r a t i n g d e s i g n f e a t u r e s s u c h a s d e t e n t io n b a s i n s , o n - s i t e w a t e r f e a t u r e s , a n d o t h e r st r a t e g i e s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 9 - 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t ; t o b e i m p l e m e n t e d p r i o r t o fi n a l b u i l d i n g a n d z o n i n g I n s p e c t i o n Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t ; t o b e i m p l e m e n t e d p r i o r t o f i n a l b u i l d i n g a n d zo n i n g I n s p e c t i o n , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t p r o j e c t p l a n s t o t h e P u b l i c Wo r k s D e p a r t m e n t f o r r e v i e w a n d a p p r o v a l t o e n s u r e t h a t t h e p l a n s c o m p l y w i t h A B 93 9 , t h e S o l i d W a s t e R e d u c t i o n A c t o f 1 9 8 9 , as a d m i n i s t e r e d b y t h e C i t y o f A n a h e i m an d t h e C o u n t y o f O r a n g e a n d C i t y o f A n a he i m I n t e g r a t e d W a s t e M a n a g e m e n t P l a n s . Pr i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n , i m p l e m e n t a t i o n o f s a i d p l a n s h a l l co m m e n c e a n d s h a l l r e m a i n i n f u l l e f f e c t . Wa s t e m a n a g e m e n t m i t i g a t io n m e a s u r e s t h a t sh a l l b e t a k e n t o r e d u c e s o l i d w a s t e g e n e r at i o n i n c l u d e , b u t a r e n o t l i m i t e d t o : Pu b l i c W o r k s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 34 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion a. D e t a i l i n g t h e l o c a t i o n a n d d e s i g n o f o n - s i t e r e c y c l i n g f a c i l i t i e s . b. P r o v i d i n g o n - s i t e r e c y c l i n g r e c e p t a c l e s t o e n c o u r a g e r e c y c l i n g . c. C o m p l y i n g w i t h a l l F e d e r a l , S t a t e an d C i t y r e g u l a t i o n f o r h a z a r d o u s m a t e r i a l di s p o s a l . d. P a r t i c i p a t i n g i n t h e C i t y o f A n a h e i m ’ s “ R e c y c l e A n a h e i m ” p r o g r a m o r o t h e r su b s t i t u t e p r o g r a m a s m a y b e d e v e l o p e d b y t h e C i t y . In o r d e r t o m e e t t h e r e q u i r e m e n t s o f t he S o l i d W a s t e R e d u c t i o n A c t o f 1 9 8 9 ( A B 9 3 9 ) , th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l i m p l e m e n t n u m e r o u s s o l i d w a s t e r e d u c t i o n pr o g r a m s , a s r e q u i r e d b y t h e P u b l i c W o r ks D e p a r t m e n t , i n c l u d i n g , b u t n o t l i m i t e d t o : a. F a c i l i t a t i n g r e c y c l i n g b y pr o v i d i n g c h u t e s o r c o n v e n i e nt l o c a t i o n s f o r s o r t i n g a n d re c y c l i n g b i n s . b. F a c i l i t a t i n g c a r d b o a r d r e c y c l i n g ( e s p e c i a ll y i n r e t a i l a r e a s ) b y p r o v i d i n g a d e q u a t e sp a c e a n d c e n t r a l i z e d l o c a t i o n s f o r c o l l e c t i o n a n d s t o r i n g . c. F a c i l i t a t i n g g l a s s r e c y c l i n g ( e s p e c i a l l y f r o m r e s t a u r a n t s ) b y p r o v i d i n g a d e q u a t e sp a c e f o r s o r t i n g a n d s t o r i n g . d. P r o v i d i n g t r a s h c o m p a c t o r s f o r n o n - r e c y c l a b l e m a t e r i a l s w h e n e v e r f e a s i b l e to r e d u c e t h e t o t a l v o l u m e o f s o l i d wa s t e a n d t h e n u m b e r o f t r i p s r e q u i r e d fo r c o l l e c t i o n . e. P r o h i b i t i n g c u r b s i d e p i c k - u p . 5. 1 9 - 2 O n g o i n g d u r i n g p r o j e c t o p e r a t i o n O n g o i n g d u r i n g p r o j e c t o p e r at i o n , t h e f o l l o w i n g p r a c t i c e s s h a l l b e i m p l e m e n t e d , a s fe a s i b l e , b y t h e p r o p e r t y o w n e r / d e v e l o p e r : a. U s a g e o f r e c y c l e d p a p e r p r o d u c t s f o r s t a t i o n a r y , l e t t e r h e a d , a n d p a c k a g i n g . b. R e c o v e r y o f m a t e r i a l s s u c h a s a l u m i n u m a n d c a r d b o a r d . c. C o l l e c t i o n o f o f f i c e p a p e r f o r r e c y c l i n g . d. C o l l e c t i o n o f p o l y s t y r e n e ( f o a m ) c u p s f o r r e c y c l i n g . e. C o l l e c t i o n o f g l a s s , p l a s t i c s , k i t c h e n g r ea s e , l a s e r p r i n t e r t o n e r c a r t r i d g e s , o i l , ba t t e r i e s , a n d s c r a p m e t a l f o r r e c y c l i n g o r r e c o v e r y . Pu b l i c W o r k s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t H: \ R E P O R T S \ P l a n n i n g C o m m i s s i o n \ 2 0 1 8 P C M e e t i n g s \ 0 6 - 2 5 - 2 0 1 8 _ P C M e e t i n g \ I t e m N o . 2 DE V 2 0 1 6 - 0 0 1 1 4 ( G P A 2 0 1 7 - 0 0 5 1 7 ) D u a l H i l t o n ( e y t )\ A t t a c h m e n t s \ A T T 2 _ D r a f t M N D R e s o l u t i o n . d o c x 35 Mitigati o HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Re s p o n s i b l e f o r Mo n i t o r i n g Completion 5. 1 9 - 3 P r i o r t o i s s u a n c e o f b u i l d i n g p e r m i t Pr i o r t o i s s u a n c e o f b u i l d i n g p e r m i t s , p l a n s s h a l l s h o w t h a t t r a s h s t o r a g e a r e a s s h a l l b e pr o v i d e d a n d m a i n t a i n e d i n a l o c a t i o n a c c e p t ab l e t o t h e C i t y o f A n a h e i m D e p a r t m e n t o f Pu b l i c W o r k s , O p e r a t i o n s D i v i s i o n . O n an o n g o i n g b a s i s , t r a s h s t o r a g e a r e a s s h a l l b e pr o v i d e d a n d m a i n t a i n e d i n a c c o r d a n c e w i t h a p p r o v e d p l a n s o n f i l e w i t h s a i d D e p a r t m e n t . Pu b l i c W o r k s De p a r t m e n t 5. 1 9 - 4 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t , Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , th e P r o p e r t y O w n e r / D e v e l o p e r s h a l l d e m o n s t r a t th a t t h e p l a n s i n c l u d e p r o v i s i o n s f o r t h e i n s t al l a t i o n o f t r a s h a n d r e c y c l e r e c e p t a c l e s n e a r a be n c h e s a n d n e a r h i g h t r a f f i c a r e a s s u c h a s p l a z a s , t r a n s i t s t o p s a n d r e t a i l a n d d i n i n g es t a b l i s h m e n t s . Pu b l i c W o r k s De p a r t m e n t 5. 1 9 - 5 P r i o r t o i s s u a n c e o f e a c h g r a d i n g a bu i l d i n g p e r m i t Pr i o r t o i s s u a n c e o f e a c h g r a d i n g a n d b u i l d in g p e r m i t , t h e P r o p e r t y O w n e r / D e v e l o p e r s h a l su b m i t t o t h e P l a n n i n g D i r e c t o r o r P l a n n i n g Se r v i c e s M a n a g e r f o r a p p r o v a l a C o n s t r u c t i o n Wa s t e M a n a g e m e n t P l a n t h a t , a t a m i n i m u m , sp e c i f i e s t h a t a t l ea s t 7 5 p e r c e n t o f n o n - ha z a r d o u s c o n s t r u c t i o n a n d d e m o l i t i o n d e b r i s s h a l l b e r e c y c l e d o r s a l v a g e d a n d i d e n t i f i e s th e m a t e r i a l s t o b e d i v e r t e d f r o m d i s p o s a l a n d w h e t h e r t h e m a t e r i a l s w i l l b e s o r t e d o n s i t e co - m i n g l e d . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t [DRAFT] ATTACHMENT NO. 3 - 1 - PC2018-*** RESOLUTION NO. PC2018-*** A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ANAHEIM RECOMMENDING THAT THE CITY COUNCIL OF THE CITY OF ANAHEIM APPROVE AND ADOPT PROPOSED GENERAL PLAN AMENDMENT NO. 2017-00517 (DEV2016-00114) (1414 AND 1441 SOUTH MANCHESTER AVENUE) WHEREAS, the Planning Commission of the City of Anaheim (the "Planning Commission") did receive a verified petition for an amendment to the Land Use Element of the General Plan ("General Plan Amendment No. 2017-00517") to modify “Table LU-4: General Plan Density Provisions for Specific Areas of the City” to reflect a new density category created for the Commercial Recreation District of the Anaheim Resort Specific Plan. The new density category would be called “Medium Density (Modified)” and would accommodate up to 345 hotel rooms; and WHEREAS, the proposed modification to Table LU-4 is shown in Exhibit “A” attached to this Resolution and incorporated herein by this reference as if set forth in full; and WHEREAS, General Plan Amendment No. 2017-00517 is proposed in conjunction with Specific Plan Amendment No. 15 to the Anaheim Resort Specific Plan; Variance No. 2017- 05097, Final Site Plan No. 2017-00003, Minor Conditional Use Permit No. 2017-05949,and Administrative Adjustment No. 2017-00413 to construct at six-story, 223-room hotel; and WHEREAS, pursuant to and in accordance with the provisions of the California Environmental Quality Act (Public Resources Code Section 21000 et seq.; herein referred to as “CEQA”), the State of California Guidelines for the Implementation of the California Environmental Quality Act (commencing with Section 15000 of Title 14 of the California Code of Regulations; herein referred to as the "CEQA Guidelines"), and the City's Local CEQA Procedure Manual, the City is the "lead agency" for the preparation and consideration of environmental documents for the Proposed Project; and WHEREAS, a draft Mitigated Negative Declaration was prepared in accordance with CEQA, the CEQA Guidelines and the City's Local CEQA Procedure Manual to evaluate the physical environmental impacts of the Proposed Project; and WHEREAS, in conformance with CEQA and the CEQA Guidelines, a Mitigation Monitoring Plan has been prepared for the Proposed Project and includes mitigation measures that are specific to the Proposed Project (herein referred to as "MMP No. 350"). A complete copy of MMP No. 350 is on file and can be viewed in the Planning Services Division of the City; and WHEREAS, the Planning Commission did hold a public hearing at the Anaheim Civic Center, Council Chamber, 200 South Anaheim Boulevard, on June 25, 2018, at 5:00 p.m., notice of said public hearing having been duly given as required by law and in accordance with the provisions of the Anaheim Municipal Code, to consider the Mitigated Negative Declaration and to hear and consider evidence for and against the Proposed Project and related actions, and to investigate and make findings and recommendations in connection therewith; and - 2 - PC2018-*** WHEREAS, by the adoption of a resolution concurrently with, but prior in time to, the adoption of this Resolution and pursuant to the provisions of CEQA, the State CEQA Guidelines, and the City's Local CEQA Procedure Manual, this Planning Commission found and determined and recommended that the City Council also find and determine that the Proposed Project will have a less than significant impact upon the environment with the implementation of the conditions of approval and the mitigation measures attached to that concurrent Resolution and contained in MMP No. 350 and that the City Council approve and adopt the Mitigated Negative Declaration and MMP No. 350; and WHEREAS, the Planning Commission, after due consideration, inspection, investigation and study made by itself, and after due consideration of, and based upon, all evidence and reports offered at said hearing, does hereby find: 1. That proposed General Plan Amendment No. 2017-00517 maintains the internal consistency of the General Plan, as the proposed modifications to the General Plan are consistent with Goals 5.1 and 6.1 of the Land Use Element of the General Plan to create and enhance dynamic, identifiable places for the benefit of Anaheim residents, employees and visitors and enhance the quality of life and economic vitality in Anaheim through strategic infill development and revitalization of existing development. 2. That proposed General Plan Amendment No. 2017-00517 would not be detrimental to the public interest, health, safety, convenience, or welfare of the City in that the proposed amendment to the General Plan would not change the Commercial-Recreation land use designation on the subject property. 3. That proposed General Plan Amendment No. 2017-00517 would maintain the balance of land uses within the City, in that the proposed amendment would provide for a hotel with a higher number of rooms in area of the City where hotel uses are encouraged. 4. The General Plan Land Use Map is unchanged, as the boundaries of the Commercial Recreation land use designation have not been modified; and WHEREAS, the Planning Commission determines that the evidence in the record constitutes substantial evidence to support the actions taken and the findings made in this Resolution, that the facts stated in this Resolution are supported by substantial evidence in the record, including testimony received at the public hearing, the staff presentations, the staff report and all materials in the project files. There is no substantial evidence, nor are there other facts, that detract from the findings made in this Resolution. The Planning Commission expressly declares that it considered all evidence presented and reached these findings after due consideration of all evidence presented to it. NOW, THEREFORE, BE IT RESOLVED that, based upon the aforesaid findings and determinations, the Planning Commission does hereby recommend that the City Council of the City of Anaheim approve and adopt General Plan Amendment No. 2017-00517 pertaining to Table LU-4 to reflect the “Medium Density (Modified)” density category as set forth in Exhibit “A” to this Resolution. - 3 - PC2018-*** THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting of June 25, 2018. Said resolution is subject to the appeal provisions set forth in Chapter 18.60 (Procedures) of the Anaheim Municipal Code pertaining to appeal procedures and may be replaced by a City Council Resolution in the event of an appeal. CHAIRPERSON, PLANNING COMMISSION OF THE CITY OF ANAHEIM ATTEST: SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Eleanor Morris, Secretary of the Planning Commission of the City of Anaheim, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Planning Commission of the City of Anaheim held on June 25, 2018, by the following vote of the members thereof: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: IN WITNESS WHEREOF, I have hereunto set my hand this 25th day of June, 2018. SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 4 - PC2018-*** EXHIBIT “A” NOTE: New words are shown in bold underline. TABLE LU-4: GENERAL PLAN DENSITY PROVISIONS FOR SPECIFIC AREAS OF THE CITY Location General Plan Land Use Designations Permitted Density The Mountain Park Area Low Medium Hillside Density Residential (Up to 6 du/ac) Low Medium Density Residential (Up to 16 du/ac) 485 2,015 (Up to 2,500 dwelling units) Area “A” (Parcel Map 94-205) Low-Medium Density Residential Up to 140 dwelling units The Disneyland Resort Specific Plan (SP 92-1) Area Commercial Recreation See Note No. 1 on next page. The Anaheim Resort Specific Plan (SP 92-2) Area Commercial Recreation See Note No. 2 on next page. Hotel Circle Specific Plan (SP 93-1) Area Commercial Recreation The Hotel Circle Specific Plan allows for a master planned hotel project including up to 969 hotel rooms and integrated guest oriented amenities including full-service restaurants, conference room/banquet facilities, pool and spa areas, tour bus/shuttle facilities, and pedestrian promenades and plaza areas with comprehensive landscaping. The Platinum Triangle Area Mixed-Use Residential Commercial Office Institutional Office High and Office Low Institutional Industrial Open Space 17,501 dwelling units 4,782,243 square feet 9,180,747 square feet 1,500,000 square feet 4,309,486 square feet* 3.0 FAR 0.5 FAR 0.1 FAR * The maximum FAR for properties designated Office-Low is 0.5; the maximum FAR for properties designated Office-High is 2.0. The Stonegate Development Area Low Density Residential Up to 35 dwelling units - 5 - PC2018-*** TABLE LU-4: GENERAL PLAN DENSITY PROVISIONS FOR SPECIFIC PLANS WITHIN THE ANAHEIM RESORT AND FOR THE PLATINUM TRIANGLE AREA (CONTINUED) Note No. 1: The Disneyland Resort Specific Plan provides for the development of an approximate 489.7 acre international multi-day vacation designation resort including ongoing modifications to the Disneyland theme park, the development of a new theme park, additional hotels and entertainment areas, administrative office facilities, new public and private parking facilities, and an internal transportation system. This development is within five planning Districts (Theme Park, Hotel, Parking, Future Expansion and District A) and a C-R Overlay, which allows development within the Overlay to either be consistent with the underlying Resort District or subject to the same land uses as in the Anaheim Resort Specific Plan No. 92-2 Zone. The Disneyland Resort Specific Plan also identifies maximum development density designations for hotel/motel development in the Hotel District (up to 5,600 hotel rooms for the entire District with up to 1,000 hotel rooms transferable to the Theme Park District), in District A (the maximum number of units permitted would be 75 hotel/motel rooms per gross acre or 75 hotel/motel rooms per parcel existing on June 29, 1993, whichever is greater) and the C-R Overlay (the maximum number of units permitted on a parcel would be the following: 1) for parcels designated Low Density – up to 50 hotel rooms per gross acre or 75 rooms, whichever is greater; and 2) for parcels designated Medium Density – up to 75 hotel rooms per gross acre or 75 rooms, whichever is greater; provided that for those parcels that are developed with hotel/motel rooms which exceeded the maximum density designation, the number of rooms existing on the date of adoption of The Disneyland Resort Specific Plan Ordinance may be rebuilt or modified at their existing density.) It should be noted that accessory uses may be developed as well as other visitor- serving commercial/retail and restaurant uses along with these hotel/motel uses. The Disneyland Resort Specific Plan also provides for the development of the Anaheim GardenWalk project pursuant to the Anaheim GardenWalk Overlay at the following density and subject to the approval of Conditional Use Permit No. 4078, as amended, to permit the following: up to 590,265 square feet of specialty retail, restaurants, and entertainment uses, including movie theaters; 1,628 hotel rooms/suites (including up to 500 vacation ownership units) and 278,817 square feet of hotel accessory uses; a transportation center, and 4,800 parking spaces. The Anaheim GardenWalk Overlay encompasses District A and the portion of the Parking District (East Parking Area)/CR Overlay south of Disney Way. Note No. 2: The Anaheim Resort Specific Plan (ARSP) provides for the development of approximately 581.3 acres within The Anaheim Resort. The ARSP is divided into two development areas. Development Area No. 1 is referred to as the C-R (Commercial Recreation) District which allows for hotels, motels, convention and conference facilities, as well as restaurants, retail shops and entertainment facilities. Development Area No. 2 is referred to as the PR (Public Recreation) District which encompasses the Anaheim Convention Center and associated parking facilities and provides for the orderly use of City-owned property as well as the existing Anaheim Hilton Hotel. The C-R District includes two overlays. The Mobilehome Park (MHP) Overlay, which encompasses existing mobilehome parks within the C-R District, provides development standards for mobilehome parks and regulations and procedures to mitigate relocation concerns and adverse effects of displacement upon mobilehome owners when a park is converted to another land use. The Anaheim Resort Residential Overlay, which applies to focused areas of the Specific Plan, provides for the incorporation of residential uses into hotel developments when such uses are fully integrated into a minimum 300-room full-service hotel. The Anaheim Resort Specific Plan also identifies maximum development density designations in the C-R District. These designations are based upon hotel/motel development and allow up to 20% of each hotel/motel project gross square footage, excluding parking facilities, to be developed with integrated (i.e., included within the main hotel/motel complex) accessory uses. These accessory uses will reduce the otherwise maximum permitted hotel/motel density at the rate of one hotel/motel room per six hundred (600) gross square feet of accessory use. For properties proposed to be developed with permitted and conditionally permitted uses other than hotels/motels with accessory uses, the traffic generation characteristics of said uses shall not exceed those associated with the otherwise permitted hotel/motel (including accessory uses) density as determined by the City Traffic and Transportation Manager prior to Final Site Plan review and approval. The maximum development density for each of the designations are as follows:  Low Density: up to 50 rooms per gross acre or 75 rooms per lot or parcel, whichever is greater;  Low-Medium Density: up to 75 rooms per gross acre or 75 rooms per lot or parcel, whichever is greater;  Low-Medium Density (Modified): up to 252 rooms and 75,593 square feet of accessory uses;  Medium Density: up to 100 rooms per gross acre or 75 rooms per lot or parcel, whichever is greater; and,  Medium Density (Modified): up to 345 rooms; and  Convention Center (CC) Medium Density: up to 125 rooms per gross acre with trip generation characteristics mitigated to the equivalent of 100 rooms per gross acre or 75 rooms per lot or parcel, whichever is greater. - 6 - PC2018-*** For those parcels that are developed with hotel/motel rooms which exceed the maximum density designation, the number of rooms existing on the date of adoption of the Anaheim Resort Specific Plan Ordinance may be rebuilt or modified at their existing density. For projects that are developed in accordance with the Anaheim Resort Residential Overlay, the maximum number of dwelling units allowed shall be less than the number of hotel rooms proposed and such projects shall not create infrastructure impacts greater than the subject property’s permitted hotel/motel density, as permitted by the property’s underlying C-R District density designation unless otherwise mitigated through subsequent environmental analysis. The maximum development density for the PR District is up to:  2,158,363 square feet of convention center/meeting space  100,000 square feet of outdoor programmable space  2,500 hotel rooms  180,000 square feet of commercial space [DRAFT] ATTACHMENT NO. 4 -1- PC2018-*** RESOLUTION NO. PC2018-*** A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ANAHEIM RECOMMENDING THAT THE CITY COUNCIL APPROVE AND ADOPT AMENDMENT NO. 15 TO THE ANAHEIM RESORT SPECIFIC PLAN NO. 92-2 (DEV2016-00114) (1414 AND 1441 SOUTH MANCHESTER AVENUE) WHEREAS, on April 29, 1986, City Council of the City of Anaheim adopted Ordinance No. 4709 to establish uniform procedures for the adoption and implementation of Specific Plans for the coordination of future development within the City, and “Zoning and Development Standards” when the Specific Plan includes zoning regulations and development standards to be substituted for existing zoning under the Zoning Code, which “Zoning and Development Standards” shall be adopted by ordinance independent of the rest of the Specific Plan; and WHEREAS, the City Council of the City of Anaheim adopted the Anaheim Resort Specific Plan No. 92-2 (“ARSP No. 92-2” or “Anaheim Resort Specific Plan”) on September 27, 1994, to provide a long range, comprehensive plan for future development of approximately 549- acres within The Anaheim Resort. The Specific Plan includes zoning and development standards, design guidelines and a public facilities plan, and permits the development of hotel/motel, convention, retail and other visitor-serving uses; and WHEREAS, in connection with the adoption of ARSP No. 92-2, the City Council certified Environmental Impact Report No. 313, with a Statement of Findings and a Statement of Overriding Consideration, and adopted Mitigation Monitoring Program No. 0085; and WHEREAS, on June 3, 1997, the City Council adopted Ordinance No. 5599 amending Ordinance No. 5454 relating to ARSP No. 92-2, Amendment No. 1, which amendment revised the legal description and boundaries of the Anaheim Resort Specific Plan by reclassifying and incorporating a 4.67-acre parcel into the ARSP No. 92-2 Zone; and WHEREAS, Amendment No. 2 to the ARSP No. 92-2, a request to amend the zoning and development standards to add "Coffee House" as a conditionally permitted accessory use in conjunction with an automobile service station, was denied by the Anaheim City Planning Commission on October 12, 1998, and the petition was subsequently withdrawn by the applicant at the January 26, 1999, City Council meeting; and WHEREAS, on May 18, 1999, the City Council adopted Ordinance No. 5685 amending Ordinance No. 5453 relating to Adjustment No. 1 to the ARSP No. 92-2, which adjustment amended the Zoning and Development Standards set forth in Chapter 18.48 of the Anaheim Municipal Code relating to structural setbacks and yard requirements to reflect the local street status of Convention Way; and WHEREAS, on July 27, 1999, the City Council adopted Ordinance No. 5964 amending Ordinance Nos. 5454 relating to Amendment No. 3 to ARSP No. 92-2, which amendment revised the legal description and boundaries of the ARSP by reclassifying and incorporating a 0.73-acre parcel into the ARSP No. 92-2 Zone; and -2- PC2018-*** WHEREAS, on September 21, 1999, the City Council adopted Ordinance No. 5703 relating to Adjustment No. 2 to the ARSP No. 92-2, which adjustment amended the Zoning and Development Standards set forth in Chapter 18.48 of the Anaheim Municipal Code relating to the minimum landscape setback requirement for properties adjacent to Manchester Avenue between Katella Avenue and the southern boundary of the ARSP Area; and WHEREAS, on May 1, 2001, the City Council adopted Ordinance No. 5769 relating to Adjustment No. 3 to the ARSP No. 92-2, which adjustment amended the Zoning and Development Standards set forth in Chapter 18.48 of the Anaheim Municipal Code relating to temporary parking requirements; and WHEREAS, on April 26, 2004, the City Council adopted Ordinance No. 5910 amending Ordinance No. 5453 relating to Adjustment No. 4 to the ARSP No. 92-2, which adjustment amended the Zoning and Development Standards set forth in Chapter 18.48 of the Anaheim Municipal Code relating to office uses in a legal non-conforming building; and WHEREAS, on June 8, 2004, the City Council adopted Ordinance No. 5920, amending Title 18 of the Anaheim Municipal Code in its entirety. Said amendment included Amendment No. 4 to the ARSP No. 92-2, which renumbered the codification of the Zoning Development Standards set forth in Chapter 18.48 to Chapter 18.116 and made modifications to said chapter intended to streamline the project review process; and WHEREAS, on June 8, 2004, the City Council adopted Ordinance No. 5922 amending Ordinance No. 5454 relating to Amendment No. 5 to the ARSP No. 92-2, which amendment revised the legal description and boundaries of the ARSP by reclassifying and incorporating 27 acres into the ARSP No. 92-2 Zone; and WHEREAS, on February 8, 2005, the City Council adopted Ordinance No. 5954 amending Ordinance No. 5453 relating to Amendment No. 6 to the ARSP No. 92-2, which amendment modified the Zoning and Development Standards pertaining to the establishment of mini-market/convenience markets as accessory uses in conjunction with a relocated service station and prohibition of tow truck operations in conjunction with service station facilities; and WHEREAS, on August 22, 2006, the City Council adopted Ordinance No. 6031, amending Ordinance No. 5453, relating to Adjustment No. 5 to the ARSP No. 92-2, which amended the Zoning Development Standards in its entirety to provide consistent formatting with Title 18 of the Anaheim Municipal Code along with minor modifications and clarifications; and WHEREAS, on September 12, 2006, the City Council adopted Ordinance No. 6036 amending Ordinance No. 5453 relating to Amendment No. 7 to the ARSP No. 92-2, which amendment modified the Zoning and Development Standards pertaining to the establishment of an ARR (Anaheim Resort Residential) Overlay to provide the opportunity to develop residential units in conjunction with high-quality, luxury hotels within targeted areas; and WHEREAS, on May 8, 2007, the City Council adopted Ordinance No. 6058 amending Ordinance No. 5453 relating to Amendment No. 8 to the ARSP No. 92-2, which amendment relates to modifications to the Zoning and Development Standards pertaining to development criteria for wholly-residential development within the ARR Overlay on a designated 26.7 acre site within the ARSP Area; and -3- PC2018-*** WHEREAS, on March 4, 2008, the City Council adopted Ordinance No. 6099 amending Ordinance No. 5453 relating to Amendment No. 9 to the ARSP No. 92-2, to repeal modifications to the Zoning and Development Standards, previously approved by Amendment No. 8 to the ARSP No. 92-2; and WHEREAS, on February 20, 2008, Anaheim City Planning Commission approved Specific Plan Amendment No. 10 to the ARSP No. 92-2 to construct a mixed use project consisting of a 105-room hotel on the western 1.5-acre portion of the project site adjacent to Harbor Boulevard, and a 191-unit, condominium complex, including nine live/work units, on the eastern 3.3-acre portion of the project site and the petition was subsequently withdrawn by the applicant; and WHEREAS, on March 4, 2008, City Council adopted Ordinance No. 6098 amending Ordinance No. 5453 relating to Amendment No. 11 to the ARSP No. 92-2 and to amend the General Plan to generally prohibit residential development within The Anaheim Resort unless such a project included environmental and economic analysis, city council approval and voter approval at a city election; and WHEREAS, on October 14, 2008, City Council adopted Ordinance No. 6117 amending Ordinance No. 5453 relating to Amendment No. 12 to the ARSP No. 92-2 to redesignate a 5.9 acre, “L”-shaped property at Ball Road and Walnut Street from Low-Density to Medium Density to develop a 120-room hotel; and WHEREAS, on April 14, 2009, City Council adopted Ordinance No. 6141 amending Ordinance No. 5453 relating to Amendment No. 13 to the ARSP No. 92-2 to create a new density category for the Commercial Recreation (C-R) District, called “Low Medium Density (Modified), modified Central Core and Special Intersection Landscape Treatment to allow special landscape and hardscape treatments at the corner of Harbor Boulevard and Katella Avenue; modified the sign code to allow a greater number and larger signs than currently permitted for hotels and accessory retail; allowed changeable copy signs for hotels when not visible from any public right-of-way, murals, and building integrated multi-tenant signs subject to approval of a conditional use permit; and WHEREAS, on June 5, 2012, City Council adopted Ordinance No. 6245 amending Ordinance No. 5453 relating to Adjustment No. 6 to the ARSP No. 92-2 to modify Code references and terminology for Restaurants with Outdoor Dining, Restaurants with Accessory Entertainment, Dance Venues, Massage Establishments, Amusement Devices, Amusement Arcades and Health Clubs to be consistent with Chapters 18.16 (Regulatory Permits) and 18.92 (Definitions) of Title 18 (Zoning Code); and, WHEREAS, on January 15, 2013, City Council adopted Ordinance No. 6265 approving Amendment No. 14 to the ARSP, amending portions of Chapter 18.116 of Title 18 of the Anaheim Municipal Code, in order to permit the maximum buildout of the Anaheim Resort Specific Plan area by up to 406,359 square feet of convention center space, 180,000 square feet of commercial development, 900 hotel rooms, and 40,000 square feet of hotel meeting/ballroom space. Prior to approving Amendment No. 14, the City Council, by Resolution No. 2012-158, on December 18, 2012, certified Final Supplemental Environmental Impact Report No. 2008-00340 (“FSEIR No. 340”), adopting Findings and a Statement of Overriding Considerations, adopting Mitigation Monitoring Program 85C, and a Water Supply Assessment to serve as the required environmental documentation for this request; and -4- PC2018-*** WHEREAS, on March 3, 2015, the City Council adopted Ordinance No. 6317, approving Adjustment No. 7 to the ARSP to amend Chapter 18.116, Table 116-C (Primary Uses and Structures: C-R District (Development Area 1) of Section 18.116.070 (Uses – Commercial Recreation (C-R) District (Development Area 1)) to prohibit “Computer Internet and Amusement Facilities,” in conjunction with a City-wide prohibition; and. WHEREAS, on October 18, 2016, the City Council adopted Ordinance No. 6382, approving Adjustment No. 8 to the ARSP to amend Chapter 18.116.030 (Definitions) to include a definition for “Concierge Lounge,” Table 116-C (Primary Uses and Structures: C-R District (Development Area 1), Table 116-D (Accessory Uses and Structures Integrated With a Permitted Primary Use: C-R District (Development Area 1)) and Table 116-E (Accessory Uses Incidental to and Integrated Within a Hotel or Motel Including Suite-Type Hotels, and Otherwise Limited Herein: C-R District (Development Area 1)) of Section 18.116.070 (Uses – Commercial Recreation (C-R) District (Development Area 1)) of Chapter 18.116 (Anaheim Resort Specific Plan No. 92-2 (SP 92-2) Zoning and Development Standards) of Title 18 (Zoning) to include (1) “Concierge Lounges” as a permitted accessory use; (2) “Alcoholic Beverage Manufacturing” as a permitted and conditionally permitted use subject to the requirements of Section 18.38.025; and (3) “Transitional and Supportive Housing” as a prohibited use in conjunction with a City-wide Zoning Code Update; and WHEREAS, on April 10, 2018, the City Council adopted Ordinance No. 6432, approving Adjustment No. 9 to the ARSP to amend Table 116-D (Accessory Uses and Structures Integrated with a Permitted Primary Use: C-R District (Development Area 1)) to permit Valet Parking as an accessory use, subject to approval of a minor conditional use permit; and WHEREAS, the Proposed Project identified as Amendment No. 15 to the Anaheim Resort Specific Plan, would create a new density category for the Commercial Recreation (C-R) District, called “Medium Density (Modified)” to redesignate certain real property situated in The Anaheim Resort area of the City of Anaheim, County of Orange, State of California as more particularly described in Exhibit “A” attached hereto and incorporated by this reference from the Low Medium Density to Medium Density (Modified); and WHEREAS, Exhibits “B,” “C” and “D” attached hereto and incorporated by this reference depict the proposes Medium Density (Modified) designation on the certain real property and the text of the ARSP proposed for amendment; and WHEREAS, the proposed Amendment No. 15 to the ARSP No. 92-2 would amend the specific plan document in its entirety, said proposed document is on file with the City of Anaheim Planning Department and incorporated by this reference; and WHEREAS, Amendment No. 15 to the Anaheim Resort Specific Plan (Specific Plan Amendment No. 92-2X) is proposed in conjunction with General Plan Amendment No. 2017- 00517; Variance No. 2017-05097, Final Site Plan No. 2017-00003, Minor Conditional Use Permit No. 2017-05949, and Administrative Adjustment No. 2017-00413 to construct a 223-room, dual branded hotel with 1,516 square feet of accessory retail space and 975 square feet of meeting space; and -5- PC2018-*** WHEREAS, pursuant to and in accordance with the provisions of the California Environmental Quality Act (Public Resources Code Section 21000 et seq.; herein referred to as “CEQA”), the State of California Guidelines for the Implementation of the California Environmental Quality Act (commencing with Section 15000 of Title 14 of the California Code of Regulations; herein referred to as the "CEQA Guidelines"), and the City's Local CEQA Procedure Manual, the City is the "lead agency" for the preparation and consideration of environmental documents for the Proposed Project; and WHEREAS, a draft Mitigated Negative Declaration was prepared in accordance with CEQA, the CEQA Guidelines and the City's Local CEQA Procedure Manual to evaluate the physical environmental impacts of the Proposed Project; and WHEREAS, in conformance with CEQA and the CEQA Guidelines, a Mitigation Monitoring Plan has been prepared for the Proposed Project and includes mitigation measures that are specific to the Proposed Project (herein referred to as "MMP No. 350"). A complete copy of MMP No. 350 is on file and can be viewed in the Planning Services Division of the City; and WHEREAS, the Planning Commission did hold a public hearing at the Anaheim Civic Center, Council Chamber, 200 South Anaheim Boulevard, on June 25, 2018, at 5:00 p.m., notice of said public hearing having been duly given as required by law and in accordance with the provisions of the Anaheim Municipal Code, to consider the Mitigated Negative Declaration and to hear and consider evidence for and against the Proposed Project and related actions, and to investigate and make findings and recommendations in connection therewith; and WHEREAS, by the adoption of a resolution concurrently with, but prior in time to, the adoption of this Resolution and pursuant to the provisions of CEQA, the State CEQA Guidelines, and the City's Local CEQA Procedure Manual, this Planning Commission found and determined and recommended that the City Council also find and determine that the Proposed Project will have a less than significant impact upon the environment with the implementation of the conditions of approval and the mitigation measures attached to that concurrent Resolution and contained in MMP No. 350 and that the City Council approve and adopt the Mitigated Negative Declaration and MMP No. 350; and WHEREAS, the Planning Commission, after due consideration, inspection, investigation and study made by itself, and after due consideration of, and based upon, all evidence and reports offered at said hearing, does hereby find: 1. The property proposed for the specific plan amendment and redesignation of the property to the Medium Density (Modified) density category has unique site characteristics and surroundings as it is located in the Anaheim Resort Specific Plan, an area of the City that is designated for tourist and visitor-serving uses. The proposed amendment would not change the boundaries of the existing Anaheim Resort Specific Plan. The Anaheim Resort Specific Plan is one of three specific plans that implement the General Plan’s Commercial-Recreation land use designation. The proposed amendment will not make any changes to the development standards that implement this designation. -6- PC2018-*** 2. The proposed amendment is consistent with the goals and policies of the General Plan, subject to, and depending upon the approval of General Plan Amendment No. 2017-00517, now pending, to redesignate the property located 1414 and 1441 South Manchester Avenue to the “Medium Density (Modified) density category. The specific plan amendment is also consistent with the purposes, standards and land use guidelines of the General Plan, as amended, in that the subject properties located in the Anaheim Resort Specific Plan are designated by the General Plan for Commercial Recreation land uses and the proposed project is for hotel development. 3. The proposed amendment would increase the development intensity permitted for the property for hotel use and allow continued development in accordance with the Anaheim Resort Specific Plan. The proposed amendment maintains the balance of land uses within the City by encouraging tourist and entertainment related industries in an area of the City specifically designated for this type of development. 4. The proposed amendment contributes to a balance of land uses throughout the City by increasing the development opportunity of a property designated for tourist-oriented uses within The Anaheim Resort, thereby encouraging commercial land uses at a location identified as such by the General Plan. 5. The proposed amendment respects environmental and aesthetic, and historic resources consistent with economic realities since all potential environmental impacts associated with the proposed project and the increase in density were analyzed, the proposed hotel would be an improvement upon the older hotel currently located on the site, and the existing Quality Inn and Suites hotel is not identified as a historic resource; and WHEREAS, the Planning Commission determines that the evidence in the record constitutes substantial evidence to support the actions taken and the findings made in this Resolution, that the facts stated in this Resolution are supported by substantial evidence in the record, including testimony received at the public hearing, the staff presentations, the staff report and all materials in the project files. There is no substantial evidence, nor are there other facts, that detract from the findings made in this Resolution. The Planning Commission expressly declares that it considered all evidence presented and reached these findings after due consideration of all evidence presented to it. NOW, THEREFORE, BE IT RESOLVED that, based upon the aforesaid findings and determinations, the Planning Commission does hereby recommend that the City Council of the City of Anaheim approve Amendment No. 15 to the Anaheim Resort Specific Plan as described above and contained in the attached Exhibits “B,” “C” and “D.” BE IT FURTHER RESOLVED that approval of Amendment No. 15 to the Anaheim Resort Specific Plan is subject to the approval of General Plan Amendment No. 2017-00517. -7- PC2018-*** THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting of June 25, 2018. Said resolution is subject to the appeal provisions set forth in Chapter 18.60 (Procedures) of the Anaheim Municipal Code pertaining to appeal procedures and may be replaced by a City Council Resolution in the event of an appeal. CHAIRPERSON, PLANNING COMMISSION OF THE CITY OF ANAHEIM ATTEST: SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Eleanor Morris, Secretary of the Planning Commission of the City of Anaheim, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Planning Commission of the City of Anaheim held on June 25, 2018, by the following vote of the members thereof: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: IN WITNESS WHEREOF, I have hereunto set my hand this 25th day of June, 2018. SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM -8- PC2018-*** -9- PC2018-*** EXHIBIT “B” NOTE: New words are shown in bold underline. 3.3.2 Commercial Recreation (C-R) District Development Density The ARSP establishes five density designations in the C-R District (Development Area 1) that will help assure that development of the area will be compatible with proposed infrastructure and with the goal to protect surrounding residential uses. These density designations are based upon hotel/motel development and allow up to 20% of each hotel/motel project gross square footage, excluding parking facilities, to be developed with integrated (i.e., included within the main hotel/motel complex) accessory uses. These accessory uses will reduce the otherwise maximum permitted hotel/motel density at the rate of one hotel/motel room per six hundred (600) gross square feet of accessory use. For properties proposed to be developed with permitted and conditionally permitted uses other than hotels/motels with accessory uses, the traffic generation characteristics of said uses shall not exceed those associated with the other-wise permitted hotel/motel (including accessory uses) density as determined by the Planning Director or designee prior to Final Site Plan review and approval. The five density categories established by the plan are:  Low Density (up to 50 hotel rooms/acre)  Low- Medium Density (up to 75 hotel rooms/acre)  Low-Medium Density (Modified) (up to 252 rooms and 75,593 square feet of accessory uses)  Medium Density (up to 100 hotel rooms/acre)  Medium Density (Modified) (up to 345 rooms)  Convention Center Medium Density (up to 125 hotel rooms/acre provided the trip generation characteristics are equivalent to 100 hotel rooms/acre) Exhibit 3.3-2, the C-R District Development Density Plan, identifies the location of each density designation within the C-R District. The areas with the Low Density designation are generally located where planned future infrastructure improvements will not support more intense development, or which are located further from the area's attractions. Areas with the Low-Medium and Medium Density designations are located where planned future infrastructure will be sufficient to accommodate these more intense levels of development, and which are located closer to the main attractions of The Anaheim Resort. Areas immediately adjacent to the Anaheim Convention Center have the Convention Center Medium designation in recognition that guests at these hotels typically do not have automobiles and, therefore, place fewer demands on area streets, one of the most important infrastructure factors that tend to limit development density. In addition, the Low Medium (Modified) density designation allows 252 hotel rooms and 75,593 square feet of commercial uses, which is equivalent to 378 hotel rooms, at the southeast corner of Katella Avenue and Harbor Boulevard and the Medium Density (Modified) density designation allows up to 345 rooms or its equivalent on South Manchester Avenue. -10- PC2018-*** EXHIBIT “C” Existing Exhibit 3.3-2 -11- PC2018-*** Proposed Exhibit 3.3-2 -12- PC2018-*** EXHIBIT “D” NOTE: New words are shown in bold underline. TABLE 116-B HOTEL/MOTEL ROOM DENSITY Density Category Maximum Density Low Density Up to 50 rooms per gross acre or 75 rooms per lot or parcel existing on the date of adoption of the Anaheim Resort Specific Plan (or for amended areas, the date of the adoption of the specific plan amendment), whichever is greater. Low-Medium Density Up to 75 rooms per gross acre or 75 rooms per lot or parcel existing on the date of adoption of the Anaheim Resort Specific Plan, whichever is greater, except that for that area identified in Ordinance No. 5694 as Area 8, the maximum density shall be 75 rooms per gross acre. Low-Medium Density (Modified) Up to 252 rooms and 75,593 square feet of accessory uses. Medium Density Up to 100 rooms per gross acre or 75 rooms per lot or parcel existing on the date of adoption of the Anaheim Resort Specific Plan, whichever is greater. Medium Density (Modified) Up to 345 rooms Convention Center (CC) Medium Density Up to 125 rooms per gross acre (with trip generation characteristics mitigated to the equivalent of 100 rooms per gross) or 75 rooms per lot or parcel existing on the date of adoption of the Anaheim Resort Specific Plan, whichever is greater. [DRAFT] ATTACHMENT NO. 5 - 1 - PC2018-*** RESOLUTION NO. PC2018-*** A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF ANAHEIM APPROVING VARIANCE NO. 2017-05097, FINAL SITE PLAN NO. 2017-00003, MINOR CONDITIONAL USE PERMIT NO. 2017-05949, AND ADMINISTRATIVE ADJUSTMENT NO. 2017-00413 AND MAKING CERTAIN FINDINGS IN CONNECTION THEREWITH (DEV2016-00114) (1414 and 1441 SOUTH MANCHESTER AVENUE) WHEREAS, the Planning Commission of the City of Anaheim (the "Planning Commission") did receive a verified petition for Variance No. 2017-05097, Final Site Plan No. 2017-00003, Minor Conditional Use Permit No. 2017-05949,and Administrative Adjustment No. 2017-00413 to permit a 6-story, 223-room hotel with a narrower street setback than required by the Anaheim Municipal Code (the "Code"), two wall signs that are visible from the same vantage point, valet parking and fewer parking spaces than required by the Code (the "Proposed Project"), for that certain real property located at 1414 and 1441 South Manchester Avenue in the City of Anaheim, County of Orange, State of California, as generally depicted on the map attached hereto as Exhibit A and incorporated herein by this reference (the "Property"); and WHEREAS, the Property is approximately 2.5 acres in size and is improved with two hotels. The Anaheim General Plan designates the Property for Commercial Recreation land uses. The Property is located within the boundaries of the Commercial Recreation (C-R) District (Development Area 1) of the Anaheim Resort Specific Plan area and is subject to the zoning and development standards set forth in Section 18.116.060 (Development Density Areas – Commercial Recreation (C-R) District (Development Area 1)) and Section 18.116.070 (Uses – Commercial Recreation (C-R) District (Development Area 1)) of Chapter 18.116 (Anaheim Resort Specific Plan No. 92-2 (SP 92-2) Zoning and Development Standards) of Title 18 (Zoning) of the Code; and WHEREAS, on September 20, 1994, the City Council adopted the Anaheim Resort Specific Plan to provide a long-range comprehensive plan for future development of approximately 549.5 acres surrounding The Disneyland Resort and Hotel Circle. The Anaheim Resort Specific Plan includes zoning and development standards, design guidelines, a streetscape program, and a public facilities plan, intended to maximize the area’s potential, guide future development, and ensure a balance between growth and infrastructure. The Anaheim Resort Specific Plan permits the development of hotel, convention, retail, and other visitor-serving uses as well as the infrastructure improvements that are needed to support future development; and WHEREAS, pursuant to and in accordance with the provisions of the California Environmental Quality Act (Public Resources Code Section 21000 et seq.; herein referred to as “CEQA”), the State of California Guidelines for Implementation of the California Environmental Quality Act (herein referred to as the "CEQA Guidelines"), and the City's Local CEQA Procedure Manual, the City is the "lead agency" for the preparation and consideration of environmental documents for the Proposed Project; and - 2 - PC2018-*** WHEREAS, in conformance with CEQA, the CEQA Guidelines and the City's Local CEQA Procedure Manual, a draft Mitigated Negative Declaration ("MND") was prepared to evaluate the physical environmental impacts of the Proposed Project; and WHEREAS, in conformance with CEQA, the CEQA Guidelines and the City's Local CEQA Procedure Manual, a Mitigation Monitoring Plan ("MMP No. 350") has been prepared for the Proposed Project and includes mitigation measures that are specific to the Proposed Project; and WHEREAS, the Planning Commission did hold a public hearing at the Civic Center in the City of Anaheim on June 25, 2018 at 5:00 p.m., notice of said public hearing having been duly given as required by law and in accordance with the provisions of Chapter 18.60 of the Code, to hear and consider evidence and testimony for and against the Proposed Project and to investigate and make findings and recommendations in connection therewith; and WHEREAS, by the adoption of a resolution concurrently with, but prior in time to, the adoption of this Resolution and pursuant to the provisions of CEQA, the CEQA Guidelines, and the City's Local CEQA Procedure Manual, this Planning Commission found and determined that the Proposed Project will have a less than significant impact upon the environment with the implementation of the conditions of approval and the mitigation measures attached to that concurrent Resolution and contained in MMP No. 350, and approved and adopted the Mitigated Negative Declaration and MMP No. 350; and WHEREAS, the Planning Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration of all evidence and reports offered at said hearing with respect to the request to construct a 223-room, six-story hotel with a narrower street setback than required by the Code and two wall signs that would be visible from the same vantage point, has determined that Variance No. 2017-05097 should be approved for the following reasons: SECTION NO. 18.116.090.020 Minimum Required Building and Landscape Setback. (30 feet required; 13 feet proposed) 1. That there are special circumstances applicable to the Property, including size, shape, location and surroundings, which do not apply to other properties under the identical zoning classification in the vicinity of the proposed Project. The property is irregularly-shaped, which presents unique challenges to this site not experienced by others. A variance of the street setback was previously-approved for the northern portion of the project site; the proposal would maintain a consistent street frontage along Manchester Avenue. 2. That, because of these special circumstances, strict application of the Zoning Code deprives the property of privileges enjoyed by other property under the identical zoning classification in the vicinity due to the limited developable area, specifically the irregular shape of the property. SECTION NO. 18.116.160.060 Business Identification Wall Signs – Hotel/Motel. (Wall signs may be on adjacent elevations as long as only one sign is legible at any time from any point on the adjacent right-of-way; two signs are proposed facing the same direction) - 3 - PC2018-*** 1. That there are special circumstances applicable to the Property, including size, shape, location and surroundings, which do not apply to other properties under the identical zoning classification in the vicinity of the proposed Project. The adjacent street and freeway are angled in such a way that signs on different elevations would not be visible from southbound traffic based on curve of the street to the north and the location of the existing building. The fact that two hotel brands will operate within the same building is also an unusual circumstance that the specific plan does not address. 2. That, because of these special circumstances, strict application of the Zoning Code deprives the property of privileges enjoyed by other property under the identical zoning classification in the vicinity since the intent of having signs on opposing elevations is to gain visibility from vehicles travelling both directions on the adjacent street; and; WHEREAS, the Planning Commission does find and determine that the request for Final Site Plan No. 2017-00003 should be approved for the following reasons: 1. Subject to compliance with the conditions of approval attached to this Resolution as Exhibit B and incorporated herein by this reference, the Final Site Plan, including its design and layout, complies with the Anaheim Resort Specific Plan No. 92-2 and is consistent with the zoning and development standards of said Specific Plan, as described in Chapter 18.116 of the Code. 2. The design and layout of the Proposed Project will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards. 3. The architectural design of the Proposed Project is compatible with the character of the surrounding hotels and development located within the land area of the Anaheim Resort Specific Plan. 4. The design of the Proposed Project will provide a desirable environment for its occupants, the visiting public, and its neighbors, through the appropriate use of materials, texture and color, and will remain aesthetically appealing and be appropriately maintained. 5. The Proposed Project will not be detrimental to the public health, safety or welfare, or materially injurious to the properties or improvements in the vicinity of the Proposed Project and; WHEREAS, the Planning Commission, after due inspection, investigation and study made by itself and in its behalf, and after due consideration of all evidence and reports offered at said hearing pertaining to the request for Minor Conditional Use Permit No. 2017-05949, does find and determine the following facts: 1. The proposed request to permit valet parking operations as an accessory use is allowable within the Anaheim Resort Specific Plan under Section 18.116.070.050 (Accessory Uses), of the Code, subject to a minor conditional use permit. 2. The proposed valet parking operations, under the conditions imposed, would be compatible with the hotel uses in the surrounding area. - 4 - PC2018-*** 3. The size and shape of the site are, under the conditions imposed, adequate to allow the full development of the proposed uses in a manner not detrimental to the particular area or to the health and safety because on-site circulation accommodates a vehicle drop off area that complies with City requirements based on the number of hotel rooms. Additionally, a valet operations plan was reviewed and approved by the Public Works Department, Traffic Engineering Division to, in part, ensure that operations do not result in any impacts to the public street. 4. The traffic generated by the proposed use, under the conditions imposed, will not impose an undue burden upon the streets and highways designed and improved to carry the traffic in the area, since valet operations do not result in an increase in the number of vehicles arriving at the site. 5. The granting of Minor Conditional Use Permit No. 2017-05949, under the conditions imposed, will not be detrimental to the health and safety of the citizens of the City of Anaheim as the proposed project will be compatible with the surrounding area through conditions of approval for the use and is not a health or safety risk to the citizens of the City of Anaheim; and WHEREAS, the Planning Commission does further find and determine that the request for Administrative Adjustment No. 2017-00413 should be approved for the following reasons: SECTION NO. 18.42.040.010 Minimum number of parking spaces. (275 spaces required; 227 spaces proposed) 1. That the variance, under the conditions imposed, if any, 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 based upon the observed peak parking demand as part of the parking demand analysis conducted on the project site surveying the existing parking demand experienced at the two hotels in operation. 2. That the variance, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon the public streets in the immediate vicinity of the proposed use because the on-site parking within the property will adequately accommodate the parking demands of the hotels. Additionally, on-street parking is not permitted on the adjacent public streets. 3. That the variance, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon adjacent private property in the immediate vicinity of the proposed use because the on-site parking will adequately accommodate the parking demands of the proposed hotels. 4. That the variance, under the conditions imposed, if any, will not increase traffic congestion within the off-street parking areas or lots provided for the proposed use because the project site provides adequate ingress and egress points to the property and are designed to allow for adequate on-site circulation. - 5 - PC2018-*** 5. That the variance, under the conditions imposed, will not impede vehicular ingress to or egress from adjacent properties upon the public streets in the immediate vicinity of the proposed use because the project site has existing ingress or egress access points that are designed to allow adequate on-site circulation; and WHEREAS, this Planning Commission determines that the evidence in the record constitutes substantial evidence to support the actions taken and the findings made in this Resolution, that the facts stated in this Resolution are supported by substantial evidence in the record, including testimony received at the public hearing, the staff presentations, the staff report and all materials in the project files. There is no substantial evidence, nor are there other facts, that detract from the findings made in this Resolution. This Planning Commission expressly declares that it considered all evidence presented and reached these findings after due consideration of all evidence presented to it. NOW, THEREFORE, BE IT RESOLVED that the Planning Commission does hereby approve Variance No. 2017-05097, Final Site Plan No. 2017-00003, Minor Conditional Use Permit No. 2017-05949,and Administrative Adjustment No. 2017-00413, subject to the conditions of approval set forth in Exhibit B attached hereto and incorporated herein by this reference. Extensions for further time to complete conditions of approval may be granted in accordance with Section 18.60.170 of the Code. Timing for compliance with conditions of approval may be amended by the Planning Director upon a showing of good cause provided (i) equivalent timing is established that satisfies the original intent and purpose of the condition, (ii) the modification complies with the Code, and (iii) the applicant has demonstrated significant progress toward establishment of the use or approved development. BE IT FURTHER RESOLVED, that any amendment, modification or revocation of this permit may be processed in accordance with Chapters 18.60.190 (Amendment to Permit Approval) and 18.60.200 (City-Initiated Revocation or Modification of Permits) of the Code. BE IT FURTHER RESOLVED that the Planning Commission does hereby find and determine that adoption of this Resolution is expressly predicated upon applicant's compliance with each and all of the conditions hereinabove set forth. Should any such condition, or any part thereof, be declared invalid or unenforceable by the final judgment of any court of competent jurisdiction, then this Resolution, and any approvals herein contained, shall be deemed null and void. BE IT FURTHER RESOLVED that approval of this application constitutes approval of the proposed request only to the extent that it complies with the Code and any other applicable City, State and Federal regulations. Approval does not include any action or findings as to compliance or approval of the request regarding any other applicable ordinance, regulation or requirement. - 6 - PC2018-*** THE FOREGOING RESOLUTION was adopted at the Planning Commission meeting of June 25, 2018. Said resolution is subject to the appeal provisions set forth in Chapter 18.60 (Procedures) of the Anaheim Municipal Code pertaining to appeal procedures and may be replaced by a City Council Resolution in the event of an appeal. CHAIRPERSON, PLANNING COMMISSION OF THE CITY OF ANAHEIM ATTEST: SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF ANAHEIM ) I, Eleanor Morris, Secretary of the Planning Commission of the City of Anaheim, do hereby certify that the foregoing resolution was passed and adopted at a meeting of the Planning Commission of the City of Anaheim held on June 25, 2018, by the following vote of the members thereof: AYES: COMMISSIONERS: NOES: COMMISSIONERS: ABSENT: COMMISSIONERS: IN WITNESS WHEREOF, I have hereunto set my hand this 25th day of June, 2018. SECRETARY, PLANNING COMMISSION OF THE CITY OF ANAHEIM - 7 - PC2018-*** - 8 - PC2018-*** EXHIBIT “B” Variance No. 2017-05097, Final Site Plan No. 2017-00003, Minor Conditional Use Permit No. 2017-05949, and Administrative Adjustment No. 2017-00413 (DEV2016-00114) NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT PRIOR TO ISSUANCE OF DEMOLITION PERMITS 1 MM 5.2-4: Prior to issuance of each grading permit (for Import/Export Plan) and prior to issuance of demolition permit (for Demolition Plan), the property owner/developer shall submit Demolition and Import/Export plans. The plans shall include identification of offsite locations for materials export from the project and options for disposal of excess material. These options may include recycling of materials onsite, sale to a soil broker or contractor, sale to a project in the vicinity or transport to an environmentally cleared landfill, with attempts made to move it within Orange County. The property owner/developer shall offer recyclable building materials, such as asphalt or concrete for sale or removal by private firms or public agencies for use in construction of other projects, if not all can be reused on the project site. Planning and Building Department, Planning Services Division 2 MM 5.3-1: Prior to the issuance of a demolition permit, grading permit, or building permit, whichever occurs first, a survey for active raptor nests shall be conducted by a qualified Biologist and submitted to the Planning and Building Department 30 days prior to commencement of any demolition or construction activities during the raptor nesting season (February 1 to June 30) and within 500 feet of a fan palm, juniper, or canary island pine. Should an active nest be identified, restrictions defined by a qualified Biologist will be placed on construction activities in the vicinity of any active nest observed until the nest is no longer active, as determined by a qualified Biologist. These restrictions may include a 300- to 500-foot buffer zone designated around a nest to allow construction to proceed while minimizing disturbance to the active nest. Once the nest is no longer active, construction can proceed within the buffer zone. Planning and Building Department, Planning Services Division 3 MM 5.3-2: Prior to the issuance of a demolition permit, grading permit, or building permit, whichever occurs first, a letter detailing the proposed schedule for vegetation removal activities shall be submitted to the Planning and Building Department, verifying that removal shall take place between August 1 and February 28 to avoid the bird nesting season. This would ensure that no active nests would be disturbed. If this is not feasible, then a qualified Biologist shall inspect any trees which would be impacted prior to demolition, grading or construction activities to ensure no nesting birds are present. If a nest is present, then appropriate minimization measures shall be developed by the Biologist. Planning and Building Department, Planning Services Division - 9 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 4 MM 5.7-1: Prior to issuance of the first grading or demolition permit, whichever occurs first, in areas of former service stations, in areas known or thought to have been previously occupied by USTs, and in areas where tank removal has not been verified prior to excavation or grading the property owner/developer shall retain the services of a qualified environmental professional to conduct an investigation for known, or the presence of, cryptic tanks, using geophysical methods. Soil sampling or a soil organic vapor survey may be required if soil sampling results are not available, or indicate contamination is present above regulatory guidelines. If warranted, subsurface investigation and sampling shall be undertaken in these areas, and appropriate remediation measures developed, if necessary, before demolition, excavation, or grading takes place in these areas. Fire Department 5 MM 5.7-4: Prior to issuance of the first grading or demolition permit, whichever occurs first the property owner/developer shall submit a plan for review and approval by the Fire Department which details procedures that will be taken if previously unknown USTs, or other unknown hazardous material or waste, is discovered onsite. Fire Department PRIOR TO ISSUANCE OF GRADING PERMIT 6 MM 5.4-1: Prior to issuance of each grading permit, the property owner/developer shall submit a letter identifying the certified archaeologist that has been hired to ensure that the following actions are implemented: a. The archaeologist must be present at the pre-grading conference in order to establish procedures for temporarily halting or redirecting work to permit the sampling, identification, and evaluation of artifacts if potentially significant artifacts are uncovered. If artifacts are uncovered and determined to be significant, the archaeological observer shall determine appropriate actions in cooperation with the property owner/developer for exploration and/or salvage. b. Specimens that are collected prior to or during the grading process will be donated to an appropriate educational or research institution. c. Any archaeological work at the site shall be conducted under the direction of the certified archaeologist. If any artifacts are discovered during grading operations when the archaeological monitor is not present, grading shall be diverted around the area until the monitor can survey the area. d. A final report detailing the findings and disposition of the specimens shall be submitted to the City Engineer. Upon completion of the grading, the archaeologist shall notify the City as to when the final report will be submitted. Public Works Department, Development Services Division - 10 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 7 MM 5.4-2: Prior to issuance of each grading permit, the property owner/developer shall submit a letter identifying the certified paleontologist that has been hired to ensure that the following actions are implemented: a. The paleontologist must be present at the pre-grading conference in order to establish procedures to temporarily halt or redirect work to permit the sampling, identification, and evaluation of fossils if potentially significant paleontological resources are uncovered. If artifacts are uncovered and found to be significant, the paleontological observer shall determine appropriate actions in cooperation with the property owner/developer for exploration and/or salvage. b. Specimens that are collected prior to or during the grading process will be donated to an appropriate educational or research institution. c. Any paleontological work at the site shall be conducted under the direction of the certified paleontologist. If any fossils are discovered during grading operations when the paleontological monitor is not present, grading shall be diverted around the area until the monitor can survey the area. Public Works Department, Development Services Division 8 MM 5.5-6: Prior to issuance of building or grading permits, the property owner/developer shall submit to the Planning and Building Department, Building Services Division geologic and geotechnical investigations in areas of potential seismic or geologic hazards and provide a note on plans that all grading operations will be conducted in conformance with the recommendations contained in the applicable geotechnical investigation. Planning and Building Department, Building Division 9 MM 5.8-1: Prior to issuance of the first grading or building permit, whichever occurs first, the property owner/developer shall submit a Master Drainage and Runoff Management Plan (MDRMP) for review and approval by the Public Works Department, Development Services Division and Orange County (OC) Public Works/OC Engineering. The Master Plan shall include, but not be limited to, the following items: a. Backbone storm drain layout and pipe size, including supporting hydrology and hydraulic calculations for storms up to and including the 100-year storm; and, b. A delineation of the improvements to be implemented for control of project-generated drainage and runoff. Public Works Department, Development Services Division 10 MM 5.8-2: Prior to issuance of a grading permit for sites that disturb more than one (1) acre of soil, the property owner/developer shall obtain coverage under the NPDES Statewide Industrial Stormwater Permit for General Construction Activities from the State Water Resources Control Board. Evidence of attainment shall be submitted to the Public Works Department, Development Services Division. Public Works Department, Development Services Division - 11 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 11 MM 5.12-6: Prior to issuance of each grading permit, the property owner/developer shall submit an emergency fire access plan to the Fire Department for review and approval to ensure that service to the site is in accordance with Fire Department service requirements. Fire Department 12 MM 5.14-3: Prior to approval of the first final subdivision map or issuance of the first building permit, whichever occurs first, the property owner/developer shall irrevocably offer for dedication (with subordination of easements), including necessary construction easements, the ultimate arterial highway right(s)-of-way adjacent to their property as shown in the Circulation Element of the Anaheim General Plan. Public Works Department, Development Services Division 13 MM 5.14-5: Prior to the issuance of grading permits, the property owner/developer shall provide to the City of Anaheim Public Works Department a plan to coordinate rideshare services for construction employees with the Anaheim Transportation Network (ATN) for review and a approval and shall implement ATN recommendations to the extent feasible. Public Works Department, Traffic Engineering Division 14 MM 5.14-19: Prior to the approval of the final subdivision map or issuance of building permits, whichever occurs first, the property owner/developer shall pay the identified fair-share responsibility as determined by the City as set forth in MM 5.14-15. The City shall allocate the property owner/developer’s fair-share contribution to traffic mitigation programs that result in improved traffic flow on the impacted mainline and ramp locations, via an agreement mutually acceptable to Caltrans and the City. Public Works Department, Traffic Engineering Division 15 MM 5.16-1: Prior to approval of a final subdivision map or issuance of a grading or building permit, whichever occurs first, the property owner/developer shall participate in the City’s Master Plan of Sewers and related Infrastructure Improvement (Fee) Program to assist in mitigating existing and future sanitary sewer system deficiencies as follows: The property owner/developer shall submit a report for review and approval of the City Engineer to assist in determining the following: a. If the development/redevelopment (1) does not discharge into a sewer system that is currently deficient or will become deficient because of that discharge and/or (2) does not increase flows or change points of discharge, then the property owner’s/developer’s responsibility shall be limited to participation in the Infrastructure Improvement (Fee) Program. b. If the development/redevelopment (1) discharges into a sewer system that is currently deficient or will become deficient because of that discharge and/or (2) increases flows or changes points of discharge, then the property owner/developer shall be required to guarantee mitigation to the satisfaction of the City Engineer and the City Attorney of the impact prior to approval of a final subdivision map or issuance of a grading or building permit whichever occurs first, Public Works Department, Development Services Division - 12 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT pursuant to the improvements identified in the South Central Area Sewer Deficiency Study. The property owner/developer shall be required to install the sanitary sewer facilities, as recommended by the South Central Area Sewer Deficiency Study, prior to acceptance for maintenance of public improvements by the City or final building and zoning inspections for the building/structure, whichever comes first. Additionally, the property owner/developer shall participate in the Infrastructure Improvement (Fee) Program, as determined by the City Engineer, which may include fees, credits, reimbursements, or a combination thereof. As part of guaranteeing the mitigation of impacts for the sanitary sewer system, the property owner/developer shall submit a sanitary sewer system improvement phasing plan for the project to the City Engineer for review and approval which shall contain, at a minimum, (1) a layout of the complete system, (2) all facility sizes, including support calculations, (3) construction phasing, and (4) construction estimates. The study shall determine the impact of the project sewer flows for total build out of the project and identify local deficiencies for each project component (i.e., each hotel). 16 MM 5.18-1: Prior to approval of a final subdivision map, or issuance of a grading or building permit, whichever occurs first, the property owner/developer shall participate in the City’s Master Plan of Storm Drains and related Infrastructure Improvement (Fee) Program to assist in mitigating existing and future storm drainage system deficiencies as follows: The property owner/developer shall submit a report for review and approval by the City Engineer to assist with determining the following: a. If the specific development/redevelopment does not increase or redirect current or historic storm water quantities/flows, then the property owner/developer’s responsibility shall be limited to participation in the Infrastructure Improvement (Fee) Program to provide storm drainage facilities in 10- and 25-year storm frequencies and to protect properties/structures for a 100-year storm frequency. b. If the specific development/redevelopment increases or redirects the current or historic storm water quantity/flow, then the property owner/developer shall be required to guarantee mitigation to the satisfaction of the City Engineer and City Attorney’s office of the impact prior to approval of a final subdivision map or issuance of a grading or building permit, whichever occurs first, pursuant to the improvements identified in the Master Plan of Drainage for the South Central Area. The property owner/developer shall be required to install the storm drainage facilities as recommended by the Master Plan of Drainage for the South Central Area to provide storm drainage facilities for 10- and 25-year storm frequencies and to protect Public Works Department, Development Services Division - 13 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT properties/structures for a 100-year storm frequency prior to acceptance for maintenance of public improvements by the City or final building and zoning inspection for the building/structure, whichever occurs first. Additionally, the property owner/developer shall participate in the Infrastructure Improvement (Fee) Program as determined by the City Engineer which could include fees, credits, reimbursements, or a combination thereof. As part of guaranteeing the mitigation of impacts on the storm drainage system, a storm drainage system improvement phasing plan for the project shall be submitted by the property owner/developer to the City Engineer for review and approval and shall contain, at a minimum, (1) a layout of the complete system; (2) all facility sizes, including support calculations; (3) construction phasing; and, (4) construction estimates. 17 MM 5.19-5: Prior to issuance of each grading and building permit, the Property Owner/Developer shall submit to the Planning Director or Planning Services Manager for approval a Construction Waste Management Plan that, at a minimum, specifies that at least 75 percent of non-hazardous construction and demolition debris shall be recycled or salvaged and identifies the materials to be diverted from disposal and whether the materials will be sorted on site or co-mingled. Planning and Building Department, Planning Services Division 18 MM 18-1: Prior to the issuance of any grading permit in which native soil is disturbed, the Applicant shall provide written evidence to the Planning Services Manager, that a Native American monitor has been retained to observe grading activities in native sediment and to recover and catalogue tribal cultural resources as necessary. The Native American monitor shall be present at the pre-grade conference, shall establish procedures for tribal cultural resource surveillance, and shall establish, in cooperation with the City, procedures for temporarily halting or redirecting work to permit the sampling, identification, and evaluation of the tribal cultural resource as appropriate. If the tribal cultural resources are found to be significant, the Native American observer shall determine appropriate actions, in cooperation with the County for exploration and/or recovery. Planning and Building Department, Planning Services Division ONGOING DURING PROJECT DEMOLITION AND CONSTRUCTION 19 MM 5.5-5: Ongoing during grading activities, the property owner/developer shall implement standard practices for all applicable codes and ordinances to prevent erosion to the satisfaction of the Planning and Building Department, Building Services Division. Planning and Building Department, Building Division 20 MM 5.7-6: Ongoing during project demolition and construction, in the event that hazardous waste, including asbestos, is discovered during site preparation or construction, the property owner/developer shall ensure that the identified hazardous waste and/or hazardous material are handled and disposed of in the manner specified by the State of California Hazardous Substances Control Law (Health and Safety Code, Division 20, Chapter 6.5), and according to the requirements of the California Administrative Code, Title 30, Chapter 22. Fire - 14 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 21 MM 5.7-3: Ongoing during remediation, all remediation activities of surface or subsurface contamination not related to USTs, conducted on behalf of the property owner/developer, shall be overseen by the Orange County Health Care Agency (OCHCA). Information on subsurface contamination from USTs shall be provided to the Public Utilities Department, Environmental Services Division. Santa Ana Regional Water Quality Control Board (SARWQCB) with a copy to Planning & Building. Note: Per a memo dated October 22, 2014 from the Public Utilities Department, as of July 1, 2014, the Environmental Services Division of the Public Utilities Department is no longer responsible for overseeing the cleanup of new UST cases, and the responsibility has been delegated to the Santa Ana Regional Water Quality Control Board (SARWQCB). However, the Anaheim Fire Department will still be responsible for overseeing the removal of USTs. (amended February 26, 2015). Fire Department Public Utilities Department Planning and Building Department, Building Division 22 MM 5.10-8: Ongoing during construction, property owners/developers shall pay for all reasonable costs associated with noise monitoring which shall include monitoring conducted by a certified acoustical engineer under the direction of the Planning and Building Department four times a year on a random basis to ensure that outdoor construction-related sound levels at any point on the exterior project boundary property line do not exceed 60 dBA between the hours of 7:00 PM and 7:00 AM of the following day where outside construction is occurring. If a complaint is received by the City, additional noise monitoring shall be conducted at the discretion of the City. If the monitoring finds that the 60 dBA threshold is being exceeded, construction activities will be modified immediately to bring the sound level below the 60 dBA requirement, with additional follow-up monitoring conducted to confirm compliance. Planning & Building Department, Planning Services Division PRIOR TO THE PLACEMENT OF BUILDING MATERIALS ON A BUILDING SITE 23 MM 5.12-13: Prior to the placement of building materials on a building site, an all-weather road shall be provided from the roadway system to and on the construction site and for fire hydrants at all times, as required by the Fire Department. Such routes shall be paved or, subject to the approval of the Fire Department, shall otherwise provide adequate emergency access. Every building constructed must be accessible to Fire Department apparatus. The width and radius of the driving surface must meet the requirements of Section 10.204 of the Uniform Fire Code, as adopted by the City of Anaheim. Fire Department PRIOR TO THE PLACEMENT OF BUILDING MATERIALS ON A BUILDING SITE 24 MM 5.12-5: Prior to commencement of structural framing on each parcel or lot, onsite fire hydrants shall be installed and charged by the property owner/developer as required and approved by the Fire Department. Fire Department - 15 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT PRIOR TO ISSUANCE OF BUILDING PERMITS 25 MM 5.4-6: Prior to the issuance of each building permit for a hotel development that exceeds 100 rooms per gross acre within the Commercial Recreation (C-R) District (Development Area 1) within the Convention Center (CC) Medium density category, the property owner shall record a covenant on the property requiring that ongoing during project implementation, the property owner/developer shall implement TDM measures sufficient to reduce the actual trip generation from the development to no more than the trips assumed by the City’s traffic model. The form of the covenant shall be approved by the City Attorney’s Office. Public Works Department, Traffic Engineering Division 26 Prior to issuance of building permits, the property owner shall record a covenant on the property that requires the parking structure to be operated, in perpetuity, as valet parking only. If City Standard Plan No. 471 is revised after the recordation of the covenant, resulting in the parking spaces shown in Final Site Plan meeting the revised City Standard, the requirement for valet parking may be eliminated subject to written approval from both the Public Works Director and the Planning Director. The form of the covenant shall be approved by the City Attorney’s Office prior to recordation. Proof of the covenant recordation shall be provided to the Public Works Department, Traffic Engineering Division. Public Works Department, Traffic Engineering Division 27 The property owner/developer shall provide a Traffic Management Plan to Caltrans for review before construction of the Project. The applicant shall coordinate with Caltrans to determine the format of the Traffic Management Plan. Public Works Department, Traffic Engineering Division 28 MM 12-2: The property owner/developer shall develop a sound barrier along the northern boundary of the pool area. The sound barrier shall be at least 6 feet in height and have a density of at least 3.5 pounds per square foot. Planning and Building Department, Planning Services Division 29 MM 5.1-2: Prior to issuance of building permits, all plumbing or other similar pipes and fixtures located on the exterior of the building shall be shown on plans as fully screened from view of adjacent public rights-of- way and from adjacent properties by architectural devices and/or appropriate building materials. A note indicating that these improvements will be installed prior to final building and zoning inspections shall be specifically shown on the plans submitted for building permits. Planning and Building Department, Planning Services Division 30 MM 5.1-11: Prior to issuance of each building permits, unless records indicate previous payment, a fee for street tree purposes shall be paid or cause to be paid to the City of Anaheim based on the length of street frontage in an amount as established by City Council resolution or credit against the fee given for City authorized improvements installed by the property owner/developer. Planning and Building Department, Building Division - 16 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 31 MM 5.1-12: Prior to issuance of each building permit, all air conditioning facilities and other roof and ground-mounted equipment shall be shown on plans as shielded from public view and the sound buffered to comply with City of Anaheim noise ordinances from any adjacent residential or transient-occupied properties. A note indicating that these improvements shall be installed prior to final building and zoning inspections shall be specifically shown on the plans submitted for building permits. Planning and Building Department, Planning Services Division 32 MM 5.2-2: Prior to the issuance of each building permit, the property owner/developer shall submit evidence that low emission paints and coatings are utilized in the design and construction of buildings, in compliance with SCAQMD regulations. The information shall be denoted on the project plans and specifications. The property owner/developer shall submit an architectural coating schedule and calculations demonstrating that VOC emissions from architectural coating operations would not exceed 75 pounds per day averaged over biweekly periods. The calculations shall show, for each coating, the surface area to be coated, gallons (or liters) of coating per unit surface area, and VOC content per gallon (or liter). The property owner/developer shall also implement the following to limit emissions from architectural coatings and asphalt usage: a. Use non-solvent-based coatings on buildings, wherever appropriate; b. Use solvent-based coatings, where they are necessary. Planning and Building Department, Building Division 33 MM 5.2-5: Prior to the issuance of each building permit, the property owner/developer shall comply with all SCAQMD offset regulations and implementation of Best Available Control Technology (BACT) and Best Available Retrofit Control Technology (BARCT) for any new or modified stationary source. Copies of permits shall be given to the Planning and Building Department. Planning and Building Department, Building Division 34 MM 5.2-6: Prior to the issuance of each building permit, the property owner/developer shall implement, and demonstrate to the City, measures that are being taken to reduce operation-related air quality impacts. These measures may include, but are not limited to the following: a. Improve thermal integrity of structures and reduced thermal load through use of automated time clocks or occupant sensors. b. Incorporate efficient heating and other appliances. c. Incorporate energy conservation measures in site orientation and in building design, such as appropriate passive solar design. d. Use drought-resistant landscaping wherever feasible to reduce energy used in pumping and transporting water. e. To the extent feasible, provide daycare opportunities for employees or participate in a joint development daycare center f. Install facilities for electric vehicle recharging, unless it is demonstrated that the technology for these facilities or availability of Planning and Building Department, Building Division - 17 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT the equipment current at the time makes this installation infeasible. 35 MM 5.5-1: Prior to issuance of each building permit, the property owner/developer shall submit to the Planning and Building Department, Building Services Division for review and approval, detailed foundation design information for the subject building(s), prepared by a civil engineer, based on recommendations by a geotechnical engineer. Planning and Building Department, Building Division 36 MM 5.5-2: Prior to issuance of each foundation permit, the property owner/developer shall submit a report prepared by a geotechnical engineer to the Planning and Building Department, Building Services Division for review and approval, which shall investigate the subject foundation excavations to determine if soft layers are present immediately beneath the footing site and to ensure that compressibility does not underlie the footing. Planning and Building Department, Building Division 37 MM 5.5-3: Prior to issuance of each building permit, the property owner/developer shall submit plans to the Planning Department, Building Services Division for review and approval showing that the proposed structure has been analyzed for earthquake loading and designed according to the most recent seismic standards in the California Building Code adopted by the City of Anaheim. Planning and Building Department, Building Division 38 MM 5.8-6: Prior to issuance of building permits, the property owner/developer shall provide written evidence that all storm drain, sewer, and street improvement plans shall be designed and constructed to the satisfaction of the City Engineer. Public Works Department, Development Services Division 39 MM 5.10-3: Prior to issuance of each building permit, for structures that are adjacent to noise-sensitive areas such as residences, the property owner/developer shall ensure that all mechanical ventilation units are shown on plans and installed in compliance with Sound Pressure Level Ordinance. Planning and Building Department, Building Division 40 MM 5.10-5: Prior to issuance of each building permit, a note shall be provided on building plans indicating that during construction, the property owner/developer shall install and maintain specially designed construction barriers at the project perimeter areas. The construction sound barriers shall be a minimum height of 8 feet with a minimum surface weight of 1.25 pounds per square foot or a minimum Sound Transmission Class (STC) rating of 25. The structure shall be a continuous barrier. Gates and other entry doors shall be constructed with suitable mullions, astragals, seals, or other design techniques to minimize sound leakage when in the closed position. Access doors should be self closing where feasible. Vision ports are permissible providing they are filled with an acceptable solid vision product. Planning and Building Department, Planning Services Division 41 MM 5.10-9: Prior to issuance of each building permit, the property owner/developer shall present plans and calculations to the Planning Department, Building Division to demonstrate that noise levels would be less than 65 dBA CNEL for outdoor use areas (including dining patios, pools, playgrounds, or outdoor gathering areas). This requirement can be Planning and Building Department, Building Division - 18 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT accomplished through shielding areas behind buildings or the construction of a noise barrier. 42 MM 5.10-10: Prior to issuance of each building permit, the property owner/developer shall present plans and calculations to the Planning and Building Department, Building Division to demonstrate that noise levels from planned mechanical ventilation equipment, loading docks, trash compactors, and other proposed on-site noise sources are designed to meet the City’s 60 dBA Sound Pressure Levels standard at the property line, and not create a noise increase greater than 5 dBA over existing ambient noise at the nearest noise sensitive receptor, whichever is more restrictive. Planning and Building Department, Building Division 43 MM 5.10-12: Prior to issuance of each building permit if pile driving and blasting is anticipated during construction, a noise and vibration analysis must be prepared and submitted to the Planning and Building Department, Building Division, to assess and mitigate potential noise and vibration impacts related to these activities. Planning and Building Department, Building Division 44 MM 5.12-2: Prior to the issuance of each building permit for a parking structure, the property owner/developer shall submit plans to the Police Department for review and approval indicating the provision of closed circuit television monitoring and recording or other substitute security measures as may be approved by the Police Department. Said measures shall be implemented prior to final building and zoning inspections. Police Department 45 MM 5.12-4: Prior to issuance of each building permit, the project design shall include parking lots and parking structures with controlled access points to limit ingress and egress if determined to be necessary by the Police Department, and shall be subject to the review and approval of the Police Department. Police Department 46 MM 5.12-7: Prior to issuance of each building permit; to be implemented prior to the final building and zoning inspection, plans shall indicate that all buildings, exclusive of parking structures, shall have sprinklers installed by the property owner/developer in accordance with the Anaheim Municipal Code. Said sprinklers shall be installed prior to each final building and zoning inspection. Fire Department 47 MM 5.12-8: Prior to issuance of each building permit, plans shall be submitted to ensure that development is in accordance with the City of Anaheim Fire Department Standards, including: a. Overhead clearance shall not be less than 14 feet for the full width of access roads. b. Bridges and underground structures to be used for Fire Department access shall be designed to support Fire Department vehicles weighing 75,000 pounds. c. All underground tunnels shall have sprinklers. Water supplies are required at all entrances. Standpipes shall also be provided when determined to be necessary by the Fire Department. Fire - 19 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT d. Adequate off-site public fire hydrants contiguous to the Specific Plan area and onsite private fire hydrants shall be provided by the property owner/developer. The precise number, types, and locations of the hydrants shall be determined during building permit review. Hydrants are to be a maximum of 400 feet apart. e. A minimum residual water pressure of 20 psi shall remain in the water system. Flow rates for public parking facilities shall be set at 1,000 to 1,500 gpm. 48 MM 5.12-9: Prior to issuance of the first building permit, the property owner/developer shall enter into an agreement recorded against the property with the City of Anaheim to pay or cause to be paid their fair share of the funding to accommodate the following, which will serve the Anaheim Resort Specific Plan area: a. One additional fire truck company. b. One additional paramedic company. c. Modifications to existing fire stations to accommodate the additional fire units, additional manpower, equipment and facilities. d. A vehicle equipped with specialty tools and equipment to enable the Fire Department to provide heavy search and rescue response capability. e. A medical triage vehicle/trailer, equipped with sufficient trauma dressings, medical supplies, stretchers, etc., to handle 1,000 injured persons, and an appropriate storage facility. The determination of the allocable share of costs attributable to the property owner/developer shall be based on an apportionment of the costs of such equipment/facilities among property owners/developers in the Hotel Circle Specific Plan Area, the Disneyland Resort Specific Plan Area and the Anaheim Resort Specific Plan Area or the otherwise defined service area, as applicable, depending on the area served. Note: To implement this mitigation measure, the City has adopted the Fire Protection Facilities and Paramedic Services Impact Fee Program. Compliance with this Program by the property owner/developer (per Ordinance No. 5496 and Resolution No. 95R-73 dated May 16, 1995) shall satisfy the requirements of this Mitigation Measure, or the City may enter into alternative financing arrangements. Fire Department 49 MM 5.12-11: Prior to issuance of each building permit, the property owner/developer shall submit a Construction Fire Protection Plan to the Fire Department for review and approval detailing accessibility of emergency fire equipment, fire hydrant location, and any other construction features required by the Fire Marshal. The property owner/developer shall be responsible for securing facilities acceptable to Fire Department - 20 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT the Fire Department and hydrants shall be operational with required fire flow. 50 MM 5.12-14: Prior to approval of building plans, the property owner/developer shall provide written evidence to the satisfaction of the Fire Department that all lockable pedestrian and/or vehicular access gates shall be equipped with “knox box” devices as required and approved by the Fire Department. Fire Department 51 MM 5.12-17: Prior to issuance of each building permit, the property owner/developer shall provide proof of compliance with Government Code Section 53080 (Schools). Planning and Building Department, Building Division 52 MM 5.12-19: Prior to the issuance of a building permit, the property owner/developer shall comply with the Anaheim Municipal Code, Section 17.08.385, Public Library Facilities Services Areas – Payment of Fees Required. Planning and Building Department, Building Division 53 MM 5.14-2: Prior to issuance of the first building permit for each building, the property owner/developer shall pay the appropriate Traffic Signal Assessment Fees and Transportation Impact and Improvement Fees to the City of Anaheim in amounts determined by the City Council Resolution in effect at the time of issuance of the building permit with credit given for City-authorized improvements provided by the property owner/developer. The property owner shall also participate in all applicable reimbursement or benefit districts, which have been established. Public Works Department, Traffic Engineering Division 54 MM 5.14-12: Prior to the issuance of the first building permit, the location of any proposed gates across a driveway shall be subject to the review and approval of the City Engineer. Gates shall not be installed across any driveway or private street in a manner which may adversely affect vehicular traffic on the adjacent public streets. Installation of any gates shall conform to the current version of Engineering Standard Detail No. 475. Public Works Department, Traffic Engineering Division 55 MM 5.14-13: Prior to the issuance of building permits, plans shall show that all driveways shall be constructed with a minimum fifteen (15) foot radius curb returns as required by the City Engineer, unless otherwise approved by the City Engineer. Public Works Department, Development Services Division 56 MM 5.14-14: Prior to the issuance of building permits or final map approval, whichever occurs first, security in the form of a bond, certificate of deposit, letter of credit, completion guarantee, or cash, in an amount and form satisfactory to the City Engineer shall be posted with the City to guarantee the satisfactory completion of all engineering requirements of the City of Anaheim, including preparation of improvement plans and installation of all improvements, such as curbs and gutters, sidewalks, water facilities, street grading and pavement, sewer and drainage facilities and other appurtenant work, as required by the City Engineer and in accordance with the specifications on file in the office of the City Engineer, as may be modified by the City Engineer. Installation of said Public Works Department, Development Services Division - 21 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT improvements shall occur prior to final building and zoning inspections. 57 MM 5.15-2: Prior to issuance of each building permit, all water supply planning for the project will be closely coordinated with, and be subject to the review and final approval of, the Public Utilities Department, Water Engineering Division and Fire Department. Public Utilities Department, Water Engineering 58 MM 5.15-3: Prior to issuance of each building permit, water pressure greater than 80 pounds per square inch (psi) shall be reduced to 80 psi or less by means of pressure reducing valves installed at the property owner/developer’s service. Public Utilities Department, Water Engineering 59 MM 5.15-4: Prior to the issuance of each building permit, the property owner/developer shall submit a landscape and irrigation plan which shall be prepared and certified by a licensed landscape architect. The irrigation plan shall specify methods for monitoring the irrigation system. The system shall ensure that irrigation rates do not exceed the infiltration of local soils, that the application of fertilizers and pesticides do not exceed appropriate levels of frequencies, and that surface runoff and overwatering is minimized. The landscaping and irrigation plans shall include water- conserving features such as low flow irrigation heads, automatic irrigation scheduling equipment, flow sensing controls, rain sensors, soil moisture sensors, and other water-conserving equipment. The landscaping and irrigation plans shall indicate that separate irrigation lines for recycled water shall be constructed and recycled water will be used when it becomes available. All irrigation systems shall be designed so that they will function properly with recycled water. Planning and Building Department, Planning Services Division 60 MM 5.15-6: Prior to issuance of each building permit, unless records indicate previous payment, the appropriate fees for Primary Mains, Secondary Mains and Fire Protection Service shall be paid to the Public Utilities Department, Water Engineering Division in accordance with Rule 15A, and Rule 20 of the Public Utilities Department Water Rates, Rules and Regulations. Public Utilities Department, Water Engineering Division 61 MM 5.17-1: Prior to issuance of each building permit, the property owner/develop shall consult with the City of Anaheim Public Utilities Department, Business and Community Programs Division, in order to review energy efficient measures to incorporate into the project design. Prior to the final building and zoning inspection, the property owner developer shall implement these energy efficient measures which may include the following: a. High-efficiency air-conditioning systems with EMS (computer) control b. Variable air volume (VAV) distribution c. Outside air (100%) economizer cycle d. Staged compressors or variable speed drives to flow varying thermal loads Public Utilities Department, Business and Community Programs Division - 22 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT e. Isolated HVAC zone control by floors/separable activity areas f. Specification of premium-efficiency electric motors (i.e., compressor motors, air-handling units, and fan-coil units) g. Use of occupancy sensors in appropriate spaces h. Use of compact fluorescent lamps i. Use of cold cathode fluorescent lamps j. Use of light emitting diode (LED) or equivalent energy-efficient lighting for outdoor lighting k. Use of Energy Star® exit lighting or exit signage. l. Use of T-8 lamps and electronic ballasts where applications of standard fluorescent fixtures are identified m. Use of lighting power controllers in association with metal-halide or high-pressure sodium (high intensity discharge) lamps for outdoor lighting and parking lots n. Consideration of thermal energy storage air-conditioning for spaces or facilities that may require air-conditioning during summer, day- peak periods. o. For swimming pools and spas, incorporate solar heating, automatic covers, and efficient pumps and motors, as feasible. p. Consideration for participation in Advantage Services Programs such as: i. New construction design review, in which the City cost-shares engineering for up to $10,000 for design of energy efficient buildings and systems ii. New Construction – cash incentives ($300 to $400 per kW reduction in load) for efficiency that exceeds Title 24 requirements Green Building Program – offers accelerated plan approval, financial incentives, waived plan check fees and free technical assistance. 62 MM 5.17-3: Prior to issuance of each building permit, the property owner/developer shall submit plans and calculations to the City of Anaheim Planning and Building Department, Building Division, to demonstrate that the energy efficiency of each building will exceed the Title 24 Energy Efficiency Standards for Residential and Nonresidential Buildings current at the time of application by at least 10 percent. Planning and Building Department, Building Division 63 MM 5.18-3: Prior to the issuance of building permits, the City shall require that building plans indicate that new developments will minimize stormwater and urban runoff into drainage facilities by incorporating design features such as detention basins, on-site water features, and other strategies. Public Works Department, Development Services Division - 23 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 64 MM 5.19-1: Prior to issuance of each building permit; to be implemented prior to final building and zoning Inspection, the property owner/developer shall submit project plans to the Public Works Department for review and approval to ensure that the plans comply with AB 939, the Solid Waste Reduction Act of 1989, as administered by the City of Anaheim and the County of Orange and City of Anaheim Integrated Waste Management Plans. Prior to final building and zoning inspection, implementation of said plan shall commence and shall remain in full effect. Waste management mitigation measures that shall be taken to reduce solid waste generation include, but are not limited to: a. Detailing the location and design of on-site recycling facilities. b. Providing on-site recycling receptacles to encourage recycling. c. Complying with all Federal, State and City regulation for hazardous material disposal. d. Participating in the City of Anaheim’s “Recycle Anaheim” program or other substitute program as may be developed by the City. In order to meet the requirements of the Solid Waste Reduction Act of 1989 (AB 939), the property owner/developer shall implement numerous solid waste reduction programs, as required by the Public Works Department, including, but not limited to: a. Facilitating recycling by providing chutes or convenient locations for sorting and recycling bins. b. Facilitating cardboard recycling (especially in retail areas) by providing adequate space and centralized locations for collection and storing. c. Facilitating glass recycling (especially from restaurants) by providing adequate space for sorting and storing. d. Providing trash compactors for non-recyclable materials whenever feasible to reduce the total volume of solid waste and the number of trips required for collection. e. Prohibiting curbside pick-up. Public Works Department, Streets and Sanitation Division 65 MM 5.19-3: Prior to issuance of building permits, plans shall show that trash storage areas shall be provided and maintained in a location acceptable to the City of Anaheim Department of Public Works, Operations Division. On an ongoing basis, trash storage areas shall be provided and maintained in accordance with approved plans on file with said Department. Public Works Department, Streets and Sanitation Division 66 MM 5.19-4: Prior to issuance of each building permit, the Property Owner/Developer shall demonstrate that the plans include provisions for the installation of trash and recycle receptacles near all benches and near high traffic areas such as plazas, transit stops and retail and dining Public Works Department, Streets and Sanitation Division - 24 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT establishments. PRIOR TO APPROVAL OF WATER PLANS 67 MM 5.12-15: Prior to approval of on-site water plans, unless each commercial building is initially connected to separate fire services, an unsubordinated covenant satisfactory to the City Attorney’s Office shall be recorded prohibiting any individual sale of buildings until separate fire services are installed in the building(s) subject to the sale. Fire Department 68 MM 5.12-16: Prior to approval of water improvement plans, the water supply system shall be designed by the property owner/developer to provide sufficient fire flow pressure and storage for the proposed land use and fire protection services in accordance with Fire Department requirements. Fire Department ONGOING DURING CONSTRUCTION 69 MM 5.2-3: Ongoing during construction, the property owner/developer shall implement measures to reduce construction-related air quality impacts. These measures shall include, but are not limited to: 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 of chemical soil stabilizers to exposed soils after grading is completed and replacing ground cover in disturbed areas as quickly as practicable. b. For projects where there is excavation for subterranean facilities (such as parking) on-site haul roads shall be watered at least every two hours or the on-site haul roads shall be paved. c. Enclosing, covering, watering twice daily, or applying approved soil binders, according to manufacturer’s specification, to exposed piles. d. 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. e. 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. f. Trucks importing or exporting soil material and/or debris shall be covered prior to entering public streets. g. Taking preventive measures to ensure that trucks do not carry dirt on tires onto public streets, including treating onsite roads and staging areas. h. Preventing trucks from idling for longer than 2 minutes. Planning and Building Department, Building Division - 25 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT i. Manually irrigate or activate irrigation systems necessary to water and maintain the vegetation as soon as planting is completed. j. Reduce Traffic speeds on all unpaved road surfaces to 15 miles per hour or less. k. Suspend all grading operations when wind speeds (as instantaneous gust) exceed 25 miles per hour and during first and second stage smog alerts. l. Comply with SCAQMD Rule 402, which states that no dust impacts offsite are sufficient to be called a nuisance, and SCAQMD Rule 403, which restricts visible emissions from construction. m. Use low emission mobile construction equipment (e.g., tractors, scrapers, dozers, etc.) where practicable. n. Utilize existing power sources (e.g., power poles) or clean-fuel generators rather than temporary power generators, where practicable. o. Maintain construction equipment engines by keeping them properly tuned. p. Use low sulfur fuel for equipment, to the extent practicable. 70 MM 5.10-1: Ongoing during construction, the property owner/developer shall ensure that all internal combustion engines on construction equipment and trucks are fitted with properly maintained mufflers. Planning and Building Department, Building Division 71 MM 5.10-6: Ongoing during construction and project operation, pressure washing operations for purposes of building repair and maintenance due to graffiti or other aesthetical considerations shall be limited to daytime hours of operation between 7:00 AM and 8:00 PM. Planning and Building Department, Building Division 72 MM 5.10-7: Ongoing during construction and project operation, sweeping operations in the parking facilities and private on-site roadways shall be performed utilizing sweeping/scrubbing equipment which operate at a level measured not greater than 60 dBA at the nearest adjacent property line. Planning and Building Department, Building Division 73 MM 5.14-7: Ongoing during construction, if the Anaheim Police Department or the Anaheim Traffic Management Center (TMC) personnel are required to provide temporary traffic control services, the property owner/developer shall reimburse the City, on a fair-share basis, if applicable, for reasonable costs associated with such services. Police Department Public Works Department, Traffic Engineering Division PRIOR TO FINAL BUILDING AND ZONING INSPECTION 74 MM 5.1-5: Prior to final building and zoning inspections, private streets within the Anaheim Resort Specific Plan area shall have street lights installed which are compatible with the design standards used for the public streets as determined by the Public Utilities Department. Public Utilities Department, Electrical Utilities Division - 26 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 75 MM 5.1-6: Prior to final building and zoning inspections, root and sidewalk barriers shall be provided for trees within seven feet of public sidewalks. Planning and Building Department, Planning Services Division 76 MM 5.1-7 and 5.8-4: Prior to final building and zoning inspections, the property owner/developer shall submit to the Planning and Building Department a letter from a licensed landscape architect certifying that all landscaping and irrigation systems have been installed in accordance with landscaping plans approved in connection with the Final Site Plan. Planning and Building Department, Planning Services Division 77 MM 5.5-4: Prior to the final building and zoning inspection for a hotel/motel, the property owner/developer shall submit an earthquake emergency response plan for review and approval by the Fire Department. The plan shall require posted notices in all hotel rooms on earthquake safety procedures and incorporate ongoing earthquake training for hotel staff to the satisfaction of the Fire Department. Fire Department 78 MM 5.8-5: Prior to final building and zoning inspection, the property owner/developer shall install piping on-site with project water mains so that reclaimed water may be used for landscape irrigation, if and when it becomes available. Public Utilities Department, Water Engineering Division 79 MM 5.12-10: Prior to each final building and zoning inspection, the property owner/developer shall place emergency telephone service numbers in prominent locations as approved by the Fire Department. Fire Department 80 MM 5.14-4: Prior to the final building and zoning inspection, the property owner shall join and financially participate in a clean fuel shuttle program such as the Anaheim Resort Transit system, and shall participate in the Anaheim Transportation Network in conjunction with the on-going operation of the project. The property owner shall also record a covenant on the property that requires participation in these programs ongoing during project operation. The form of the covenant shall be approved by the City Attorney’s Office prior to recordation. Public Works 81 MM 5.14-8: Prior to the final building and zoning inspection, the property owner shall record a covenant on the property requiring that ongoing during project implementation, the property owner/developer shall implement and administer a comprehensive Transportation Demand Management (TDM) program for all employees. The form of the covenant shall be approved by the City Attorney’s Office. Objectives of the TDM program shall be: a. Increase ridesharing and use of alternative transportation modes by guests. b. Provide a menu of commute alternatives for employees to reduce project-generated trips. c. Conduct an annual commuter survey to ascertain trip generation, trip Public Works Department, Traffic Engineering Division - 27 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT origin, and Average Vehicle Ridership. 82 MM 5.14-9: Prior to the final building and zoning inspection, the property owner/developer shall provide to the City of Anaheim Public Works Department for review and approval a menu of TDM program strategies and elements for both existing and future employees’ commute options, and incentives for hotel patrons’ transportation options. These options may include, but are not limited to, the list below. The property owner shall also record a covenant on the property requiring that the approved TDM strategies and elements be implemented ongoing during project operation. The form of the covenant shall be approved by the City Attorney’s Office prior to recordation. a. On-site services. Provide, as feasible and permitted, on-site services such as the food, retail, and other services. b. Ridesharing. Develop a commuter listing of all employee members for the purpose of providing a “matching” of employees with other employees who live in the same geographic areas and who could rideshare. c. Vanpooling. Develop a commuter listing of all employees for the purpose of matching numbers of employees who live in geographic proximity to one another and could comprise a vanpool or participate in the existing vanpool programs. d. Transit Pass. Promote Orange County Transportation Authority (including commuter rail) passes through financial assistance and on- site sales to encourage employees to use the various transit and bus services from throughout the region. e. Shuttle Service. Generate a commuter listing of all employees living in proximity to the project, and offer a local shuttle program to encourage employees to travel to work by means other than the automobile. When appropriate, event shuttle service shall also be made available for guests. f. Bicycling. Develop a Bicycling Program to offer a bicycling alternative to employees. Secure bicycle racks, lockers, and showers should be provided as part of this program. Maps of bicycle routes throughout the area should be provided to inform potential bicyclists of these options. g. Guaranteed Ride Home Program. Develop a program to provide employees who rideshare, or use transit or other means of commuting to work, with a prearranged ride home in a taxi, rental car, shuttle, or other vehicle, in the event of emergencies during the work shift. h. Target Reduction of Longest Commute Trip. Promote an incentive program for ridesharing and other alternative transportation modes to put highest priority on reduction of longest employee commute trips. Public Works Department, Traffic Engineering Division - 28 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT i. Work Shifts. Stagger work shifts. j. Compressed Work Week. Develop a “compressed work week” program, which provides for fewer work days but longer daily shifts as an option for employees. k. Telecommuting. Explore the possibility of a “telecommuting” program that would link some employees via electronic means (e.g., computer with modem). l. Parking Management. Develop a parking management program that provides incentives to those who rideshare or use transit means other than single-occupant auto to travel to work. m. Access. Provide preferential access to high occupancy vehicles and shuttles. n. Financial Incentive for Ridesharing and/or Public Transit. Offer employees financial incentives for ridesharing or using public transportation. Currently, federal law provides tax-free status for up to $65 per month per employee contributions to employees who vanpool or use public transit including commuter rail and/or express bus pools. o. Financial Incentive for Bicycling. Offer employees financial incentives for bicycling to work. p. Special “Premium” for the Participation and Promotion of Trip Reduction. Offer ticket/passes to special events, vacations, etc. to employees who recruit other employees for vanpool, carpool, or other trip reduction programs. q. Incentive Programs. Design incentive programs for carpooling and other alternative transportation modes so as to put highest priority on reduction of longest commute trips. 83 MM 5.14-21: Prior to the final building and zoning Inspection every property owner and/or lessee shall designate an on-site contact that will be responsible for coordinating with the ATN and implementing all trip mitigation measures. The on-site coordinator shall be the one point of contact representing the project with the ATN. The TDM requirements shall be included in the lease or other agreement with all of the project participants. Public Works Department, Traffic Engineering Division 84 MM 5.15-7: Prior to final building and zoning inspections, a separate water meter shall be installed for landscape water on all projects where the landscape area exceeds 2,500 square feet in accordance with Ordinance No. 6160. Planning and Building Department, Planning Services Division 85 MM 5.17-2: Prior to final building and zoning inspection, the property owner/developer shall install an underground electrical service from the Public Utilities Distribution System. The Underground Service will be installed in accordance with the Electric Rules, Rates, Regulations and Public Utilities Department, Electrical Utilities Division - 29 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT Electrical Specifications for Underground Systems. Electrical Service Fees and other applicable fees will be assessed in accordance with the Electric Rules, Rates, Regulations and Electrical Specifications for Underground Systems. ONGOING 86 The property owner/developer shall limit reservation of the meeting room to guests of the hotel. Planning and Building Department, Planning Services Division 87 MM 5.1-3: Ongoing, the property owner/developer shall be responsible for the removal of any on-site graffiti within 24 hours of its application. Planning and Building Department, Planning Services Division 88 MM 5.1-8: Ongoing, all on-site non-Public Realm landscaping and irrigation systems, and Public Realm landscaping and irrigation systems, within area in which dedication has not been accepted by the City, shall be maintained by the property owner/developer, in compliance with City standards. Planning and Building Department, Planning Services Division 89 MM 5.1-9: Ongoing, any tree planted within the Setback Realm shall be replaced in a timely manner in the event that it is removed, damaged, diseased and/or dead. Planning and Building Department, Planning Services Division 90 MM 5.1-10: Ongoing, a licensed arborist shall be hired by the property owner/developer to be responsible for all tree trimming. Planning and Building Department, Planning Services Division 91 MM 5.2-1: Ongoing during project operation, the property owner/developer shall implement measures to reduce emissions to the extent practical, schedule goods movements for off-peak traffic hours, and use clean fuel for vehicles and other equipment, as practicable. Planning and Building Department, Planning Services Division 92 MM 5.8-3: Ongoing during project operations, the property owner/developer shall provide for the following: cleaning of all paved areas not maintained by the City of Anaheim on a monthly basis, including, but not limited to, private streets and parking lots. The use of water to clean streets, paved areas, parking lots, and other areas and flushing the debris and sediment down the storm drains shall be prohibited. Public Works Department, Development Services Division - 30 - PC2018-*** NO. CONDITIONS OF APPROVAL RESPONSIBLE DEPARTMENT 93 MM 5.12-3: Ongoing during project operation, the property owner/developer shall provide private security on the premises to maintain adequate security for the entire project subject to review and approval of the Police Department. The use of security patrols and electronic security devices (i.e., video monitors) should be considered to reduce the potential for criminal activity in the area. Police Department 94 MM 5.15-9: Ongoing, the City shall continue to collaborate with the Metropolitan Water District of Southern California (MWD), its member agencies, and the Orange County Water District (OCWD) to ensure that available water supplies meet anticipated demand. If it is forecasted that water demand exceeds available supplies, staff shall recommend to City Council to trigger application of the Water Conservation Ordinance (Anaheim Municipal Code, §10.18), as prescribed, to require mandatory conservation measures as authorized by Sections 10.18.070 through 10.18.090, as appropriate. Public Utilities Department, Water Engineering Division 95 MM 5.19-2: Ongoing during project operation, the following practices shall be implemented, as feasible, by the property owner/developer: a. Usage of recycled paper products for stationary, letterhead, and packaging. b. Recovery of materials such as aluminum and cardboard. c. Collection of office paper for recycling. d. Collection of polystyrene (foam) cups for recycling. e. Collection of glass, plastics, kitchen grease, laser printer toner cartridges, oil, batteries, and scrap metal for recycling or recovery. Public Works Department, Street and Sanitation Division A T T A C H M E N T N O . 6 A T T A C H M E N T N O . 7 A T T A C H M E N T N O . 8 A T T A C H M E N T N O . 9 DUAL BRAND HOME 2 SUITES & HILTON GARDEN INN HOTEL PARKING STUDY March 19, 2018 ATTACHMENT NO. 10 DUAL BRAND HOME 2 SUITES & HILTON GARDEN INN HOTEL PARKING STUDY March 19, 2018 Prepared by: Tom Huang, TE ■ Carl Ballard, LEED GA Kunzman Associates, Inc. 1111 Town & Country Road, Suite 34 ■ Orange, California 92868 5005 La Mart Drive, Suite 201 ■ Riverside, California 92507 (714) 973-8383 ■ www.traffic-engineer.com JN 7174 1111 Town & Country Road, Suite 34 (714) 973-8383 5005 La Mart Drive, Suite 201 Orange, California 92868 www.traffic-engineer.com Riverside, California 92507 March 19, 2018 Mr. Sajan Patel, Chief Technology Officer NARA HOTELS 1441 South Manchester Avenue Anaheim, CA 92802 Dear Mr. Patel: INTRODUCTION The firm of Kunzman Associates, Inc. is pleased to provide this parking study for the proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project located at 1441 South Manchester Avenue in the City of Anaheim. The project site is currently occupied with two existing hotels: the Holiday Inn Express hotel and the Quality Inn & Suites hotel which are both currently operational. The proposed project consists of constructing a new 223 room hotel and demolishing the existing 125 room Quality Inn & Suites hotel. The existing 101 room Holiday Inn Express hotel will remain on the site. The hotel project will have meeting rooms with a combined area of 975 square feet that should be considered hotel ancillary use because they are used occasionally by the hotel room guests and are not for outside rental to the public. The on- site restaurants are also considered hotel ancillary use for the hotel guests only. The proposed hotel project will include 1,675 square feet of retail space. The purpose of this parking study to determine if the project’s proposed 227 parking spaces are sufficient to accommodate the peak parking demand forecast for both the new Dual Brand Home 2 Suites and Hilton Garden Inn hotel and the existing Holiday Inn Express hotel. The peak parking demand will be calculated using the observed parking ratio based on the actual parking surveys conducted at the two existing hotels. The proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project is a similar hotel product comparable to the existing Holiday Inn Express hotel and the existing Quality Inn & Suites hotel; and therefore, it is appropriate to utilize the empirical parking data from these 2 existing hotels to estimate the future parking demand of the proposed project. PROJECT DESCRIPTION The project site is located at 1441 South Manchester Avenue in the City of Anaheim. The project location map is shown on Figure 1. The project site is currently occupied with two existing hotels: the Holiday Inn Express hotel and the Quality Inn & Suites hotel which are both currently operational. The proposed project consists of constructing a new 223 room hotel and demolishing the existing 125 room Quality Inn & Suites hotel. The existing 101 room Holiday Inn Express hotel will remain on the site. The proposed hotel project has meeting rooms with a combined area of 975 square feet that should be considered hotel ancillary use because they are used occasionally by the hotel room guests and are not for outside rental to the public. The on-site restaurants are also considered hotel ancillary use for the hotel guests only. Mr. Sajan Patel, Chief Technology Officer NARA HOTELS March 19, 2018 www.traffic-engineer.com 2 The proposed hotel project will include 1,675 square feet of retail space. The applicant estimated that it will require a total of 20 employees to serve both the proposed and existing hotels. The proposed site plan provides a total of 227 on-site parking spaces within the indoor parking levels of the new building and on the surface parking lot. The site plan is illustrated on Figure 2. CITY PARKING CODE REQUIREMENTS The City of Anaheim has a specific parking rate for a hotel and its other associated uses. The City of Anaheim municipal parking code are included in Appendix B. The City parking code requirement for a hotel is “0.8 space per guest room, plus 8 spaces per 1,000 square feet of Gross Floor Area (GFA) for banquet/meeting room, plus 8 spaces per 1,000 square feet of GFA for full-service, outdoor dining, walk- up and fast-food restaurants, plus 5.5 spaces per 1,000 square feet of GFA for take-out restaurants integrated into the hotel complex, plus 1 space per 1,000 square feet of retail space plus 0.25 space for each employee working in the guest room areas.” Table 1 shows parking code requirement calculations for the existing Holiday Inn Express hotel and the proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project. As shown in Table 1, the parking code will require a total of 275 parking spaces. Since the project is providing 227 on-site parking spaces, there is a parking deficit of 48 parking spaces based on the City parking code requirement. It is recommended that the peak parking demand should be estimated using the observed parking ratio based on the actual parking survey conducted at the two existing, operational hotels because of the following reasons: ■ The existing Holiday Inn Express hotel is currently operational, and its actual parking demand could be observed based on the parking survey. It seems that actual parking demand of the existing hotel is less than the City code requirement because there appears to be surplus parking supply. ■ The proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project is a similar hotel product comparable to the existing Holiday Inn Express and the existing Quality Inn & Suites hotels, and it is reasonable to assume that the observed parking ratio from the parking survey will be similar between the proposed hotel project and the existing hotels. Therefore, it is appropriate to utilize the empirical parking data from the 2 existing hotels to estimate the future parking demand of the proposed project. EXISTING PARKING SURVEYS Parking surveys for the existing site with the two existing hotels were conducted during a typical Friday (November 17, 2017) and Saturday (November 18, 2017). A 12-hour parking count was conducted from 9:00 AM to 9:00 PM at 30-minute intervals for each survey date. The hotel check-out time is 11:00 AM and the hotel check-in time is 3:00 PM. According to hotel management, most of the guests are tourists and take advantage of the late check-out time of 11:00 AM by checking out between 9:00 AM and 11:00 AM. A second set of morning parking counts has been conducted from 5:00 AM to 9:00 AM on Friday, March 2, 2018 and Saturday, March 3, 2018. The existing parking lot for the two existing hotels currently Mr. Sajan Patel, Chief Technology Officer NARA HOTELS March 19, 2018 www.traffic-engineer.com 3 has a total of 143 available parking spaces. The hotels currently provide valet parking service exclusively to maximize the efficiency of its parking supply. The hotels do not offer free parking for self-parking, and the valet parking attendants manage the hotel parking lot with a daily parking fee of $15 per vehicle. Table 2 summarizes parking survey results conducted on Friday (November 17, 2017) and the Friday peak demand occurred at 9:30 AM with 102 occupied parking spaces with 71% parking spaces occupied. Table 3 summarizes parking survey results conducted on Saturday (November 18, 2017) and the Saturday peak demand occurred at 9:00 AM with 129 occupied parking spaces with 90% parking spaces occupied. Table 4 summarizes the second set of morning parking survey results conducted on Friday (March 2, 2018) and the Friday peak demand occurred at 7:00 AM with 123 occupied parking spaces with 86% parking spaces occupied. Table 5 summarizes the second set of morning parking survey results conducted on Saturday (March 2, 2018) and the Saturday peak demand occurred at 5:00 AM with 105 occupied parking spaces with 73% parking spaces occupied. It should be noted that there were no special events scheduled at the banquet/meeting room during the parking survey. PROPOSED PARKING RATIO BASED ON PARKING SURVEYS Table 6 shows the observed parking ratios that have been calculated based on the existing parking survey conducted at the two existing hotels on the site. The applicant provided the hotel room booking information for the dates of the parking surveys. The two existing hotels had a total of 166 occupied rooms during the Friday (November 17, 2017) parking count and 190 occupied rooms during the Saturday (November 18, 2017) parking count. For the second set of morning parking counts, the two existing hotels had a total of 185 occupied rooms during the Friday (March 2, 2018) parking count and 194 occupied rooms during the Saturday (March 3, 2018) parking count. As shown in Table 6, the hotels have an observed parking ratio of 0.66 parking spaces per occupied room on Friday and an observed parking ratio of 0.68 parking spaces per occupied room on Saturday. It should be noted that the observed parking ratios included the parking demand of the hotel employees as well as the hotel guests. The typical peak time for the employees is from 10:00 AM to 3:00 PM, which is before the morning guest check-out time and before the afternoon guest check-in time when the house-keeping staff is cleaning and preparing the guest rooms. In comparison to the City parking code requirement of 0.8 parking spaces per guest room, the observed peak parking ratio of 0.68 parking spaces per occupied room is significantly lower than the City parking code requirement since the parking surveys also included the employee parking demand. Table 7 shows the estimated project parking demand based on the observed peak parking ratio from the actual parking surveys. Other associated uses (retail space) within the hotel site are estimated using the City parking code. As shown in Table 7, the estimated project peak parking demand is 224 parking spaces which yield a parking surplus of 3 parking spaces. Therefore, there is projected to be an adequate parking supply for the proposed project. It is recommended that the project continues to provide valet parking service to maximize the on-site parking efficiency. The valet parking service may also increase parking capacity by utilizing tandem parking strategy at designated areas to provided overflow parking opportunity. Figure 3 shows that the valet parking may utilize the tandem parking strategy at the access aisle behind the standard stalls within the parking structure which may provide an additional 28 overflow parking spaces on an as-need basis. Mr. Sajan Patel, Chief Technology Officer NARA HOTELS March 19, 2018 www.traffic-engineer.com 4 CONCLUSIONS 1. The site plan provides a total of 227 on-site parking spaces. 2. The City parking code will require a total of 275 parking spaces, which is a parking deficit of 48 parking spaces. 3. It is recommended that the peak parking demand should be estimated using the observed parking ratio based on the actual parking survey conducted at the two existing, operational hotels because of the following reasons: a. The existing Holiday Inn Express hotel is currently operational, and its actual parking demand could be observed based on parking survey. It seems that actual parking demand of the existing hotel is less than the City code requirement because there appears to be surplus parking supply. b. The proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project is a similar hotel product comparable to the existing Holiday Inn Express and the existing Quality Inn & Suites hotels, and it is reasonable to assume that the observed parking ratio from the parking survey will be similar between the proposed hotel project and the existing hotels. 4. The Friday (November 17, 2017) peak demand occurred at 9:30 AM with 102 occupied parking spaces with 71% parking spaces occupied. The Saturday (November 18, 2017) peak demand occurred at 9:00 AM with 129 occupied parking spaces with 90% parking spaces occupied. For the second set of morning parking counts, the Friday (March 2, 2018) peak demand occurred at 7:00 AM with 123 occupied parking spaces with 86% parking spaces occupied. The Saturday (March 3, 2018) peak demand occurred at 5:00 AM with 105 occupied parking spaces with 90% parking spaces occupied. 5. The hotels have an observed parking ratio of 0.66 parking spaces per occupied room on Friday. The hotels have an observed parking ratio of 0.68 parking spaces per occupied room on Saturday. 6. In comparison to the City parking code requirement of 0.8 parking spaces per guest room, the observed peak parking ratio of 0.68 parking spaces per occupied room is significantly lower than the City parking code requirement since the parking surveys also included the employee parking demand. 7. The hotel project will have meeting rooms with a combined area of 975 square feet that should be considered hotel ancillary use because they are used occasionally by the hotel room guests and are not for outside rental to the public. A reduced parking requirement of one parking spaces per 1,000 square feet is recommended for the meeting room, and the condition of approval should limit the usage of the meeting room to hotel room guests or hotel staff use only and are not for outside rental to the public. Mr. Sajan Patel, Chief Technology Officer NARA HOTELS March 19, 2018 www.traffic-engineer.com 5 8. The estimated project parking demand is 224 parking spaces which yields a parking surplus of 3 parking spaces based on the observed peak parking ratio from the actual parking surveys. Other associated uses (retail space) within the hotel site are estimated using the City parking code. Therefore, there are adequate parking supply for the proposed project. 9. It is recommended that the project continues to provide valet parking service to maximize the on- site parking efficiency. The valet parking service may also increase parking capacity by utilizing tandem parking strategy at designated areas to provided overflow parking opportunity. Figure 3 shows that the valet parking may utilize the tandem parking strategy at the access aisle behind the standard stalls within the parking structure which may provide an additional 28 overflow parking spaces on an as-need basis. RECOMMENDED PARKING VARIANCE AND CONDITIONS OF APPROVAL In comparison to the City parking code requirement of 0.8 parking spaces per guest room, the observed peak parking ratio of 0.68 parking spaces per occupied room is significantly lower than the City parking code requirement since the parking surveys also included the employee parking demand. It is recommended that the City approves the parking variance for a parking ratio of 0.68 parking spaces per guest room and no additional employee parking spaces. The proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project is a similar hotel product comparable to the existing Holiday Inn Express and the existing Quality Inn & Suites hotels, and it is reasonable to assume that the observed parking ratio from the parking survey will be similar between the proposed hotel project and the existing hotels. For the condition of approval, the meeting room with a combined area of 975 square feet should be limited to hotel room guests or hotel staff use only and are not for outside rental to the public. A reduced parking requirement of one parking spaces per 1,000 square feet is recommended for the meeting room. The condition of approval should include that the project provides valet parking service to maximize the on-site parking efficiency. The valet parking service may also increase parking capacity by utilizing tandem parking strategy at designated areas to provided overflow parking opportunity. Figure 3 shows that the valet parking may utilize the tandem parking strategy at the access aisle behind the standard stalls within the parking structure which may provide an additional 28 overflow parking spaces on an as-need basis. PARKING VARIANCE FINDINGS Below presents the findings in response to the five (5) conditions in listed in the Parking Variance in the City of Anaheim Municipal Code Section 18.42.110.0101 through 18.42.110.0105. 18.42.110.0101 That the variance, under the conditions imposed, if any, 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. Mr. Sajan Patel, Chief Technology Officer NARA HOTELS March 19, 2018 www.traffic-engineer.com 6 In comparison to the City parking code requirement of 0.8 parking spaces per guest room, the observed peak parking ratio of 0.68 parking spaces per occupied room is significantly lower than the City parking code requirement since the parking surveys also included the employee parking demand. It is recommended that the City approves the parking variance for a parking ratio of 0.68 parking spaces per guest room and no additional employee parking spaces. The proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project is a similar hotel product comparable to the existing Holiday Inn Express and the existing Quality Inn & Suites hotels, and it is reasonable to assume that the observed parking ratio from the parking survey will be similar between the proposed hotel project and the existing hotels. The meeting room with a combined area of 975 square feet should be limited to hotel room guests or hotel staff use only and are not for outside rental to the public. A reduced parking requirement of one parking spaces per 1,000 square feet is recommended for the meeting room. Table 7 shows the estimated project parking demand based on the observed peak parking ratio from the actual parking surveys. Other associated uses (retail space) within the hotel site are estimated using the City parking code. A reduced parking requirement of one parking spaces per 1,000 square feet is recommended for the meeting room. As shown in Table 7, the estimated project peak parking demand is 224 parking spaces which yield a parking surplus of 3 parking spaces. Therefore, there is projected to be an adequate parking supply for the proposed project with 227 parking spaces. Therefore, it is concluded that under the conditions imposed, the project will provide more spaces (227 parking spaces) 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 (224 parking spaces). 18.42.110.0102 That the variance, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon the public streets in the immediate vicinity of the proposed use. The proposed project will not increase parking demand on the public street because on-street parking is restricted along Manchester Avenue on both sides of the street in the immediate vicinity of the projects site. The project will provide adequate on-site parking supply of 227 parking spaces to accommodate the estimated parking demand of 224 parking spaces. The valet parking may utilize the tandem parking strategy at the access aisle behind the standard stalls within the parking structure which may provide an additional 28 overflow parking spaces on an as-need basis. 18.42.110.0103 That the variance, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon adjacent private property in the immediate vicinity of the proposed use (which property is not expressly provided as parking for such use under an agreement in compliance with subsection .030 of Section 18.42.050 (Non-Residential Uses- Shared Parking Arrangements)). The proposed project will not increase parking demand upon adjacent private property in the immediate vicinity of the projects site because the project will provide adequate on-site parking supply of 227 parking spaces to accommodate the estimated parking demand of 224 parking spaces. The valet parking may utilize the tandem parking strategy at the access aisle behind the standard stalls within the parking structure which may provide an additional 28 overflow parking spaces on an as-need basis. Mr. Sajan Patel, Chief Technology Officer NARA HOTELS March 19, 2018 www.traffic-engineer.com 7 18.42.110.0104 That the variance, under the conditions imposed, if any, will not increase traffic congestion within the off-street parking areas or lots provided for the proposed use. The proposed project will increase traffic congestion within the off-street parking areas because the parking and traffic flow will be managed by the valet parking service. The hotels currently and will continue to provide valet parking service exclusively to maximize the efficiency of its parking supply. The hotels do not offer free parking for self-parking, and the valet parking attendants manage the hotel parking lot with a daily parking fee of $15 per vehicle. 18.42.110.0105 That the variance, under the conditions imposed, if any, will not impede vehicular ingress to or egress from adjacent properties upon the public streets in the immediate vicinity of the proposed use. The proposed will not impede vehicular ingress to or egress from adjacent properties on Manchester Avenue in the immediate vicinity of the project site because the two existing access points for the project site will remain at the same locations and configurations. Based on current field observation, the existing driveways do not impede vehicular ingress to or egress from adjacent properties. It has been a pleasure to service your needs on the proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project. Should you have any questions or if we can be of further assistance, please do not hesitate to call at (714) 973-8383. Sincerely, KUNZMAN ASSOCIATES , INC. KUNZMAN ASSOCIATES , INC. Tom Huang, TE Carl Ballard, LEED GA Senior Associate Principal JN 7174 Proposed Use Quantity Units¹ Parking Spaces Hotel Guest Room 101 RM 0.80 Parking Space : 1 RM 81 Employees 6 EMP 0.25 Parking Space : 1 EMP 2 Hotel Guest Room 223 RM 0.80 Parking Space : 1 RM 178 Meeting Room 975 SF 8.00 Parking Space : 1,000 SF 8 Retail Space 1,675 SF 1.00 Parking Space : 1,000 SF 2 Employees 14 EMP 0.25 Parking Space : 1 EMP 4 275 227 -48 ¹ ² "0.8 space per guest room, plus 8 spaces per 1,000 square feet of Gross Floor Area (GFA) for banquet/meeting room, plus 8 spaces per 1,000 square feet of GFA for full-service, outdoor dining, walk-up and fast-food restaurants, plus 5.5 spaces per 1,000 square feet of GFA for take-out restaurants integrated into the hotel complex, plus 1 space per 1,000 square feet of retail space plus 0.25 space for each employee working in the guest room areas." Total Project Parking Spaces Required by Municipal Code Parking Supply Provided by the Project Parking Spaces Required by City of Anaheim Municipal Code Parking Code Requirement² Holiday Inn Express (Existing) Table 1 Dual Brand Home 2 Suites & Hilton Garden Inn (New) Project Parking Surplus (+) / Deficit (-) for the Project Source: City of Anaheim Municipal Code, Section 18.42.040, Table 42-A. RM = Rooms; SF = Square Feet; EMP = Employees 8 143 166 Percent Parking Spaces Occupied 9:00 AM - 9:30 AM 101 71% 9:30 AM - 10:00 AM 102 ³71% 10:00 AM - 10:30 AM 98 69% 10:30 AM - 11:00 AM 85 59% 11:00 AM - 11:30 AM 93 65% 11:30 AM - 12:00 PM 89 62% 12:00 PM - 12:30 PM 93 65% 12:30 PM - 1:00 PM 93 65% 1:00 PM - 1:30 PM 97 68% 1:30 PM - 2:00 PM 90 63% 2:00 PM - 2:30 PM 85 59% 2:30 PM - 3:00 PM 84 59% 3:00 PM - 3:30 PM 91 64% 3:30 PM - 4:00 PM 90 63% 4:00 PM - 4:30 PM 98 69% 4:30 PM - 5:00 PM 92 64% 5:00 PM - 5:30 PM 88 62% 5:30 PM - 6:00 PM 75 52% 6:00 PM - 6:30 PM 79 55% 6:30 PM - 7:00 PM 80 56% 7:00 PM - 7:30 PM 81 57% 7:30 PM - 8:00 PM 77 54% 8:00 PM - 8:30 PM 86 60% 8:30 PM - 9:00 PM 83 58% 102 71% 1 2 3 Friday Parking Survey 1 (November 17, 2017) Survey Time Period Table 2 Current Peak Parking Demand Occupied Parking Spaces Current Peak Parking Demand Current Available Parking Capacity¹Parking Spaces The two existing hotels currently provides 135 general parking spaces and 8 handicap parking spaces for a total of 143 parking spaces. Number of Occupied Hotel Rooms² Occupied Rooms Hotel booking information provided by the two existing hotels (Holiday Inn Express and Quality Inn). 9 143 190 Percent Parking Spaces Occupied 9:00 AM - 9:30 AM 129 ³90% 9:30 AM - 10:00 AM 121 85% 10:00 AM - 10:30 AM 108 76% 10:30 AM - 11:00 AM 106 74% 11:00 AM - 11:30 AM 102 71% 11:30 AM - 12:00 PM 100 70% 12:00 PM - 12:30 PM 99 69% 12:30 PM - 1:00 PM 98 69% 1:00 PM - 1:30 PM 97 68% 1:30 PM - 2:00 PM 98 69% 2:00 PM - 2:30 PM 96 67% 2:30 PM - 3:00 PM 102 71% 3:00 PM - 3:30 PM 114 80% 3:30 PM - 4:00 PM 111 78% 4:00 PM - 4:30 PM 115 80% 4:30 PM - 5:00 PM 112 78% 5:00 PM - 5:30 PM 107 75% 5:30 PM - 6:00 PM 110 77% 6:00 PM - 6:30 PM 115 80% 6:30 PM - 7:00 PM 115 80% 7:00 PM - 7:30 PM 120 84% 7:30 PM - 8:00 PM 124 87% 8:00 PM - 8:30 PM 126 88% 8:30 PM - 9:00 PM 127 89% 129 90% 1 2 3 Current Peak Parking Demand Current Peak Parking Demand Table 3 Saturday Parking Survey 1 (November 18, 2017) Current Available Parking Capacity¹Parking Spaces Survey Time Period Occupied Parking Spaces Hotel booking information provided by the two existing hotels (Holiday Inn Express and Quality Inn). Number of Occupied Hotel Rooms² Occupied Rooms The two existing hotels currently provides 135 general parking spaces and 8 handicap parking spaces for a total of 143 parking spaces. 10 143 185 Percent Parking Spaces Occupied 5:00 AM - 5:30 AM 116 81% 5:30 AM - 6:00 AM 116 81% 6:00 AM - 6:30 AM 119 83% 6:30 AM - 7:00 AM 121 85% 7:00 AM - 7:30 AM 123 3 86% 7:30 AM - 8:00 AM 121 85% 8:00 AM - 8:30 AM 118 83% 8:30 AM - 9:00 AM 119 83% 123 86% 1 2 3 Current Peak Parking Demand Table 4 Friday Parking Survey 2 (March 2, 2018) Current Available Parking Capacity¹Parking Spaces Number of Occupied Hotel Rooms² Occupied Rooms Survey Time Period Occupied Parking Spaces Current Peak Parking Demand The two existing hotels currently provides 135 general parking spaces and 8 handicap parking spaces for a total of 143 parking spaces. Hotel booking information provided by the two existing hotels (Holiday Inn Express and Quality Inn). 11 143 194 Percent Parking Spaces Occupied 5:00 AM - 5:30 AM 105 3 73% 5:30 AM - 6:00 AM 104 73% 6:00 AM - 6:30 AM 101 71% 6:30 AM - 7:00 AM 102 71% 7:00 AM - 7:30 AM 104 73% 7:30 AM - 8:00 AM 103 72% 8:00 AM - 8:30 AM 101 71% 8:30 AM - 9:00 AM 99 69% 105 73% 1 2 3 Current Peak Parking Demand Table 5 Saturday Parking Survey 2 (March 3, 2018) Current Available Parking Capacity¹Parking Spaces Number of Occupied Hotel Rooms² Occupied Rooms Survey Time Period Occupied Parking Spaces Current Peak Parking Demand The two existing hotels currently provides 135 general parking spaces and 8 handicap parking spaces for a total of 143 parking spaces. Hotel booking information provided by the two existing hotels (Holiday Inn Express and Quality Inn). 12 102 Parking Spaces 166 Rooms 0.61 Parking Space/Room 129 Parking Spaces 190 Rooms 0.68 Parking Space/Room 123 Parking Spaces 185 Rooms 0.66 Parking Space/Room 105 Parking Spaces 194 Rooms 0.54 Parking Space/Room ¹ ² ³ Table 6 Observed Hotel Parking Ratio Based on Parking Survey Observed hotel parking rates include hotel guests and employees. Other uses (meetings and events) are not included. Peak Parking Demand¹Day of Survey Friday 1 (11/17/2017) Saturday 1 (11/18/2017) Observed Hotel Parking Ratio³ Number of Occupied Hotel Rooms² Peak parking demand based on parking survey. Hotel booking information provided by the two existing hotels (Holiday Inn Express and Quality Inn). Friday 2 (3/2/2018) Saturday 2 (3/3/2018) 13 Proposed Use Quantity Units¹ Parking Spaces Hotel Guest Room 101 RM 0.68 Parking Space : 1 RM 69 Hotel Guest Room 223 RM 0.68 Parking Space : 1 RM 152 Meeting Room3 975 SF 1.00 Parking Space : 1,000 SF 1 Retail Space 1,675 SF 1.00 Parking Space : 1,000 SF 2 224 227 +3 ¹ ² 3 A reduced parking requirement of 1 spaces per 1,000 square feet is recommended for the meeting room, and the condition of approval should limit the usage of the meeting room to hotel room guests or hotel staff use only and are not for outside rental to the public Observed hotel parking rates include hotel guests and employees parking demand. Other uses (retail space) are estimated using the City of Anaheim Municipal Code, Section 18.42.040, Table 42-A. Table 7 Estimated Project Parking Demand Based on Observed Hotel Parking Ratio Project Parking Rates² Holiday Inn Express Dual Brand Home 2 Suites & Hilton Garden Inn (New) Total Project Parking Demand Based on Observed Parking Ratio Parking Supply Provided by the Project Parking Surplus (+) / Deficit (-) for the Project RM = Rooms; SF = Square Feet 14 15 16 1 7 APPENDIX A City of Anaheim Municipal Parking Code APX - 1 18.42.040 NON-RESIDENTIAL PARKING REQUIREMENTS. .010 Parking Spaces. Non-residential off-street parking requirements for automobiles and other vehicles shall be determined by the type of use (use class) associated with the property. Table 42-A (Non-Residential Parking Requirements) specifies the number of parking spaces for each non-residential use, regardless of the zone district in which the use is located. .0101 For uses not listed, parking requirements may be those determined to be reasonably necessary by the Planning Services Manager of the Planning Department and/or his or her designee. The Planning Services Manager of the Planning Department and/or his or her designee may require a parking study in order to make this determination. .0102 Except as expressly provided in this section, within a business unit containing more than one (1) use class, the minimum number of parking spaces shall be based on the use class with the highest parking requirement. If a combination of parking ratios applies, the number of required spaces shall be the sum total of the requirements for each type of use established. .0103 For purposes of interpretation of this section, “GFA” shall mean gross floor area of buildings as measured from exterior wall to exterior wall. .0104 In computing parking requirements, fractional numbers shall be rounded off to the nearest whole number, fractions of one-half (0.5) or more being counted as one (1) full space. .0105 If the GFA upon which the number of parking spaces is based is less than one thousand (1,000) square feet (or other unit of measurement as designated herein), the minimum number of required spaces shall be prorated in direct proportion to the minimum number of spaces required for each one thousand (1,000) square feet (or other unit of measurement designated herein). Such proration shall also apply in instances where a division of such applicable unit of measurement into the GFA produces a quotient of other than a whole number. .0106 Except as otherwise expressly provided in this chapter, any employee parking space requirements shall be based on the maximum number of employees present at any given time. .0107 Except as otherwise expressly provided in this chapter, all parking spaces shall conform to the applicable City Standards pertaining to minimum off-street parking dimensions. .0108 If a parking demand study is required by Table 42-A (Non-Residential Parking Requirements) due to the unique nature of the use, the parking requirements shall be determined by the Planning Services Manager of the Planning Department and/or his or her designee and/or the Planning Commission based on information contained in a parking demand study prepared by an independent traffic engineer licensed by the State of California, or a parking justification letter, as determined by the Planning Services Manager and/or his or her designee. The study shall be provided by the applicant, at its sole expense, to the City at the time of application for such use. (Ord. 6031 § 34; August 22, 2006: Ord. 6101 § 35; April 22, 2008.) .020 Trucks and Other Vehicles. In addition to the requirements in Table 42-A (Non-Residential Parking Requirements), spaces shall be provided for trucks and other vehicles used in the business, of a number and size adequate to accommodate the maximum number and types of trucks and/or vehicles to be parked on the site at any one time. Table 42-A NON-RESIDENTIAL PARKING REQUIREMENTS Use Class Required Spaces Agricultural Crops 5 spaces per 10 acres. Alcoholic Beverage Manufacturing 1.55 spaces per 1,000 square feet of GFA, which may include a maximum of 10% office space, plus, if the percentage of office space exceeds 10% of the GFA, 4 spaces per 1,000 square feet of GFA for the floor area in excess of 10% Tasting Room and outside patios: 17 spaces per 1,000 square feet of GFA. APX - 2   Alcoholic Beverage Sales–Off-Sale 0 spaces (spaces are required for underlying uses only). Alcoholic Beverage Sales–On-Sale 0 spaces (spaces are required for underlying uses only). Ambulance Services 4 spaces per 1,000 square feet of GFA, plus parking for ambulances/emergency vehicles. Animal Boarding 1 space per employee, plus 1 space per 10 pets. Animal Grooming 4 spaces per 1,000 square feet of GFA. Antennas–Broadcasting 2 spaces. Antennas–Private Transmitting None. Antennas–Telecommunications 1 space. Automatic Teller Machines (ATM’s) (Exterior, walk-up facilities not located on properties developed with other retail or office uses.) 2 spaces per machine. Note: No parking spaces are required when located on the exterior building wall of an existing business use, when located within the interior of any other type of business establishment, or when free-standing machines are located on properties developed with other retail or office uses. In addition, no parking spaces are required for drive-up facilities. Automotive–Vehicle Sales, Lease & Rental General: 2.5 spaces per 1,000 square feet of GFA for interior showroom, plus 4 spaces per 1,000 square feet of office use, plus 4 spaces per 1,000 square feet of building GFA used for parts, sales, storage and repair use. Wholesale (excluding auctions): 4 spaces per 1,000 square feet of space used for parking vehicles to be sold. Auctions: Requires parking demand study per paragraph 18.42.040.010.0108. Automotive–Sales Agency Office 4 spaces per 1,000 square feet of GFA. Automotive–Public Parking None. Automotive–Parts Sales 4 spaces per 1,000 square feet of GFA. Automotive–Repair & Modification 3.5 spaces per 1,000 square feet of GFA, or 5 spaces, whichever is greater. Automotive–Service Stations Stand-Alone: 2 spaces. In Conjunction with Accessory Retail/Convenience Store: 4 spaces per 1,000 square feet of GFA of the convenience store. Up to 50 percent of the pump islands may be counted as parking stalls. In Conjunction with Other Uses: None. Automotive–Washing Requires parking demand study per paragraph 18.42.040.010.0108. Banquet Halls One space for each 3 patrons plus one space per employee. Bars & Nightclubs 29 spaces per 1,000 square feet of dance floor area and 17 spaces per 1,000 square feet of GFA. APX - 3   Bed & Breakfast Inns 1 space for each bedroom, plus 1 space for each nonresident employee, plus 1 space for visitors (for purposes of this use class, "Bedroom" means any room designed, intended or primarily used for sleeping purposes). Beekeeping None. Billboards None. Boat & RV Sales 2.5 spaces per 1,000 square feet of GFA for interior showroom, plus 4 spaces per 1,000 square feet of office use, plus 5.5 spaces per 1,000 square feet of building GFA used for parts, sales, storage and repair use. Business & Financial Services 4 spaces per 1,000 square feet of GFA. Cemeteries Requires parking demand study per paragraph 18.42.040.010.0108. Commercial Retail Centers-Large All uses other than restaurants within retail centers unless specified elsewhere in this code: 4 spaces per 1,000 square feet of GFA. Restaurants within retail centers with 40 percent or less of GFA devoted to restaurant uses: 4 spaces per 1,000 square feet of GFA. Restaurants within retail centers with more than 40 percent of GFA devoted to restaurant uses: Those restaurant uses in excess of 40 percent shall comply with the following: Restaurants-General with 20 seats or less: 5.5 spaces per 1,000 square feet of GFA. Restaurants-General with more than 20 seats: 10 spaces per 1,000 square feet of GFA. Restaurants-Full Service: 8 spaces per 1,000 square feet of GFA. Commercial Retail Centers-Small Each use within the retail center shall comply with the parking requirements for said use. Community & Religious Assembly Requires parking demand study paragraph 18.42.040.010.0108. Convalescent & Rest Homes 0.8 space per bed. Convenience Stores 4 spaces per 1,000 square feet of GFA. Dance & Fitness Studios–Large 4 spaces per 1,000 square feet of GFA. Dance & Fitness Studios–Small 4 spaces per 1,000 square feet of GFA. Day Care Centers 1 space per employee, plus 1 space per 10 children or adult clients, plus 1 space for loading and unloading children or adult clients onsite. Drive-Through Facilities None as an accessory use, but requires adequate space for queuing. Educational Institutions–Business 0.82 space per student, or 20 spaces per 1,000 square feet of GFA for instruction area, whichever results in a greater number of spaces, plus 4 spaces per 1,000 square feet of GFA for office area. APX - 4   Educational Institutions–General Elementary and Junior High Schools: 1 space per classroom, plus 1 space per non-office employee, plus 4 spaces per 1,000 square feet of GFA for office use, plus parking required for assembly halls and auditoriums (see Community & Religious Assembly). High Schools: 1 space per non-office employee, plus 1 space per 6 students, plus 4 spaces per 1,000 square feet of GFA for office use, plus parking required for assembly halls and auditoriums (see Community & Religious Assembly). Educational Institutions–Tutoring 4 spaces per 1,000 square feet of GFA. Emergency Shelter 1 space per employee and volunteer staff member, plus 1 space for every 4 beds or 0.5 spaces per bedroom designated for family units with children. Entertainment Venue Entertainment Venue: 17 spaces per 1,000 square feet of GFA and 29 spaces per 1,000 square feet of dance floor area. Broadcast or Recording Studios with Audience: 5.5 spaces per 1,000 square feet of GFA for first 100,000 square feet, plus 4.5 spaces per 1,000 square feet of GFA over 100,000 square feet. Theaters-Live Performances: 0.4 spaces per seat or patron, whichever results in a greater number of spaces, plus 0.8 spaces per employee, including performers. Theaters-Single-Screen Motion Picture: 0.6 space per seat or patron, whichever results in a greater number of spaces, plus 5 spaces for employees. Theaters-Multi-Screen Motion Picture: 0.3 spaces per seat or per patron, whichever results in a greater number of spaces, plus 2 employee spaces per screen. Equipment Rental–Large 4 spaces per 1,000 square feet of building GFA for first 100,000 square feet, plus 3 spaces per 1,000 square feet of GFA over 100,000 square feet, plus 0.4 space per 1,000 square feet of outdoor equipment storage area. Equipment Rental–Small 4 spaces per 1,000 square feet of building GFA for first 100,000 square feet, plus 3 spaces per 1,000 square feet of GFA over 100,000 square feet, plus 0.5 spaces per 1,000 square feet of outdoor equipment storage area. Golf Courses & Country Clubs Golf Courses: 10 spaces per hole, plus 1 space per 35 square feet of building GFA used for public assembly, plus 4 spaces per 1,000 square feet of GFA used for other commercial purposes. Golf Driving Ranges: 1 space per driving tee. Group Care Facilities 0.8 space per bed. APX - 5 Helipads Requires parking demand study per paragraph 18.42.040.010.0108. Hospitals Requires parking demand study per paragraph 18.42.040.010.0108. Hotels & Motels 0.8 space per guest room, plus 8 spaces per 1,000 square feet of GFA for banquet/meeting room, plus 8 spaces per 1,000 square feet of GFA for full-service, outdoor dining, walk-up and fast-food restaurants, plus 5.5 spaces per 1,000 square feet of GFA for take-out restaurants integrated into the hotel complex, plus 1 space per 1,000 square feet of retail space plus 0.25 space for each employee working in the guest room areas. Industry Industrial: 1.55 spaces per 1,000 square feet of GFA, which may include a maximum of 10% office space, plus, if the percentage of office space exceeds 10% of the GFA, 4 spaces per 1,000 square feet of GFA for the floor area in excess of 10%. Industrial Training Facilities: 0.82 space per student, or 20 spaces per 1,000 square feet of GFA for instructional use, whichever results in a greater number of spaces, plus 4 spaces per 1,000 square feet of GFA for office use. Outdoor Uses: 0.4 space per 1,000 square feet of lot area devoted to outdoor uses, excluding parking areas and vehicular access-ways, or 1 space per 2 maximum contemplated number of employees to be engaged in the outdoor operation, whichever results in a greater number of spaces. Industry–Heavy Industrial–Heavy: 1.55 spaces per 1,000 square feet of building GFA, which may include a maximum of 10% office space, plus, if the percentage of office space exceeds 10% of the GFA, 4 spaces per 1,000 square feet of GFA for the floor area in excess of 10%. Industrial Training Facilities: 0.82 space per student, or 20 spaces per 1,000 square feet of GFA for instructional use, whichever results in a greater number of spaces, plus 4 spaces per 1,000 square feet of GFA for office use. Outdoor Uses: 0.4 space per 1,000 square feet of lot area devoted to outdoor uses, excluding parking areas and vehicular access-ways, or 1 space per 2 maximum contemplated number of employees to be engaged in the outdoor operation, whichever results in the greater number of spaces. Junkyards 5 spaces or 4 spaces per 1,000 square feet of building GFA, whichever is greater. Markets–Large 4 spaces per 1,000 square feet of GFA. Markets–Small 4 spaces per 1,000 square feet of GFA. APX - 6 Medical & Dental Offices 6 spaces per 1,000 square feet of GFA. Mortuaries Requires parking demand study per paragraph 18.42.040.010.0108. Office-General 3 stories or lower: 4 spaces per 1,000 square feet of GFA. More than 3 stories: 3 spaces per 1,000 square feet of GFA. Oil Production 2 spaces per well. Outdoor Storage Yards 4 spaces or 4 spaces per 1,000 square feet of building GFA of any accessory building, whichever is greater, plus spaces required for service vehicles. Personal Services–General 4 spaces per 1,000 square feet of GFA. Personal Services–Restricted 4 spaces per 1,000 square feet of GFA. Plant Nurseries 4 spaces per 1,000 square feet of building GFA, plus 0.4 space per 1,000 square feet of lot area devoted to outdoor uses, excluding parking areas and vehicular access-ways. Public Services 4 spaces per 1,000 square feet of GFA for buildings of 3 stories or lower; 3 spaces per 1,000 square feet of GFA for buildings of more than 3 stories. Recreation–Commercial Indoor Amusement Arcades: requires parking demand study per paragraph 18.42.040.010.0107. Billiard Halls: 2 spaces per billiard table, plus required spaces for other uses within the facility. Bowling Alleys: 6 spaces per bowling lane. Racquetball Facilities: 5 spaces per court. Skating Rinks: 2.4 spaces per 1,000 square feet of building GFA. Other Uses: Requires parking demand study per subsection 18.42.040.010.0108. Recreation–Commercial Outdoor Miniature Golf Course: 20 spaces per course, plus 1 per each employee. Other Uses: requires parking demand study per paragraph 18.42.040.010.0108. Recreation–Low-Impact Requires parking demand study per paragraph 18.42.040.010.0108. Recreation–Swimming & Tennis Swimming Facilities: requires parking demand study per paragraph 18.42.040.010.0108. Tennis Courts: 5 spaces per court. Recycling Services–Consumer None (spaces are required for host use(s) only). Recycling Services–General 1.55 spaces per 1,000 square feet of building GFA. Recycling Services–Processing 1.55 spaces per employee. Repair Services–General 5.5 spaces per 1,000 square feet of GFA for first 100,000 square feet, plus 4.5 spaces per 1,000 square feet of GFA over 100,000 square feet. Repair Services–Limited 5.5 spaces per 1,000 square feet of GFA for first 100,000 square feet, plus 4.5 spaces per 1,000 square feet of GFA over 100,000 square feet. APX - 7   Research & Development 4 spaces per 1,000 square feet of GFA for buildings of 3 stories or lower; 3 spaces per 1,000 square feet of GFA for buildings of more than 3 stories. Restaurants–General 20 seats or less: 5.5 spaces per 1,000 square feet of GFA. More than 20 seats: 10 spaces per 1,000 square feet of GFA. Restaurants within a Commercial Retail Center-Large: See parking requirements for Commercial Retail Center-Large Restaurants–Full Service Stand alone: 15 spaces per 1,000 square feet of GFA Restaurants within a Commercial Retail Center-Small: 8 spaces per 1,000 square feet of GFA Restaurants within a Commercial Retail Center-Large: See parking requirements for Commercial Retail Center-Large Restaurants–Outdoor Dining Same requirements as above for Restaurants-General and Restaurants-Full Service Retail Sales–General General: 4 spaces per 1,000 square feet of GFA. Art Galleries: 3.3 spaces per 1,000 square feet of GFA. Furniture, Carpet & Flooring: 2.25 spaces per 1,000 square feet of GFA. Retail Sales–Kiosks 1 space per 25 square feet of GFA or 3 spaces per facility, whichever results in a greater number of parking spaces. Retail Sales–Outdoor 0.4 space per 1,000 square feet of lot area devoted to outdoor uses, excluding parking areas and vehicular access-ways, or 0.5 space per each employee engaged in the outdoor operation, whichever results in a greater number of parking spaces. Retail Sales–Used Merchandise 4 spaces per 1,000 square feet of GFA for first 100,000 square feet. Room & Board 1 space for each bedroom, plus 1 space for each nonresident employee, plus 1 space for visitors (for purposes of this provision, "Bedroom" means any room designed, intended or primarily used for sleeping purposes). Self-Storage Facilities 0.27 space per 1,000 square feet of building GFA or 5 spaces, whichever results in a greater number of spaces, plus adequate loading and unloading areas as required by the Planning Services Manager or his/her designee. APX - 8   Sex-Oriented Businesses Primarily Live Performance: 10 spaces per 1,000 square feet of GFA. Primarily Book or Video Store: 5.5 spaces per 1,000 square feet of GFA. Studios–Broadcasting 2.5 spaces per 1,000 square feet of GFA. Studios–Recording 2.5 spaces per 1,000 square feet of GFA. Towing Services 4 spaces per 1,000 square feet of building GFA, plus spaces for tow trucks. Transit Facilities Requires parking demand study per paragraph 18.42.040.010.0108. Truck Repair & Sales 2.5 spaces per 1,000 square feet of GFA for interior showroom, plus 4 spaces per 1,000 square feet of office use, plus 5.5 square feet per 1,000 square feet of building GFA for parts, sales, storage and repair use. Utilities–Major Requires parking demand study per paragraph 18.42.040.010.0108. Utilities–Minor None required. Veterinary Services 5.5 spaces per 1,000 square feet of GFA for first 100,000 square feet, plus 4.5 spaces per 1,000 square feet of GFA over 100,000 square feet. Warehousing & Storage–Enclosed Buildings with 100,000 square feet or less of GFA: 1.55 spaces per 1,000 square feet of GFA, which may include a maximum of up to 10% office space Buildings with more than 100,000 square feet of GFA: 1 space per 1,000 square feet of, which may include a maximum of up to 10% office space If the percentage of office space exceeds 10% of the GFA: 4 spaces per 1,000 square feet of GFA for the floor area of office space in excess of 10%. Warehousing & Storage–Outdoors 0.4 spaces per 1,000 square feet of outdoor storage area (excluding vehicle access-ways), plus 1.55 spaces per 1,000 square feet of GFA, which may include a maximum of up to 10% office space; if the percentage of office space exceeds 10% of the GFA, 4 spaces per 1,000 square feet of GFA for the floor area of office space in excess of 10%. Wholesaling Buildings with 100,000 square feet or less of GFA: 1.55 spaces per 1,000 square feet of GFA. Buildings with more than 100,000 square feet of GFA: 1 space per 1,000 square feet of GFA. (Ord. 5920 § 1 (part); June 8, 2004: Ord. 5998 § 37; October 25, 2005: Ord. 6115 § 3; October 14, 2008: Ord. 6210, § 1; May 17, 2011: Ord. 6234 § 3; February 28, 2012: Ord. 6245 § 63; June 5, 2012: Ord. 6286 §§ 29, 30; September 3, 2013; Ord. 6296 § 11; March 4, 2014 : Ord. 6317 § 16; March 3, 2015 : Ord. 6382 § 15; October 18, 2016: Ord. 6399 § 4; March 7, 2017.) APX - 9 18.42.110 PARKING VARIANCES. .010 General. Except as otherwise expressly provided herein, variances from any of the requirements of this chapter relating to the minimum number of required parking spaces shall be processed in accordance with the procedures set forth in Chapter 18.60 (Procedures) and Chapter 18.74 (Variances). Any petition for a variance shall be accompanied by; either, a parking study prepared by an independent traffic engineer licensed by the State of California, or a parking justification letter, as determined by the Planning Services Manager and/or his or her designee. Notwithstanding the requirements of Chapter 18.74 (Variances), a variance shall be granted upon a finding by the Planning Commission or City Council that the evidence presented shows that all of the following conditions exist: .0101 That the variance, under the conditions imposed, if any, 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; .0102 That the variance, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon the public streets in the immediate vicinity of the proposed use; .0103 That the variance, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon adjacent private property in the immediate vicinity of the proposed use (which property is not expressly provided as parking for such use under an agreement in compliance with subsection .030 of Section 18.42.050 (Non-Residential Uses- Shared Parking Arrangements)); .0104 That the variance, under the conditions imposed, if any, will not increase traffic congestion within the off-street parking areas or lots provided for the proposed use; and .0105 That the variance, under the conditions imposed, if any, will not impede vehicular ingress to or egress from adjacent properties upon the public streets in the immediate vicinity of the proposed use. .020 Compliance with parking demand study or parking justification letter. Unless conditions to the contrary are expressly imposed upon the granting of any variance pursuant to this section, the granting of the variance shall be deemed contingent upon operation of the proposed use in conformance with the assumptions relating to the operation and intensity of the use, as contained in the parking demand study/parking justification letter that formed the basis for approval of the variance. Exceeding, violating, intensifying or otherwise deviating from any of the assumptions as contained in the parking demand study/parking justification letter shall be deemed a violation of the express conditions imposed upon the variance, which shall subject the variance to revocation or modification pursuant to the provisions of Section 18.60.200 (City-Initiated Revocation or Modification of Permits). .030 Sex-Oriented Businesses. Any application for a waiver or deviation from the provisions of this chapter relating to off-street parking requirements for any sex-oriented business, as defined in Chapter 18.54 (Sex-Oriented Businesses), shall comply with the following provisions: .0301 The application shall be determined by the City Hearing Officer appointed pursuant to the provisions of Section 1.12.110 (Appointment of Hearing Officer) of Chapter 1.12 (Procedural), following a duly noticed public hearing thereon held in accordance with the same procedure as set forth in subsection .040 of Section 18.54.030 (Statements and Records) of this Code. Such public hearing shall, upon the request of the applicant, be combined with the public hearing required for issuance of the sex-oriented business permit, as required pursuant to said subsection .040 of Section 18.54.030. .0302 The parking variance shall be approved by the Hearing Officer, if it meets the requirements and criteria set forth in subsection .010 above; otherwise, it shall be denied. Notice of such decision shall be provided in the same time and manner as set forth in Chapter 18.54 (Sex-Oriented Businesses) for processing the application for the sex-oriented use. Notwithstanding any other provision of the Anaheim Municipal Code to the contrary, the decision of the Hearing Officer shall be final. .0303 The term of the parking variance shall be coterminous with the term, or any renewal term, of the sex-oriented business permit. The processing of any renewal application for a permit pursuant to Chapter 18.54 (Sex-Oriented Businesses) shall not require the processing of a new parking variance. (Ord. 5920 1 (part); June 8, 2004: Ord. 6101 § 37; April 22, 2008: Ord. 6156 § 16; September 22, 2009: Ord. 6245 § 65; June 5, 2012.) APX - 10 1111 Town & Country Road, Suite 34 Orange, California 92868 (714) 973-8383 www.traffic-engineer.com City of Anaheim PLANNING AND BUILDING DEPARTMENT Planning Services Division 200 S. Anaheim Blvd. Anaheim, California 92805 TEL: 714.765.5139 FAX: 714.765.5280 To: File DEV2016-00114 From: Elaine Thienprasiddhi, Senior Planner Date: May 1, 2018 RE: Mitigation Monitoring Plan No. 340, Compliance with Measures Required Prior to Final Site Plan Approval Staff has verified that the applicant has complied with all mitigation measures that are required to be fulfilled prior to approval of the Final Site Plan, as follows: MM 5.12-12: Prior to the approval of each Final Site Plan and prior to the issuance of each building permit, plans shall be reviewed and approved by the Fire Department as being in conformance with the Uniform Fire Code. MM 5.1-14: Prior to Final Site Plan approval, plans shall show that no shuttle/bus/vehicular drop-off areas shall be permitted in hotel/motel or vacation resort front setback area. MM 5.1-13: Prior to Final Site Plan approval, plans shall show that the rear elevations of buildings visible from off-site areas shall be architecturally accented to portray a finished look. MM 5.1-4: Prior to Final Site Plan approval, the location and configuration of all lighting fixtures including ground-mounted lighting fixtures utilized to accent buildings, landscape elements, or to illuminate pedestrian areas shall be shown on all Final Site Plans. All proposed surface parking area lighting fixtures shall be down-lighted with a maximum height of 12 feet adjacent to any residential properties. All lighting fixtures shall be shielded to direct lighting toward the area to be illuminated and away from adjacent residential property lines. MM 5.1-1: Prior to final site plan approval, the property owner/developer shall submit a shade and shadow analysis to the Planning and Building Department for review and approval demonstrating that the proposed structure(s) would avoid creating significant shade and shadow impacts on adjacent land uses to the maximum extent feasible. A significant shade and shadow impact would occur when outdoor active areas (e.g., outdoor eating areas, hotel/motel swimming pools, and residential front and back yards) or structures that include sensitive uses (e.g., residences) have windows that normally receive sunlight are covered by shadows for more than 50 percent of the sunlight hours. ATTACHMENT NO. 11 File DEV2013-00138 November 25, 2015 Page 2 of 2 MM 5.10-2: Prior to approval of each final site plan, the property owner/developer shall submit a noise study prepared by a certified acoustical engineer to the satisfaction of the Building Division Manager identifying whether noise attenuation is required and defining the attenuation measures and specific performance requirements, if warranted, to comply with the Uniform Building Code and Sound Pressure Level Ordinance. Ultimate noise attenuation requirements, if any, shall depend on the final location of such buildings and noise-sensitive uses inside and surrounding the buildings. Attenuation measures shall be implemented by the property owner/developer prior to final building and zoning inspections. MM 5.4-3: Prior to approval of a final site plan for properties that contain a structure over 45 years old, property owners/developers shall submit to the Planning and Building Department, Planning Services Division, documentation to verify the presence/absence of historic resources. On properties where resources are identified, such documentation shall provide a detailed mitigation plan, including a monitoring program and recovery and/or in situ preservation plan, based on the recommendations of a qualified specialist. MM 5.12-1: Prior to the approval of each Final Site Plan and issuance of each building permit, the property owner/developer shall submit plans to the Police Department for review and approval for safety, accessibility, crime prevention, and security provisions during both the construction and operative phases 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). MM 5.15-5: Prior to approval of the Final Site Plan and building permits, plans shall specifically show that the water meter and backflow equipment and any other large water system equipment will be installed to the satisfaction of the Public Utilities Department, Water Engineering Division, aboveground and behind the building setback line in a manner fully screened from all public streets and alleys and in accordance with Ordinance No. 4156. Prior to the final building and zoning inspections, the water meter and backflow equipment and any other large water system equipment shall be installed to the satisfaction of the Public Utilities Department, Water Engineering Division, in accordance with the Final Site Plan and the building permit plans. ATTACHMENT NO. 12 SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 4 /1 0 /2 0 1 8 8 :0 3 :3 8 A M COVER SHEET G001 DUAL BRAND HOTEL HILTON GARDEN INN & HOME 2 SUITES 1441 S MANCHESTER AVE ANAHEIM, CA 92802 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSIONCOMMENTS 3 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 ATTACHMENT NO. 13 APPLICABLE CODES BUILDING CODE:2016 CALIFORNIA BUILDING CODE (CBC) MECHANICAL CODE: PLUMBING CODE: ELECTRIC CODE: FIRE CODE: ACCESSIBILITY CODE:2016 CBC CHAPTER 11B 2016 CALIFORNIA MECHANICAL CODE (CMC) 2016 CALIFORNIA PLUMBING CODE (CPC) 2016 CALIFORNIA ELECTRICAL CODE (CEC) 2016 CALIFORNIA FIRE CODE (CFC) PROPOSED DEMOLITION OF SEVEN (7) EXISTING QUALITY INN & SUITES BUILDINGS ON THE SOUTHERN PORTION OF THE 2.5 ACRE PARCEL AND BUILD A SIX-STORY 223 ROOM DUAL BRAND HILTON GARDEN INN/HOME 2 SUITES HOTEL WITH 2 LEVELS OF SUBTERRANEAN PARKING GARAGE. BUILDING DESCRIPTION 2016 ANAHEIM MUNICIPAL CODE 2016 ANAHEIM ZONING CODE 2016 CA GREEN BUILDING CODE SITE SUMMARY APN:082-170-35 (INCLUDES HOLIDAY INN EXPRESS AND DUAL BRAND HILTON) THE LAND REFERRED TO IS SITUATED IN THE COUNTY OF ORANGE, CITY OF ANAHEIM, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: PARCEL 1 AND "A" OF PARCEL MAP NO. 2013-150, IN THE CITY OF ANAHEIM, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A MAP FILE IN BOOK 378, PAGE 48 THROUGH 50 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID ORANGE COUNTY. PARCEL 2 AND "2" OF PARCEL MAP NO. 2013-150, IN THE CITY OF ANAHEIM, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A MAP FILE IN BOOK 378, PAGE 48 THROUGH 50 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID ORANGE COUNTY. APN 082-170-35 LEGAL DESCRIPTION OWNER: NARA INVESTMENTS, LLC 1441 S MANCHESTER AVE ANAHEIM, CA 92802 (714) 904-5740 CONTACT: AMIL PATEL EMAIL: A90PATEL@GMAIL.COM PROJECT TEAM ARCHITECT: BRR ARCHITECTURE 6700 ANTIOCH PLAZA, SUITE 300 MERRIAM, KS 66204 (913) 262-9095 CIVIL ENGINEER: OMEGA ENGINEERING CONSULTANTS, INC 4340 VIEWRIDGE AVE, SUITE B SAN DIEGO, CA 92123 (858) 634-2085 STRUCTURAL ENGINEER: VCA STRUCTURAL 1845 W ORANGEWOOD AVE, SUITE 200 ORANGE, CA 92868 (949) 584-0708 MECHANICAL ENGINEER: CRO ENGINEERING GROUP, INC 18652 FLORIDA STREET,SUITE 100 HUNTINGTON BEACH, CA 92648 (714) 847-7100 MBCM INC 99 SUPERIOR AVE TORONTO, ONTARIO (647) 294-7696 INTERIOR DESIGN: PFVS 5755 DUPREE DR. ATLANTA, GA 30327 (404) 503-5000 PARKING ANALYSIS HOLIDAY INN EXPRESS PER AMC 18.42.020 TABLE 42.A 66 SPACES HILTON GARDEN INN/HOME 2 SUITES 148 SPACES 1 SPACE PER 200 SF RETAIL (1600 SF) 0.25 SPACES PER EMPLOYEE (20 EMPLOYEES)5 SPACES 8 SPACES TOTAL PARKING SPACES REQUIRED:227 SPACES TOTAL PARKING SPACES PROVIDED GROUND LEVEL:30 SPACES 1 LEVEL BELOW GRADE (GARAGE):99 SPACES 2 LEVELS BELOW GRADE (GARAGE):102 SPACES TOTAL: PARKING ANALYSIS HOLIDAY INN EXPRESS PER AMC 18.42.020 TABLE 42.A 0.8 SPACES PER GUESTROOM (101 ROOMS)80.8 SPACES HILTON GARDEN INN/HOME 2 SUITES 0.8 SPACES PER GUESTROOM (223 ROOMS)178.4 SPACES 1 SPACE PER 1000 SF RETAIL (1516 SF) 0.25 SPACES PER EMPLOYEE (14 EMPLOYEES)3.5 SPACES 1.5 SPACES TOTAL PARKING SPACES REQUIRED:272 SPACES TOTAL PARKING SPACES PROVIDED GROUND LEVEL:27 SPACES 1 LEVEL SUBTERRANEAN (GARAGE):99 SPACES 2 LEVELS SUBTERRANEAN (GARAGE):101 SPACES TOTAL:227 SPACES LEVEL K QQ SUITE TOTAL L02 1 9 0 10 L03 1 20 1 22 L04 1 20 1 22 L05 1 20 1 22 L06 1 20 1 22 TOTAL 5 89 4 98 5%91%4%100% HOME 2 SUITES LEVEL K QQ SUITE TOTAL L02 1 22 2 25 L03 1 22 2 25 L04 1 22 2 25 L05 1 22 2 25 L06 1 22 2 25 TOTAL 5 110 10 125 4%87%8%100% HILTON GARDEN INN LEVEL K QQ SUITE TOTAL L02 2 31 2 35 L03 2 42 3 47 L04 2 42 3 47 L05 2 42 3 47 L06 2 42 3 47 TOTAL 10 199 14 223 5%89%6%100% TOTAL DUAL HILTON ROOM MATRIX 8 SPACE PER 1000 SF MEETING ROOM (975 SF)7.8 SPACES TOTAL:PERCENTAGE OF PARKING PROVIDED:83% TOTAL LOT AREA WITH DEDICATION: ADDRESS:1441 S MANCHESTER AVE 2.690 ACRES ANAHEIM, CA 92802 GENERAL PLAN: EXISTING USE: 125 ROOM QUALITY INN & SUITES AND 101 ROOM HOLIDAY INN EXPRESS COMMERCIAL RECREATION ANAHEIM RESORT SPECIFIC PLAN (SP-92-2)ZONE (AMC 18.116): 83'-11"BUILDING HEIGHT: FRONT SETBACK ALONG MANCHESTER AVE:13'-0" INTERIOR SETBACK:10'-0" BUILDING INFORMATION BUILDING HEIGHT: OCCUPANCY TYPE: CONSTRUCTION TYPE:GROUND FLOOR: I-A FLOORS 2-6: III-A R-1 83'-11" 2ND-6TH FLOOR AREA: 1ST FLOOR AREA:30,379 SF 27,877 SF TOTAL NEW HOTEL BUILDING AREA:169,764 SF PROJECT ANALYSIS PROPOSED LOT AREA FOR NEW HOTEL: TOTAL LOT AREA:108,943 SF (2.502 ACRES) 58,109 SF (1.523 ACRES) SUBTERRANEAN PARKING LEVEL 1:27,711 SF SUBTERRANEAN PARKING LEVEL 2:27,711 SF TOTAL:225,186 SF EXISTING HOLIDAY INN EXPRESS:50,835 SF (1.167 ACRES) PROPOSED LOT AREA FOR NEW HOTEL WITH DEDICATION: TOTAL LOT AREA WITH DEDICATION:117,176 SF (2.691 ACRES) 70,611 SF (1.621 ACRES) EXISTING HOLIDAY INN EXPRESS WITH DEDICATION:54,798 SF (1.258 ACRES) PROJECT LOCATION VICINITY MAP SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 5 /2 9 /2 0 1 8 1 0 :3 1 :3 8 A M GENERAL INFORMATION G002 ARCHITECTURAL SHEET SHEET TITLE A101 SITE PLAN A102 GROUND LEVEL PARKING PLAN A102A PARKING GARAGE LEVEL 1 PLAN A102B PARKING GARAGE LEVEL 2 PLAN A102C TURNING MOVEMENTS A103 FIRST FLOOR PLAN A104 SECOND FLOOR PLAN A105 TYPICAL FLOOR PLAN A107 ROOF PLAN A108 TYPICAL GUESTROOM PLANS A200 EXTERIOR ELEVATIONS A201 MATERIALS A300 BUILDING SECTIONS A400 SHADE AND SHADOW DIAGRAMS A401 CIRCULATION PLAN A402 SIGNAGE A500 RENDERINGS A501 RENDERINGS NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 GENERAL SHEET SHEET TITLE G001 COVER SHEET G002 GENERAL INFORMATION LANDSCAPE SHEET SHEET TITLE LC1 SITE PLAN LC2 TREE PLAN LC3 SHRUB AND GROUNDCOVER PLAN LC4 SETBACK REALM LANDSCAPE LC5 CONCEPT IMAGES LC6 IRRIGATION PLAN CIVIL SHEET SHEET TITLE C-1 SITE CONSTRAINTS PLAN C-2 CONCEPTUAL SITE GRADING PLAN C-3 CONCEPTUAL SITE UTILITY PLAN T Y P 8 '- 6 " 1 8 '-0 " T Y P EXISTING 5 STORY 101 ROOM HOLIDAY INN EXPRESS S O U T H M A N C H E S T E R A V E RAMP DOWN 7 '- 1 1 5 / 8 " 5 '- 0 " 2 3 '- 9 " 9 '- 0 " 5 '- 0 " 9 '- 0 " 3 '- 6 " 4 '- 5 1 / 8 " 8 S P A C E S = 6 8 '- 0 " 9 '- 8 5 / 8 " 6 STORY 223 ROOM DUAL BRAND HILTON GARDEN INN/ HOME 2 SUITES 1 7 '- 0 " 2 S P A C E S = TURNING TEMPLATE: 16'-0" INSIDE TURNING RADIUS AND 26'-0" OUTSIDE TURNING RADIUS ARM BAR GATE INTO VALET PARKING GARAGE VALET STATION 8'x20' PASSENGER DROP OFF SPACE NO ELEVATION CHANGE AT TRANSITION OF PARKING TO SIDEWALK PORTE COCHERE ABOVE 12'x20' LOADING SPACE AND SHUTTLE DROP OFF BUS PARKING CANOPY ABOVE 4 S P A C E S = 4 4 '-0 " 1 8 '-0 " 3 S P A C E S = 2 5 '-6 " 1 8 '- 0 " 3 0 '- 2 1 / 2 " 1 8 '-0 " 2 5 '-1 1 3 /8 " 7 '-8 3 /4 " 4 '-0 "1 3 '-3 1 /8 " 18'-0" 26 ' - 0 " 2 6 ' - 0 " 1 3 '-3 1 /8 "4 '-0 "8 '-0 " 24'-0"29'-9 1/2" 29 ' - 0 3 / 4 " 24 ' - 0 " 24'-2 3/4" 4 0 '- 2 1 / 8 " 4 3 '-2 1 /4 " 2 5 '-1 1 3 /4 " 2 9 '-7 3 /4 " REFUSE ROOM NEW FIRE HYDRANT RELOCATED FIRE HYDRANT FIRE ACCESS LANE BIKE RACK EXISTING 5 FT TALL PERIMETER WALL EL: 145.75 EL: 145.04 EL: 145.26EL: 145.57 EL: 144.51 EL: 144.86 EL: 144.44 EL: 144.50EL: 145.88 EL: 144.40 EL: 143.20 EL: 143.40 EL: 143.60 EL: 143.95 EL: 144.18 EL: 143.86 EL: 143.80 EL: 144.50 EL: 144.50 EL: 143.70 TURNING TEMPLATE: 16'-0" INSIDE TURNING RADIUS AND 26'-0" OUTSIDE TURNING RADIUS TURNING TEMPLATE: 16'-0" INSIDE TURNING RADIUS AND 26'-0" OUTSIDE TURNING RADIUS TURNING TEMPLATE: 16'-0" INSIDE TURNING RADIUS AND 26'-0" OUTSIDE TURNING RADIUS LINE OF SIGHT TRIANGLE NEW FIRE HYDRANT PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 6 /1 1 /2 0 1 8 2 :5 6 :5 8 P M GROUND LEVEL PARKING PLAN A102 1" = 20'-0" 1 GROUND LEVEL PARKING PLAN NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 T Y P 8 '- 6 " 1 8 '-0 " T Y P EXISTING 5 STORY 101 ROOM HOLIDAY INN EXPRESS S O U T H M A N C H E S T E R A V E RAMP DOWN 5 '- 0 " 2 3 '- 9 " 9 '- 0 " 5 '- 0 " 9 '- 0 " 3 '- 6 " 8 S P A C E S = 6 8 '- 0 " 02 03 03 01 01 01 09 05 04 04 07 08 06 06 6 STORY 223 ROOM DUAL BRAND HILTON GARDEN INN/ HOME 2 SUITES 02 10 11 12 23 15 16 17 18 19 19 19 06 20 20 20 20 21 21 22 1 7 '- 0 " 2 S P A C E S = 14 23 24 25 25 26 26 27 27 27 32 28 28 29 06 3013 8' - 0 " 20'-0" 45'-0" 12 ' - 0 " 20'-0" WEST COAST UNIVERSITY 31 31 12 ' - 0 " 4 S P A C E S = 4 4 '-0 " 31 12 ' - 0 " 33 33 34 34 35 36 35 SITE PLAN KEYNOTES KEYNOTES LISTED BELOW PERTAIN TO THE PLANS ON THIS SHEET ONLY NO.DESCRIPTION 01 PROPERTY LINE 02 LINE OF ULTIMATE RIGHT OF WAY 03 10' LANDSCAPE SETBACK 04 PARKING GARAGE VENTILATION 05 BICYCLE PARKING 06 ACCESSIBLE PARKING STALL SIGNS CAMUTCD SIGN R99(CA), R99B, AND R7-8B 07 TOW AWAY FOR DISABLED PARKING SIGN R100B(CA) 08 PRIVATE PROPERTY SIGN ANAHEIM MUNICIPAL CODE SECTION 4.75.090 09 MONUMENT SIGN 10 FREEWAY RIGHT OF WAY 11 CENTERLINE OF MANCHESTER AVENUE 12 12'x20' LOADING SPACE AND SHUTTLE DROP OFF 13 8'x20' PASSENGER DROP OFF SPACE 14 ARM BAR GATE INTO VALET PARKING GARAGE 15 REFUSE ROOM WITH TRASH COMPACTOR AND (3) 34"x72" COMPOST BIN. REF A400 FOR CIRCULATION PLAN FOR PICK UP 16 8'x10' TRANSFORMER PAD 17 NO ELEVATION CHANGE AT TRANSITION OF PARKING TO SIDEWALK 18 PORTE COCHERE ABOVE 19 CANOPY ABOVE 20 TURNING TEMPLATE: 16'-0" INSIDE TURNING RADIUS AND 26'-0" OUTSIDE TURNING RADIUS 21 VALET STATION 22 ROLLED CURB FOR FIRE ACCESS 23 2'X1' "NO TRESPASSING 602(K) P.C." SIGN WITH WHITE BACKGROUND AND BLACK 2" LETTERING 24 CITY APPROVED "NO PARKING FIRELANE SIGN (VERIFY LOCATIONS WITH LOCAL FIRE DEPARTMENT) 25 PAINTED CURB/STRIPING, NO PARKING ZONE/FIRE LANE (4" WIDE, RED TRAFFIC PAINT, VERFY LOCATIONS WITH LOCAL FIRE DEPARTMENT) 26 NEW LOT LINE 27 EXISTING LOT LINE 28 EXISTING CURB LINE 29 NEW STRIPING 30 BUS PARKING 31 GENERATOR 32 EDGELINE STRIPING (PAINTED WHITE) AT EXISTING CURB LINE WITH "NO STOPPING ANY TIME" SIGNS. 33 PLANTERS AT ALL HATCHED AREA, TYPICAL 34 UNDERGROUND VAULT 35 NEW FIRE HYDRANT 36 RELOCATED FIRE HYDRANT SITE PLAN NOTES 1. PARKING COMPLIES WITH AMC 18.116.140.040 2. ALL ENTRANCES TO PARKING AREAS SHALL BE POSTED WITH APPROPRIATE SIGNS PER 22658(a) CVC, TO ASSIST IN REMOVAL OF VEHICLES AT THE PROPERTY OWNERS/MANAGERS REQUEST. PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 6 /1 1 /2 0 1 8 2 :5 6 :5 5 P M SITE PLAN A101 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 1" = 20'-0" SITE PLAN1 14 ' - 2 7 / 8 " 38 S P A C E S = 1 6 3 ' - 6 " 1' - 6 1 / 4 " 9' - 4 1 / 4 " 1 8'-8 " T Y P 1 6'-0 " T Y P 1 6'-0 " UP DOWN SLOPE 5% DN 3 '-2 " 6 S P A C E S = 5 3 '-0 " T Y P 1 6'-0" 1 0 S P A C E S = 4 4 '-6 " 3 '-2 " 14 SPACES = 121'-0" T Y P 1 6 '-0 " 2 2 '-8 " T Y P 1 6 '-0 " T Y P 1 6 '-0 " 13 SPACES = 112'-6" TYP 16'-0" TYP 16'-0" TYP 16'-0"18'-4 1/2" 2 '-1 1 /2 " 7 S P A C E S = 6 1 '-6 " EL: 137.68 EL: 136.88 EL: 135.13 EL: 134.33 EL: 136.88 EL: 135.13 GARAGE PLAN NOTES 1. EACH GARAGE LEVEL SHALL HAVE CLEARLY MARKED EMERGENCY STATIONS WITH HANDS-FREE, TWO-WAY COMMUNICATION WITH SECURITY/POLICE PLACED ADJACENT TO STAIRWAY LANDINGS AND APPROPRIATELY SPACED THROUGHOUT THE STRUCTURE. 10'-0"36'-4 3/8"10'-0" 10'-0"35'-3 7/8"10'-0" 8% SLOPE DOWN 16% SLOPE DOWN 16% SLOPE DOWN 56'-4 3/8" 55'-3 7/8" GARAGE ENTRY EL: 98'-5" 8% SLOPE DOWN 8% SLOPE DOWN 8% SLOPE DOWN GARAGE LEVEL 1 EL: 91'-0" GARAGE LEVEL 2 EL: 82'-0" GROUND LEVEL EL: 100'-0" GARAGE LEVEL 1.1 EL: 89'-3" GARAGE LEVEL 2.1 EL: 80'-3" 5% SLOPE DOWN 5% SLOPE DOWN PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 4 /1 0 /2 0 1 8 2 :0 4 :3 5 P M PARKING GARAGE LEVEL 1 PLAN A102A NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 3/32" = 1'-0" GARAGE LEVEL 11 1/8" = 1'-0" RAMP DETAIL2 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 REFERENCE A102C FOR TURNING RADII 13 ' - 1 7 / 8 " 38 S P A C E S = 1 6 3 ' - 6 " 1' - 6 1 / 4 " 9' - 4 1 / 4 " T Y P 1 6'-0" T Y P 1 6'-0 " 1 8'-8 " T Y P 1 6'-0" UP SLOPE 5% DN 3 '-2 " 6 S P A C E S = 5 3 '-0 " 1 0 S P A C E S = 4 4 '-6 " 3 '-2 " T Y P 1 6 '-0 " 2 2 '-8 " T Y P 1 6 '-0 " T Y P 1 6 '-0 " 14 SPACES = 121'-0" 13 SPACES = 112'-6" 2 '-1 1 /2 " 7 S P A C E S = 6 1 '-6 " 18'-4 1/2" 1 S P A C E = 1 0 '-6 " 1 S P A C E = 1 0 '-6 " EL: 128.68 EL: 127.88 EL: 127.88 EL: 126.13 GARAGE PLAN NOTES 1. EACH GARAGE LEVEL SHALL HAVE CLEARLY MARKED EMERGENCY STATIONS WITH HANDS-FREE, TWO-WAY COMMUNICATION WITH SECURITY/POLICE PLACED ADJACENT TO STAIRWAY LANDINGS AND APPROPRIATELY SPACED THROUGHOUT THE STRUCTURE. PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 4 /1 0 /2 0 1 8 2 :0 4 :3 6 P M PARKING GARAGE LEVEL 2 PLAN A102B NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 REF:/ 3/32" = 1'-0"1A201 1 GARAGE LEVEL 2 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 REFERENCE A102C FOR TURNING RADII PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 4 /1 1 /2 0 1 8 3 :1 8 :1 6 P M TURNING MOVEMENTS A102C NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 UP REFUSE LOUNGE HILTON GARDEN INN BREAKFAST ROOM KITCHEN LAUNDRY STAFF IT BELL RECEPTION MARKET OFFICE OPEN OFFICE RETAILLOBBY RESTROOM RESTROOM RESTROOM RESTROOM POOL RESTROOM POOL RESTROOM ELEC RAMP DOWN OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE MEETING ROOM KITCHEN RECEPTION OFFICE A.2 B.1 C.5 E.4 F.8 H.8 K.4 L.3 N.3 P.9 Q.9 1.1 1.7 3.4 3.9 4.8 6.8 8.8 10.8 11.2 17.9 16.9 14.9 11.9 14.1 12.9 H.2 E.9 D.7 MEETING ROOM OFFICE OFFICE OFFICE OFFICE ACCOUNTING OFFICE P.4 L.2 ENGINEERING SHOP PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 4 /1 0 /2 0 1 8 1 1 :4 3 :4 9 A M FIRST FLOOR PLAN A103 3/32" = 1'-0" FIRST FLOOR PLAN1 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 A 2 B C D 3 4 E F G H K L M N P R L.5 E.8 15 16 17 18 Q 1 HOUSEKEEPING BACK OF HOUSE ICE WOMEN MEN GUEST LAUNDRY BOH HOME 2 SUITES BREAKFAST ROOM FITNESS 25 HILTON GARDEN INN ROOMS 10 HOME 2 SUITES ROOMS V I T R E O U S C H I N A T O I L E T S P E R S U A D E K - 3 6 5 4 13 14 12 5 76 8 9 10 11 J J.1 H.7 PORTE COCHERE BELOW PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 4 /1 2 /2 0 1 8 8 :0 4 :4 8 A M SECOND FLOOR PLAN A104 3/32" = 1'-0" SECOND FLOOR PLAN1 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 A 2 B C D 3 4 E F G H K L M N P R L.5 E.8 15 16 17 18 Q 1 A108 6 A108 5 A108 1 A108 2 A108 4 A108 3 HOUSEKEEPING BACK OF HOUSE 25 HILTON GARDEN INN ROOMS 22 HOME 2 SUITES ROOMS 13 14 12 5 76 8 9 10 11 J J.1 H.7 PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 4 /1 2 /2 0 1 8 8 :0 4 :5 1 A M TYPICAL FLOOR PLAN A105 3/32" = 1'-0" TYP UPPER FLOOR PLAN1 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 7'-1 1 " 7'-1 1" 1 3 '-6 " 6'-7" 3' - 2 " 3' - 8 " 01 01 01 01 01 01 03 03 04 04 06 02 02 02 02 02 05 TYP 05 TYP 05 TYP 07 08 1 4 4 1 09 ROOF PLAN KEYNOTES KEYNOTES LISTED BELOW PERTAIN TO THE PLANS ON THIS SHEET ONLY NO.DESCRIPTION 01 BATHROOM EXHAUSTS 02 SKYLIGHT 03 ELEVATOR OVERRUNS 04 ROOF TOP MECHANICAL UNITS 05 EXTERIOR WALL LINE BELOW 06 STAIR TO ROOF 07 ROOF OVER SECOND FLOOR TERRACE 08 PORTE COCHERE BELOW 09 ADDRESS NUMBERS. MINIMUM SIZE 4' IN HEIGHT AND 2' 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 GROUND LEVEL. PROJECT NORTH SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 4 /1 0 /2 0 1 8 8 :0 3 :1 0 A M ROOF PLAN A107 1" = 10'-0" ROOF PLAN1 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 2 C D 1 1 2 ' - 1 0 " 3 6 ' - 1 1 / 4 " 3 4 ' - 7 1 / 2 " 3 5 ' - 2 1 / 4 " 3 4 L N 3 6 ' - 1 1 / 4 " 2 5 ' - 8 " E . 8 2 1 2 2 8 ' - 0 " 8 ' - 0 " 3 1 ' - 1 7 / 8 " 1 2 H . 7 3 5 ' - 7 1 / 4 " L . 5 1 9 2 0 3 0 ' - 4 1 / 2 " 3 1 ' - 1 3 / 4 " 1 4 1 1 J . 1 E . 8 3 5 ' - 1 3 / 4 " 7 8 H . 7 L . 5 8 ' - 0 " 3 0 ' - 4 1 / 2 " 2 9 ' - 8 1 / 4 " 2 8 ' - 4 1 / 8 " 6 1 / 8 " 7 ' - 0 7 / 8 " 5 6 J . 1 S H E E T N O . T h i s d r a w i n g w a s p r e p a r e d f o r u s e o n a s p e c i f i c s i t e c o n t e m p o r a n e o u s l y w i t h i t s i s s u e d a t e a n d i t i s n o t s u i t a b l e f o r u s e o n a d i f f e r e n t p r o j e c t s i t e o r a t a l a t e r t i m e . U s e o f t h i s d r a w i n g f o r r e f e r e n c e o r e x a m p l e o n a n o t h e r p r o j e c t r e q u i r e s t h e s e r v i c e s o f p r o p e r l y l i c e n s e d a r c h i t e c t s a n d e n g i n e e r s . R e p r o d u c t i o n o f t h i s d r a w i n g f o r r e u s e o n a n o t h e r p r o j e c t i s n o t a u t h o r i z e d a n d m a y b e c o n t r a r y t o t h e l a w . B R R O r i g i n a l p r i n t e d o n r e c y c l e d p a p e r C O P Y R I G H T N O T I C E C O N S U L T A N T P R O J E C T N O . S H E E T T I T L E I S S U E S & R E V I S I O N S A R C H I T E C T O F R E C O R D : 6 7 0 0 A N T I O C H P L A Z A S U I T E 3 0 0 M E R R I A M , K S 6 6 2 0 4 w w w . b r r a r c h . c o m T E L : 9 1 3 - 2 6 2 - 9 0 9 5 F A X : 9 1 3 - 2 6 2 - 9 0 4 4 D R A W N B Y : P R O F E S S I O N A L S E A L P R O J E C T M A N A G E R : I S S U E D : C H E C K E D B Y : P R O J E C T N A M E P R O J E C T A D D R E S S J A M E S A . H A I L E Y H I L T O N G A R D E N I N N / H O M E 2 S U I T E S 1 4 4 1 S . M A N C H E S T E R A V E A N A H E I M , C A 9 2 8 0 2 3 1 0 0 0 2 4 1 1 1 / 1 0 / 1 7 4 / 1 0 / 2 0 1 8 1 1 : 4 3 : 5 1 A M T Y P I C A L G U E S T R O O M P L A N S A 1 0 8 1 / 4 " = 1 ' - 0 " H 2 S Q Q - S U I T E 1 1 / 4 " = 1 ' - 0 " H 2 S Q - 2 B E D R O O M 2 1 / 4 " = 1 ' - 0 " H G I Q - C O R N E R 2 B E D R O O M 3 1 / 4 " = 1 ' - 0 " H G I Q Q - C O R N E R S U I T E 4 1 / 4 " = 1 ' - 0 " H G I Q Q - L O N G 5 1 / 4 " = 1 ' - 0 " H G I Q Q - S U I T E 6 N O . D A T E D E S C R I P T I O N 1 1 1 / 1 4 / 1 7 P L A N N I N G C O M M I S S I O N A P P R O V A L 2 0 1 / 2 3 / 1 8 P L A N N I N G C O M M I S S I O N C O M M E N T S 1 3 0 3 / 0 9 / 1 8 P L A N N I N G C O M M I S S I O N C O M M E N T S 2 4 0 4 / 1 0 / 1 8 P L A N N I N G C O M M I S S I O N C O M M E N T S 3 N O . D A T E D E S C R I P T I O N 1 1 1 / 1 4 / 1 7 P L A N N I N G C O M M I S S I O N A P P R O V A L 2 0 1 / 2 3 / 1 8 P L A N N I N G C O M M I S S I O N C O M M E N T S 1 3 0 3 / 0 9 / 1 8 P L A N N I N G C O M M I S S I O N C O M M E N T S 2 4 0 4 / 1 0 / 1 8 P L A N N I N G C O M M I S S I O N C O M M E N T S 3 5 0 5 / 2 9 / 1 8 P L A N N I N G C O M M I S S I O N C O M M E N T S 4 RYA N J . W A K E F I E L D PROFE S S I O N A L L A N D S U R V E Y O R L . S . 9 1 1 7 S T A T E O F C A L I F O R N IA Any color or m a t e r i a l change shall r e q u i r e review by the Planning Com m i s s i o n as a Reports a n d Recommendat i o n s item SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 5 /2 9 /2 0 1 8 1 0 :3 0 :0 2 A M MATERIALS A201 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 01 MATERIAL PALETTE STOREFRONT - BLACK CORONADO SMOOTH LIMESTONE STATUARY BRONZE ALUMINUM PANEL EIFS - LIGHT BEIGE EIFS - MEDIUM BEIGE EIFS -DARK BROWN Any color or material change shall require review by the Planning Commission as a Reports and Recommendations item SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 4 /1 0 /2 0 1 8 8 :0 3 :2 4 A M BUILDING SECTIONS A300 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 01 EAST WEST BUILDING SECTION 02 NORTH SOUTH BUILDING SECTION WALLS PARKING GARAGE CIRCULATION OFFICE LOBBY BACK OF HOUSE/ADMIN HOTEL ROOMS SECOND FLOOR 16’-0” SECOND FLOOR 16’-0” GARAGE LEVEL 1 -9’-0” GARAGE LEVEL 1 -9’-0” GARAGE LEVEL 2 -18’-0” GARAGE LEVEL 2 -18’-0” THIRD FLOOR 27’-0” THIRD FLOOR 27’-0” FOURTH FLOOR 37’-2” FOURTH FLOOR 37’-2” FIFTH FLOOR 47’-4” FIFTH FLOOR 47’-4” SIXTH FLOOR 57’-6” SIXTH FLOOR 57’-6” ROOF 72’-0” ROOF 72’-0” GROUND FLOOR GROUND FLOOR 0’-0” 0’-0” BOH BOH BOH BOH BOH LOBBY LOBBY GARAGE GARAGE GARAGE GARAGE BOH BOH BOH BOH BOH BOH OFFICE BOH BOH BOH BOH BOH COLOR LEGEND 03 ROOF TOP UNIT - SITE LINE STUDY EAST/WEST 04 ROOF TOP UNIT - SITE LINE STUDY NORTH/SOUTH *ROOF TOP UNITS NOT VISIBLE FROM PEDESTRIAN RIGHT OF WAY* *ROOF TOP UNITS NOT VISIBLE FROM PEDESTRIAN RIGHT OF WAY* NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 4 /1 0 /2 0 1 8 1 1 :4 3 :5 2 A M SHADE AND SHADOW DIAGRAMS A400 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 01 SUMMER SOLSTICE - 8:00 AM 05 SUMMER SOLSTICE - 4:00 PM 09 WINTER SOLSTICE - 2:00 PM 02 SUMMER SOLSTICE - 10:00 AM 06 WINTER SOLSTICE - 8:00 AM 10 WINTER SOLSTICE - 4:00 PM 03 SUMMER SOLSTICE - 12:00 PM 07 WINTER SOLSTICE - 10:00 AM 04 SUMMER SOLSTICE - 2:00 PM 08 WINTER SOLSTICE - 12:00 PM HIE HIE HIE HIE HIE HIE HIE HIE HIE HIE DUAL BRAND HILTON DUAL BRAND HILTON DUAL BRAND HILTON DUAL BRAND HILTON DUAL BRAND HILTON DUAL BRAND HILTON DUAL BRAND HILTON DUAL BRAND HILTON DUAL BRAND HILTON DUAL BRAND HILTON S O U T H M A N C H E S T E R S O U T H M A N C H E S T E R S O U T H M A N C H E S T E R S O U T H M A N C H E S T E R S O U T H M A N C H E S T E R S O U T H M A N C H E S T E R S O U T H M A N C H E S T E R S O U T H M A N C H E S T E R S O U T H M A N C H E S T E R S O U T H M A N C H E S T E R NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 EXISTING 5 STORY 101 ROOM HOLIDAY INN EXPRESS S O U T H M A N C H E S T E R A V E RAMP DOWN 2 1 3 4 5 7 6 8 8 8 8 CIRCULATION PLAN KEYNOTES KEYNOTES LISTED BELOW PERTAIN TO THE PLANS ON THIS SHEET ONLY NO.DESCRIPTION 1 REFUSE ROOM WITH TRASH COMPACTOR AND (3) 34"X72" COMPOST BIN. 2 16’ WIDE / 9’ TALL ROLL DOWN DOOR 3 RF READERS AT DOOR ENTRY POINTS. STAFF ENTRY ONLY 4 4 FT. WIDE AUTOMATIC SLIDER DOOR INTO REFUSE ROOM 5 12'x20' LOADING SPACE AND SHUTTLE DROP OFF 6 8'x20' PASSENGER DROP OFF SPACE 7 12'x45' BUS PARKING 8 TURNING TEMPLATE: 16'-0" INSIDE TURNING RADIUS AND 26'-0" OUTSIDE TURNING RADIUS SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 4 /1 0 /2 0 1 8 1 1 :4 3 :5 3 A M CIRCULATION PLAN A401 1" = 20'-0" CIRCULATION PLAN1 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 FIRE ACCESS LANE PEDESTRIAN TRASH TRUCK PATH VEHICLES FIRE T R U C K 6 0 ’ A C C E S S NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 HOTEL SIGNAGE S M A N C H E S T E R A V E MONUMENT SIGN will comply with Planning Standard 6 TENANT WALL SIGN ALL TENANT SIGNS SHALL CONFORM TO CITY OF ANAHEIM CODE REQUIREMENTS A201 1 SIGNAGE GENERAL NOTES 1.ALL SIGNS INCLUDING DIRECTIONAL AN TENANT SIGNS SHALL CONFORM TO CITY OF ANAHEIM CODE REQUIREMENTS AS OUTLINED I NARSP NO.92-2 SECTION 18.116.160, ARSP 5.0 DESIGN PLAN, THE ANAHEIM RESORT IDENTITY PROGRAM AND ALL OTHER CODE REQUIREMENTS FOR SIGNS AS OUTLINED BY THE CITY OF ANAHEIM. 2.PER ARSP NO.92-2 SECTION 18.116.160.0203, ALL SIGNS ON THE PROPERTY SHALL BE DESIGNED AS PART OF A COORDINATED ARCHITECTURAL, INFOMATIONAL, REGULATORY AND DIRECTIONAL SIGN SYSTEM WITH CONSISTENT DESIGN DETAILING, TYPEFACE AND COLOR SYSTEM. 3.PER ARSP NO.92-2 SECTION 18.116.160.0208, NO SIGN ABOVE 24" IN HEIGHT (AS MEASURED FROM FINISHED GRADE OF ADJACENT SIDEWALK) SHALL BE PERMITTED WITHIN THE LINE OF SIGHT TRIANGLE. ANY FREESTANDING SIGN INSTALLATION LOCATIONED WITHIN 50' OF ANY DRIVEWAY, INCLUDING DRIVEWAYS ON ADJACENT PROPERTIES SHALL MEET THE PROVISIONS OF ENGINEERING STANDARDS OF FILE IN THE CITY. 4.PER ARSP NO.92-2 SECTION 18.116.160.0211, NO SIGNS SHALL BE INSTALLED IN ANY PUBLIC RIGHTS-OF-WAY AS PROVIDED IN SETION 4.04.130 (PROHIBITION OF SIGNS IN PUBLIC RIGHT-OF WAY) OF THE ANAHEIM MUNICIPAL CODE EXCEPT SIGNS AND GATEWAYS AS DESCRIBED IN THE DESIGN PLAN WITHIN THE ULTIMATE PUBLIC RIGHT-OF-WAY ALONG KATELLA AVENUE. 5.PER ARSP NO.92-2 SECTION 18.116.160.0212, ADDRESS OF EACH TENANT WITH AN EXTERIOR PUBLIC ENTRANCE SHALL BE IDENTIFIED IN 6" HIGH NUMBERS, MAXIMUM OF 3' ABOVE THE MAIN ENTRY DOORWAY OR WITHIN 3' FROM EITHER SIDE OF THE MAIN ENTRY. 6.ALL BUSINESS IDENTIFICATION SIGNS SHALL COMPLY WITH ARSP NO.92-2 SECTION 18.116.160.060, TABLE 116-S (BUSINESS IDENTIFICATION WALL SIGNS- HOTEL/MOTEL). 7.ALL ACCESSORY BUSINESS WALL SIGNS SHALL COMPLY WITH ARSP NO.92-2 SECTION 18.116.160.060, TABLE 116-T (ACCESSORY BUSINESS WALL SIGN- HOTEL/MOTEL). 8.ALL SIGNS, WITH THE EXCEPTION OF CANOPY AND WINDOW SIGNS SHALL BE CONSTRUCTED PER ARSP NO.92-2 SECTION 18.116.160.090 (SIGN MATERIALS). 5'-7 1/8" 5' - 6 3 / 8 " 21'-1 1/8" 42'-5 5/8" 5' - 4 3 / 8 " 4' - 0 " 32'-5" SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 4 /1 0 /2 0 1 8 8 :0 3 :3 7 A M SIGNAGE A402 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 1" = 30'-0" SIGNAGE PLAN1 1/4" = 1'-0" HILTON GARDEN INN SIGN3 1/4" = 1'-0" HOME 2 SUITES SIGN2 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 01 AERIAL PERSPECTIVE 02 VIEW FROM NORTH 04 VIEW FROM SOUTHEAST 05 AERIAL VIEW FROM SOUTH 03 ENTRY VIEW 06 VIEW FROM SOUTHWEST 02 03 04 05 06 01 N S O U T H M A N C H E S T E R A V E HIE DUAL BRAND HOTEL SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 4 /1 0 /2 0 1 8 8 :0 3 :3 7 A M RENDERINGS A500 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 01 NIGHT RENDERING SHEET NO. This drawing was prepared for use on a specific site contemporaneously with its issue date and it is not suitable for use on a different project site or at a later time. Use of this drawing for reference or example on another project requires the services of properly licensed architects and engineers. Reproduction of this drawing for reuse on another project is not authorized and may be contrary to the law. BRR Original printed on recycled paper COPYRIGHT NOTICE CONSULTANT PROJECT NO. SHEET TITLE ISSUES & REVISIONS ARCHITECT OF RECORD: 6700 ANTIOCH PLAZA SUITE 300 MERRIAM, KS 66204 www.brrarch.com TEL: 913-262-9095 FAX: 913-262-9044 DRAWN BY: PROFESSIONAL SEAL PROJECT MANAGER: ISSUED: CHECKED BY: PROJECT NAME PROJECT ADDRESS JAMES A. HAILEY HILTON GARDEN INN/ HOME 2 SUITES 1441 S. MANCHESTER AVE ANAHEIM, CA 92802 31000241 11/10/17 4 /1 0 /2 0 1 8 8 :0 3 :3 8 A M RENDERINGS A501 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 NO. DATE DESCRIPTION 1 11/14/17 PLANNING COMMISSION APPROVAL 2 01/23/18 PLANNING COMMISSION COMMENTS 1 3 03/09/18 PLANNING COMMISSION COMMENTS 2 4 04/10/18 PLANNING COMMISSION COMMENTS 3 5 05/29/18 PLANNING COMMISSION COMMENTS 4 PARCEL 1 P A R " B " ( I O D ) PARCEL 2 P A R " A " B O U N D A R Y N O T E S : PM 2013-150PM 2013-150 P M 2 0 1 3 - 1 5 0 P M 2 0 1 3 - 1 5 0 M N O . D A T E D E S C R I P T I O N S H E E T N O . T h i s d r a w i n g w a s p r e p a r e d f o r u s e o n a s p e c i f i c s i t e c o n t e m p o r a n e o u s l y w i t h i t s i s s u e d a t e a n d i t i s n o t s u i t a b l e f o r u s e o n a d i f f e r e n t p r o j e c t s i t e o r a t a l a t e r t i m e . U s e o f t h i s d r a w i n g f o r r e f e r e n c e o r e x a m p l e o n a n o t h e r p r o j e c t r e q u i r e s t h e s e r v i c e s o f p r o p e r l y l i c e n s e d a r c h i t e c t s a n d e n g i n e e r s . R e p r o d u c t i o n o f t h i s d r a w i n g f o r r e u s e o n a n o t h e r p r o j e c t i s n o t a u t h o r i z e d a n d m a y b e c o n t r a r y t o t h e l a w . B R R O r i g i n a l p r i n t e d o n r e c y c l e d p a p e r C O P Y R I G H T N O T I C E C O N S U L T A N T P R O J E C T N O . S H E E T T I T L E I S S U E S & R E V I S I O N S A R C H I T E C T O F R E C O R D : N O T F O R C O N S T R U C T I O N 6 7 0 0 A N T I O C H P L A Z A S U I T E 3 0 0 M E R R I A M , K S 6 6 2 0 4 w w w . b r r a r c h . c o m T E L : 9 1 3 - 2 6 2 - 9 0 9 5 F A X : 9 1 3 - 2 6 2 - 9 0 4 4 D R A W N B Y : P R O F E S S I O N A L S E A L P R O J E C T M A N A G E R : I S S U E D : C H E C K E D B Y : P R O J E C T N A M E P R O J E C T A D D R E S S 1 2 3 45 A B C D E A B C D E 1 2 3 45 J A M E S A . H A I L E Y H I L T O N G A R D E N I N N / H O M E 2 S U I T E S 1 4 4 1 S . M A N C H E S T E R A V E A N A H E I M , C A 9 2 8 0 2 3 1 0 0 0 2 4 1 1 1 1 / 1 4 / 1 7 P L A N N I N G C O M M I S S I O N A P P R O V A L 2 0 1 / 2 4 / 1 8 P L A N N I N G C O M M I S S I O N C O M M E N T S 6 / 5 / 1 8 C - 1 G CCGDDCDDHHCHCCHCHE1CHDGDGCWOCWI C CCHC C AIRINHCDCCG 6 S T O R Y 2 2 3 R O O M D U A L B R A N D H I L T O N G A R D E N I N N / H O M E 2 S U I T E S N O . D A T E D E S C R I P T I O N S H E E T N O . T h i s d r a w i n g w a s p r e p a r e d f o r u s e o n a s p e c i f i c s i t e c o n t e m p o r a n e o u s l y w i t h i t s i s s u e d a t e a n d i t i s n o t s u i t a b l e f o r u s e o n a d i f f e r e n t p r o j e c t s i t e o r a t a l a t e r t i m e . U s e o f t h i s d r a w i n g f o r r e f e r e n c e o r e x a m p l e o n a n o t h e r p r o j e c t r e q u i r e s t h e s e r v i c e s o f p r o p e r l y l i c e n s e d a r c h i t e c t s a n d e n g i n e e r s . R e p r o d u c t i o n o f t h i s d r a w i n g f o r r e u s e o n a n o t h e r p r o j e c t i s n o t a u t h o r i z e d a n d m a y b e c o n t r a r y t o t h e l a w . B R R O r i g i n a l p r i n t e d o n r e c y c l e d p a p e r C O P Y R I G H T N O T I C E C O N S U L T A N T P R O J E C T N O . S H E E T T I T L E I S S U E S & R E V I S I O N S A R C H I T E C T O F R E C O R D : N O T F O R C O N S T R U C T I O N 6 7 0 0 A N T I O C H P L A Z A S U I T E 3 0 0 M E R R I A M , K S 6 6 2 0 4 w w w . b r r a r c h . c o m T E L : 9 1 3 - 2 6 2 - 9 0 9 5 F A X : 9 1 3 - 2 6 2 - 9 0 4 4 D R A W N B Y : P R O F E S S I O N A L S E A L P R O J E C T M A N A G E R : I S S U E D : C H E C K E D B Y : P R O J E C T N A M E P R O J E C T A D D R E S S 1 2 3 45 A B C D E A B C D E 1 2 3 45 J A M E S A . H A I L E Y H I L T O N G A R D E N I N N / H O M E 2 S U I T E S 1 4 4 1 S . M A N C H E S T E R A V E A N A H E I M , C A 9 2 8 0 2 3 1 0 0 0 2 4 1 1 1 1 / 1 4 / 1 7 P L A N N I N G C O M M I S S I O N A P P R O V A L 2 0 1 / 2 4 / 1 8 P L A N N I N G C O M M I S S I O N C O M M E N T S 6 / 5 / 1 8 C - 2 6 S T O R Y 2 1 7 R O O M D U A L B R A N D H I L T O N G A R D E N I N N / H O M E 2 S U I T E S N O . D A T E D E S C R I P T I O N S H E E T N O . T h i s d r a w i n g w a s p r e p a r e d f o r u s e o n a s p e c i f i c s i t e c o n t e m p o r a n e o u s l y w i t h i t s i s s u e d a t e a n d i t i s n o t s u i t a b l e f o r u s e o n a d i f f e r e n t p r o j e c t s i t e o r a t a l a t e r t i m e . U s e o f t h i s d r a w i n g f o r r e f e r e n c e o r e x a m p l e o n a n o t h e r p r o j e c t r e q u i r e s t h e s e r v i c e s o f p r o p e r l y l i c e n s e d a r c h i t e c t s a n d e n g i n e e r s . R e p r o d u c t i o n o f t h i s d r a w i n g f o r r e u s e o n a n o t h e r p r o j e c t i s n o t a u t h o r i z e d a n d m a y b e c o n t r a r y t o t h e l a w . B R R O r i g i n a l p r i n t e d o n r e c y c l e d p a p e r C O P Y R I G H T N O T I C E C O N S U L T A N T P R O J E C T N O . S H E E T T I T L E I S S U E S & R E V I S I O N S A R C H I T E C T O F R E C O R D : N O T F O R C O N S T R U C T I O N 6 7 0 0 A N T I O C H P L A Z A S U I T E 3 0 0 M E R R I A M , K S 6 6 2 0 4 w w w . b r r a r c h . c o m T E L : 9 1 3 - 2 6 2 - 9 0 9 5 F A X : 9 1 3 - 2 6 2 - 9 0 4 4 D R A W N B Y : P R O F E S S I O N A L S E A L P R O J E C T M A N A G E R : I S S U E D : C H E C K E D B Y : P R O J E C T N A M E P R O J E C T A D D R E S S 1 2 3 45 A B C D E A B C D E 1 2 3 45 J A M E S A . H A I L E Y H I L T O N G A R D E N I N N / H O M E 2 S U I T E S 1 4 4 1 S . M A N C H E S T E R A V E A N A H E I M , C A 9 2 8 0 2 3 1 0 0 0 2 4 1 1 1 1 / 1 4 / 1 7 P L A N N I N G C O M M I S S I O N A P P R O V A L 2 0 1 / 2 4 / 1 8 P L A N N I N G C O M M I S S I O N C O M M E N T S 4 / 1 7 / 1 8 C - 3 N O . D A T E D E S C R I P T I O N S H E E T N O . T h i s d r a w i n g w a s p r e p a r e d f o r u s e o n a s p e c i f i c s i t e c o n t e m p o r a n e o u s l y w i t h i t s i s s u e d a t e a n d i t i s n o t s u i t a b l e f o r u s e o n a d i f f e r e n t p r o j e c t s i t e o r a t a l a t e r t i m e . U s e o f t h i s d r a w i n g f o r r e f e r e n c e o r e x a m p l e o n a n o t h e r p r o j e c t r e q u i r e s t h e s e r v i c e s o f p r o p e r l y l i c e n s e d a r c h i t e c t s a n d e n g i n e e r s . R e p r o d u c t i o n o f t h i s d r a w i n g f o r r e u s e o n a n o t h e r p r o j e c t i s n o t a u t h o r i z e d a n d m a y b e c o n t r a r y t o t h e l a w . B R R O r i g i n a l p r i n t e d o n r e c y c l e d p a p e r C O P Y R I G H T N O T I C E C O N S U L T A N T P R O J E C T N O . S H E E T T I T L E I S S U E S & R E V I S I O N S A R C H I T E C T O F R E C O R D : N O T F O R C O N S T R U C T I O N 6 7 0 0 A N T I O C H P L A Z A S U I T E 3 0 0 M E R R I A M , K S 6 6 2 0 4 w w w . b r r a r c h . c o m T E L : 9 1 3 - 2 6 2 - 9 0 9 5 F A X : 9 1 3 - 2 6 2 - 9 0 4 4 D R A W N B Y : P R O F E S S I O N A L S E A L P R O J E C T M A N A G E R : I S S U E D : C H E C K E D B Y : P R O J E C T N A M E P R O J E C T A D D R E S S 1 2 3 45 A B C D E A B C D E 1 2 3 45 J A M E S A . H A I L E Y H I L T O N G A R D E N I N N / H O M E 2 S U I T E S 1 4 4 1 S . M A N C H E S T E R A V E A N A H E I M , C A 9 2 8 0 2 3 1 0 0 0 2 4 1 1 1 1 / 1 4 / 1 7 P L A N N I N G C O M M I S S I O N A P P R O V A L 2 0 1 / 2 4 / 1 8 P L A N N I N G C O M M I S S I O N C O M M E N T S 4 / 1 7 / 1 8 C - 4 101 RoomHoliday Inn Express S O U T H M A N C H E S T E R A V E ExistingVault 10' 1 3 ' 2 0 ' 4 ' 8 ' 1 3 ' 1 0 ' R O W 1 0 ' L A N D S C A P E S E T B A C K 1 0 ' L A N D S C A P E S E T B A C K 10' LANDSCAPESETBACK10' LANDSCAPESETBACK R E F U S E 1 0 6 L O U N G E 1 1 1 H I L T O N G A R D E N I N N B R E A K F A S T R O O M 1 1 3 K I T C H E N 1 1 8 L A U N D R Y 1 2 0 S T A F F 1 1 6 I T 1 1 7 B E L L 1 2 3 R E C E P T I O N 1 0 1 L O B B Y 1 2 6 A C C O U N T I N G O F F I C E 1 3 0 O F F I C E 1 1 9 O P E N O F F I C E 1 2 8 S A L E S M A N A G E R O F F I C E 1 3 4 F L E X O F F I C E 1 3 5 H R O F F I C E 1 3 6 R E T A I L 1 4 7 L O B B Y 1 0 2 R E S T R O O M 1 2 5 R E S T R O O M 1 0 4 R E S T R O O M 1 0 3 POOLRESTROO M POOLRESTROO M ELEC107 R A M P D O W N E N G I N E E R I N G S H O P 1 2 1 O F F I C E 1 2 2 O F F I C E 1 3 1 O F F I C E 1 3 2 G M O F F I C E 1 3 3 O F F I C E 1 4 4 O F F I C E 1 4 3 O F F I C E 1 4 2 O F F I C E 1 4 1 M E E T I N G R O O M 1 4 6 K I T C H E N 1 3 7 R E C E P T I O N 1 3 9 O F F I C E 1 4 5 M E E T I N G R O O M 1 1 4 D R Y E R 0 1 8 8 R E S T R O O M 1 2 4 L A N D S C A P E S E T B A C K S T R E E T S C A P E P L A N T I N G T R E E S A N D S H R U B S F R O M C I T Y O F A N A H E I M M A T R I X H E D G E A D J A C E N T T O S I D E W A L K / L A Y E R E D P L A N T I N G A N N U A L C O L O R / E N H A N C E D E N T R Y P L A N T I N G W A T E R F E A T U R E P O R T E C O C H E R E M O N U M E N T S I G N P E R C I T Y S T A N D A R D U T I L I T I E S S C R E E N E D B Y P L A N T S S C R E E N S H R U B / L A N D S C A P E B U F F E R S C R E E N S H R U B / L A N D S C A P E B U F F E R P E R I M E T E R S C R E E N S H R U B 6' TALL PERIMETER WALLENHANCED DECORATIVE, TEXTURED, PAVING P A V I N G T O M A T C H / C O M P L E M E N T I N T E R I O R F L O O R I N G SPLASH PAD 2SPLASH PAD 1POOL P A V I N G T O M A T C H / C O M P L E M E N T I N T E R I O R F L O O R I N G P O O L S E C U R I T Y W A L L / F E N C E POOL SECURITY FENCEPERIMETER SCREEN SHRU B 6' TALL PERIMETER WALLPERIMETER SCREEN SHRUB PERIMETER SCREEN SHRUB TYPICAL UNENHANCEDCONCRETE PAVING / POOL DECKPOOL SECURITY WALL/FENCETYPICAL UNENHANC E D C O N C R E T E P A V I N G T Y P I C A L U N E N H A N C E D C O N C R E T E P A V I N G T Y P I C A L U N E N H A N C E D C O N C R E T E P A V I N G T Y P I C A L C O N C R E T E P A V I N G P E R C I T Y S T A N D A R D D E T A I L T Y P I C A L U N E N H A N C E D C O N C R E T E A D A S I D E W A L K T Y P I C A L C O N C R E T E P A V I N G P E R C I T Y S T A N D A R D D E T A I L COVERED POOL EQUIPMENT ROOM A L L P L A N T I N G M A T E R I A L A N D I R R I G A T I O N E Q U I P M E N T S H A L L B E P E R T H E A P P R O V E D A R M D A N N U A L C O L O R A T E N T R Y T O M A T C H E X I S T I N G A T A D J A C E N T P R O P E R T Y 2 ' O F A N N U A L C O L O R O N A L L S I D E S O F M O N U M E N T S I G N SCREENED UTILITY AREATYPICAL UNENHANCEDCONCRETE PAVING / POOL DECKSPA W A T E R F E A T U R E C L I P P E D H E D G E P O T T E D P L A N T S T R E E S I N G R A T E S P O T T E D P L A N T S WATER F E A T U R E N L C 1 1 " = 2 0 ' - 0 " S I T E P L A N S C A L E : 2 - 2 7 - 1 8 S H E E T N O . D A T E : C H E C K E D B Y : D R A W N B Y : J O B N A M E : C . S . L E F EMERALD D E S I G N DATE REVISION BY H I L T O N G A R D E N I N N o r p r o j e c t c o n s t r u c t i o n m a d e f r o m a n y d o c u m e n t b e a r i n g t h i s n o t e . T h e l a n d s c a p e a r c h i t e c t i s n o t r e s p o n s i b l e f o r c o n t r a c t b i d s N O T A C C E P T A B L E F O R B I D D I N G O R C O N S T R U C T I O N . c l i e n t - r e q u e s t e d r e v i s i o n s , a n d i n h o u s e r e v i e w , a n d a r e t h e r e f o r e , T h e s e d o c u m e n t s a r e s u b j e c t t o c h a n g e d u e t o p u b l i c a g e n c y c o m m e n t , P R O G R E S S D R A W I N G ANAHEIM RESORT DUAL BRAND HOTEL California License #3098 Tel: (714) 680-0417 Fullerton, California 92832 Email: charles@emeraldladesign.com 305 N. Harbor Blvd, Suite 222 HOME 2 SUITES & HILTON GARDEN INN 1441 S. MANCHESTER AVE. ANAHEIM, CA 92802 4/10/18 PLANNING COMMISSION COMMENTS 3 RM 5-11-18 REAR YARD 2' LANDSCAPE BUFFER EF 6-8-18 REAR YARD SETBACK EF S O U T H M A N C H E S T E R A V E Exis t i n g Vau l t 10' 1 3 ' 2 0 ' 4 ' 8 ' 1 3 ' 1 0 ' R O W 1 0 ' L A N D S C A P E S E T B A C K 1 0 ' L A N D S C A P E S E T B A C K 10' LANDSCAPESETBACK10' LANDSCAPESETBACK R E F U S E 1 0 6 L O U N G E 1 1 1 H I L T O N G A R D E N I N N B R E A K F A S T R O O M 1 1 3 K I T C H E N 1 1 8 L A U N D R Y 1 2 0 S T A F F 1 1 6 I T 1 1 7 B E L L 1 2 3 R E C E P T I O N 1 0 1 L O B B Y 1 2 6 A C C O U N T I N G O F F I C E 1 3 0 O F F I C E 1 1 9 O P E N O F F I C E 1 2 8 S A L E S M A N A G E R O F F I C E 1 3 4 F L E X O F F I C E 1 3 5 H R O F F I C E 1 3 6 R E T A I L 1 4 7 L O B B Y 1 0 2 R E S T R O O M 1 2 5 R E S T R O O M 1 0 4 R E S T R O O M 1 0 3 P O O L R E S T R O O M P O O L R E S T R O O M E L E C 1 0 7 R A M P D O W N E N G I N E E R I N G S H O P 1 2 1 O F F I C E 1 2 2 O F F I C E 1 3 1 O F F I C E 1 3 2 G M O F F I C E 1 3 3 O F F I C E 1 4 4 O F F I C E 1 4 3 O F F I C E 1 4 2 O F F I C E 1 4 1 M E E T I N G R O O M 1 4 6 K I T C H E N 1 3 7 R E C E P T I O N 1 3 9 O F F I C E 1 4 5 M E E T I N G R O O M 1 1 4 D R Y E R 0 1 8 8 R E S T R O O M 1 2 4 L A N D S C A P E S E T B A C K A L L P L A N T I N G M A T E R I A L S S H A L L B E P E R T H E A P P R O V E D A R M D W A T E R E Q U I P M E N T S C R E E N E D B Y P L A N T S 448" BOXMED 536" BOXMED748" BOXLOW 620' BTHMED 520' BTHLOW1236" BOXMED WATER USESIZEQUANTITYSYMBOL124" BOXMED348" BOXMED 824" BOXLOW LOPHOSTEMONCONFERTUSBRISBANE BOX METROSIDEROSEXCELSUSNEW ZEALANDCHRISTMAS TREESCHINUS MOLLEMULTI TRUNK CALIFORNIAPEPPER PHOENIXDACTILIFERADATE PALM WASHINGTONIAROBUSTAMEXICANFAN PALMMAGNOLIA'LITTLE GEM'LITTLE GEMMAGNOLIA BOTANICAL NAME COMMON NAME TREES FROM CITY MATRIX*Indicates that plant is on city matrix+Indicates that plant is used within setback realm+*+*+*+TREE DENSITY CALCULATIONS- SETBACK REALM, MANCHESTERLEVEL OF TREE DENSITY = MODERATELY DENSE TREE DENSITY FACTOR >.3<.5TOTAL SETBACK REALM AREA- 5669 SFTOTAL REQUIRED TREE POINTS REQUIRED - 1700 MINTOTAL TREE POINTS PROVIDED -2450 (SEE LEGEND)24" BOX (1) - 50 POINTS48" BOX (8) - 2400 POINTSTOTAL 2450 POINTS100 % OF TREES ARE FROM THE ARSP TREE MATRIXTREE DENSITY CALCULATIONS- WEST SETBACKSLEVEL OF TREE DENSITY = MODERATELY DENSE TREE DENSITY FACTOR >.5<.8TOTAL SETBACK REALM AREA - 2448 SFTOTAL REQUIRED TREE POINTS REQUIRED - 1224 MINTOTAL TREE POINTS PROVIDED -1875 (SEE LEGEND)36" BOX (3) - 375 POINTS48" BOX (1) - 300 POINTS20' BTH (2) - 1200 POINTSTOTAL 1875 POINTS100 % OF TREES ARE FROM THE ARSP TREE MATRIX LOPHOSTEMONCONFERTUSBRISBANE BOX*+*+**+*TABEBUIAAVELLANEDAEPINK TRUMPETTREE +*SCHINUS MOLLEMULTI TRUNK CALIFORNIAPEPPERPARKING LOT TREE SHADE CALCULATIONSTOTAL PARKING SPACES= 24TREES REQUIRED = 4 [(1) - 24" BOX MIN PER 5 PARKING SPACES]TREES PROVIDED = (1) 24" BOX, (8) 48" BOX(9) EXISTING(5) ADDITIONAL NEW TREES BEYOND MINIMUMREQUIREMENT HAVE BEEN PROVIDEDA MINIMUM OF 30% OF PARKING SPACES WILL BE SHADED WITHIN 5 YEARSSETBACK REALM, MANCHESTER, LANDSCAPE AREATOTAL AREA= 2953 SFTOTAL LANDSCAPE AREA REQUIRED (80%)= 2362 SFTOTAL LANDSCAPE AREA PROVIDED (81%)= 2399 SF TREE DENSITY CALCULATIONS- SOUTH SETBACKSLEVEL OF TREE DENSITY = MODERATELY DENSE TREE DENSITY FACTOR >.5<.8TOTAL SETBACK REALM AREA- 3644 SFTOTAL REQUIRED TREE POINTS REQUIRED - 1822 MINTOTAL TREE POINTS PROVIDED -1850 (SEE LEGEND)24" BOX (9)- 450 POINTS36" BOX (4) - 500 POINTS48" BOX (3) - 900 POINTSTOTAL 1850 POINTS100 % OF TREES ARE FROM THE ARSP TREE MATRIX 748" BOXMEDGINKGO BILOBA'AUTUMN GOLD'AUTUMN GOLDMAIDENHAIR TREE*+ N E W L Y P L A N T E D A T A D J A C E N T P R O P E R T Y O N M A N C H E S T E R E S T A B L I S H E D S T R E E T P L A N T I N G A L O N G M A N C H E S T E R R H A P H I O L E P I S M E T R O S I D E R O S W A S H I N G T O N I A P H O R M I U M W A S H I N G T O N I A M E T R O S I D E R O S P H O R M I U M R H A P H I O L E P I S T h e n e w l y p r o p o s e d p l a n t i n g a r e a i s s h a r e d w i t h t h e a d j a c e n t p r o p e r t y w h i c h w a s n e w l y a p p r o v e d b y t h e c i t y o f A n a h e i m a n d p l a n t e d i n 2 0 1 6 . T h e n e w l a n d s c a p e c o n c e p t c o n t i n u e s t h e p l a n t i n g t h e m e o f t h e a d j a c e n t p r o p e r t y t o m a i n t a i n c o n s i s t e n c y a n d u n i t y w i t h i n t h e s t r e e t s c a p e . T h e m i n i m u m a m o u n t o f m a t r i x p l a n t s i s t h e r e s u l t o f m a t c h i n g t h e a d j a c e n t p l a n t i n g . S e e s a m p l e i m a g e s o n t h i s s h e e t o f t h e e x i s t i n g c o n d i t i o n s . E v e r y e f f o r t t o u s e m a t r i x p l a n t s a n d s t i l l m a i n t a i n s t r e e t s c a p e u n i f o r m i t y w a s u s e d . 9 E X I S T I N G L O W W A T E R U S E S I Z E Q U A N T I T Y S Y M B O L C I N N A M O M U M C A M P H O R C A M P H O R T R E E B O T A N I C A L N A M E C O M M O N N A M E T R E E S F R O M C I T Y M A T R I X * I n d i c a t e s t h a t p l a n t i s o n c i t y m a t r i x + I n d i c a t e s t h a t p l a n t i s u s e d w i t h i n s e t b a c k r e a l m * + N L C 2 1 " = 2 0 ' - 0 " T R E E P L A N S C A L E : 2 - 2 7 - 1 8 S H E E T N O . D A T E : C H E C K E D B Y : D R A W N B Y : J O B N A M E : C . S . L E F EMERALD D E S I G N DATE REVISION BY H I L T O N G A R D E N I N N o r p r o j e c t c o n s t r u c t i o n m a d e f r o m a n y d o c u m e n t b e a r i n g t h i s n o t e . T h e l a n d s c a p e a r c h i t e c t i s n o t r e s p o n s i b l e f o r c o n t r a c t b i d s N O T A C C E P T A B L E F O R B I D D I N G O R C O N S T R U C T I O N . c l i e n t - r e q u e s t e d r e v i s i o n s , a n d i n h o u s e r e v i e w , a n d a r e t h e r e f o r e , T h e s e d o c u m e n t s a r e s u b j e c t t o c h a n g e d u e t o p u b l i c a g e n c y c o m m e n t , P R O G R E S S D R A W I N G ANAHEIM RESORT DUAL BRAND HOTEL California License #3098 Tel: (714) 680-0417 Fullerton, California 92832 Email: charles@emeraldladesign.com 305 N. Harbor Blvd, Suite 222 HOME 2 SUITES & HILTON GARDEN INN 1441 S. MANCHESTER AVE. ANAHEIM, CA 92802 4/10/18 PLANNING COMMISSION COMMENTS 3 RM 5-11-18 REAR YARD 2' LANDSCAPE BUFFER EF 6-8-18 REAR YARD SETBACK EF 1 0 1 R o o m H o l i d a y I n n E x p r e s s S O U T H M A N C H E S T E R A V E Existin g Vault 10' 1 3 ' 2 0 ' 4 ' 8 ' 1 3 ' 1 0 ' R O W 1 0 ' L A N D S C A P E S E T B A C K 1 0 ' L A N D S C A P E S E T B A C K 10' LANDSCAPESETBACK10' LANDSCAPESETBACK R E F U S E 1 0 6 L O U N G E 1 1 1 H I L T O N G A R D E N I N N B R E A K F A S T R O O M 1 1 3 K I T C H E N 1 1 8 L A U N D R Y 1 2 0 S T A F F 1 1 6 I T 1 1 7 B E L L 1 2 3 R E C E P T I O N 1 0 1 L O B B Y 1 2 6 A C C O U N T I N G O F F I C E 1 3 0 O F F I C E 1 1 9 O P E N O F F I C E 1 2 8 S A L E S M A N A G E R O F F I C E 1 3 4 F L E X O F F I C E 1 3 5 H R O F F I C E 1 3 6 R E T A I L 1 4 7 L O B B Y 1 0 2 R E S T R O O M 1 2 5 R E S T R O O M 1 0 4 R E S T R O O M 1 0 3 P O O L R E S T R O O M P O O L R E S T R O O M E L E C 1 0 7 R A M P D O W N E N G I N E E R I N G S H O P 1 2 1 O F F I C E 1 2 2 O F F I C E 1 3 1 O F F I C E 1 3 2 G M O F F I C E 1 3 3 O F F I C E 1 4 4 O F F I C E 1 4 3 O F F I C E 1 4 2 O F F I C E 1 4 1 M E E T I N G R O O M 1 4 6 K I T C H E N 1 3 7 R E C E P T I O N 1 3 9 O F F I C E 1 4 5 M E E T I N G R O O M 1 1 4 D R Y E R 0 1 8 8 R E S T R O O M 1 2 4 L A N D S C A P E S E T B A C K A L L P L A N T I N G M A T E R I A L S S H A L L B E P E R T H E A P P R O V E D A R M D W A T E R E Q U I P M E N T S C R E E N E D B Y P L A N T S 945 GALLOW 265 GALLOW 101 GALLOW415 GALMOD 1845 GALLOW 345 GALLOW@ 30" OC1 GALLOW @ 14" OC1 GALLOW@ 18" OC LOW @ 16" OC1 GALLOW 345 GALLOW 565 GALLOW 295 GALLOW@ 14" OC1 GALLOW 3815 GALMOD@ 18" OC1 GALLOW 1515 GALMOD WATER USESIZEQUANTITYSYMBOL13215 GALLOW@ 12" OC4" POTSMOD 405 GALMOD 205 GALMOD325 GALMOD 1095 GALLOW175 GALLOW@ 18" OC1 GALLOW@ 10" OCFLATSLOW @ 16" OC1 GALMOD@ 14" OC1 GALMOD@ 18" OC5 GALLOW @ 14" OC5 GALLOW 1065 GALLOWPLANTS TO BE IN POTS 525 GALMED 515 GALLOW75 GALLOWMYRTUS COMMUNIS'COMPACTA'DWARF MYRTLE AGAVEATTENUATAFOXTAIL AGAVE AEONIUM ARBOREUM'ATROPURPUREUM'PURPLE AEONIUMFATSIA JAPONICA JAPANESE ARALIA CALLISTEMON'LITTLE JOHN'DWARFBOTTLE BRUSH ALOE VERATRUE ALOERHAPHIOLEPIS'BALLERINA'DWARF INDIANHAWTHORN LIMONIUMPEREZIISEA LAVENDER TO BE MAINTAINED AS 18" TALL MAXIMUM CLIPPED HEDGEHEUCHERA'PLUM PUDDING'PLUMB PUDDINGCORAL BELLS NANDINADOMESTICAHEAVENLY BAMBOO LIMONIUMPEREZIISEA LAVENDER BOUGAINVILLEA'SINGAPORE WHITE'SINGAPORE WHITEBOUGAINVILLEAECHEVERIA'AFTERGLOW'AFTERGLOWECHEVERIA TO BE MAINTAINED AS 30" WIDE / 23" TALL MAXIMUM CLIPPED HEDGE ALONG MANCHESTER AVENUESTRELITZIAREGINAEBIRD OF PARADISESENECIOSERPENSBLUE CHALKSTICKS STRELITZIANICOLAIGIANT BIRD OFPARADISE BOTANICAL NAME COMMON NAME *PHORMIUMTENAXFLAX SHRUBS AND GROUNDCOVERIndicates that plant is on city matrix*ANNUAL COLOR ANNUAL COLORINITIAL PLANTING OF KALANCHOE BLOSSFELDIANA MAGENTA & ORANGE 50/50 MIX +Indicates that plant is used within setback realm++++++RHAPHIOLEPISUMBELLATA 'MINOR'DWARF YEDDOHAWTHORN *+*+*ASPIDISTRAELATIORCAST IRON PLANTPHILODENDRON'XANADU'DWARFPHILODENDRON CLIVIA 'MONYA' FLAME BUSH LILYEUPHORBIA'PORTUGUESE VELVET'PORTUGUESE VELVETEUPHORBIACOTYLEDONORBICULATAPIGS EARSEDUM'BLACK BEAUTY'BLACK BEAUTYSTONECROP TRADESCANTIASPATHACEABOAT LILYASTELIA 'SILVERSHADOW'SILVER SHADOWASTELIAEUPHORBIAMYRSINITESMYRTLESPURGEECHEVERIA'DAVID HARRIS'DAVID HARRISECHEVERIA ARBUTUS UNEDO STRAWBERRY TREETHEVETIATHEVETIOIDESGIANT THEVETIA *+*++*+**+*++*DRACAENA DRACO DRAGON TREEDRACAENAMARGINATADRACAENA*IN CONTAINERS215 GALLOWHARDENBERGIACOMPTONIANALILAC VINE SHRUB FORM1 GALBOUGAINVILLEA'RASPBERRY ICE'RASPBERRY ICEBOUGAINVILLEA +* N E W L Y P L A N T E D A T A D J A C E N T P R O P E R T Y O N M A N C H E S T E R E S T A B L I S H E D S T R E E T P L A N T I N G A L O N G M A N C H E S T E R R H A P H I O L E P I S M E T R O S I D E R O S W A S H I N G T O N I A P H O R M I U M W A S H I N G T O N I A M E T R O S I D E R O S P H O R M I U M R H A P H I O L E P I S T h e n e w l y p r o p o s e d p l a n t i n g a r e a i s s h a r e d w i t h t h e a d j a c e n t p r o p e r t y w h i c h w a s n e w l y a p p r o v e d b y t h e c i t y o f A n a h e i m a n d p l a n t e d i n 2 0 1 6 . T h e n e w l a n d s c a p e c o n c e p t c o n t i n u e s t h e p l a n t i n g t h e m e o f t h e a d j a c e n t p r o p e r t y t o m a i n t a i n c o n s i s t e n c y a n d u n i t y w i t h i n t h e s t r e e t s c a p e . T h e m i n i m u m a m o u n t o f m a t r i x p l a n t s i s t h e r e s u l t o f m a t c h i n g t h e a d j a c e n t p l a n t i n g . S e e s a m p l e i m a g e s o n t h i s s h e e t o f t h e e x i s t i n g c o n d i t i o n s . E v e r y e f f o r t t o u s e m a t r i x p l a n t s a n d s t i l l m a i n t a i n s t r e e t s c a p e u n i f o r m i t y w a s u s e d . B O U G A I N V I L L E A C A L L I S T E M O N ' L I T T L E J O H N ' P H O R M I U M T E N A X L I M O N I U M P E R E Z I I M Y R T U S C O M M U N I S ' C O M P A C T A ' S T R E L I T Z I A N I C O L A I S T R E L I T Z I A R E G I N A E A N N U A L C O L O R S H R U B / G R O U N D C O V E R - P U B L I C R E A L M , M A N C H E S T E R P L A N T S U S E D : P H O R M I U M T E N A X R H A P H I O L E P I S ' B A L L E R I N A ' P L A N T S F R O M M A T R I X = 0 % ( P H O R M I U M I S O N M A T R I X T O B E B E H I N D S I D E W A L K S ) T h i s n e w l a n d s c a p e c o n c e p t c o n t i n u e s t h e p l a n t i n g t h e m e o f t h e a d j a c e n t p r o p e r t y t o m a i n t a i n c o n s i s t e n c y a n d u n i t y w i t h i n t h e s t r e e t s c a p e . T h e m i n i m u m a m o u n t o f m a t r i x p l a n t s i s t h e r e s u l t o f m a t c h i n g t h e a d j a c e n t p l a n t i n g . S e e s a m p l e i m a g e s o n t h i s s h e e t o f t h e e x i s t i n g c o n d i t i o n s . E v e r y e f f o r t t o u s e m a t r i x p l a n t s a n d s t i l l m a i n t a i n s t r e e t s c a p e u n i f o r m i t y w a s u s e d . S H R U B / G R O U N D C O V E R - S E T B A C K R E A L M , M A N C H E S T E R P L A N T S U S E D O N M A T R I X : P L A N T S U S E D N O T O N M A T R I X : M A T R I X U S E A R E A 2 2 4 1 S F L A N D S C A P E A R E A 1 8 0 5 S F M A T R I X P L A N T S U S E D ( 8 0 . 5 % ) N L C 3 1 " = 2 0 ' - 0 " S H R U B A N D G R O U N D C O V E R P L A N S C A L E : 2 - 2 7 - 1 8 S H E E T N O . D A T E : C H E C K E D B Y : D R A W N B Y : J O B N A M E : C . S . L E F EMERALD D E S I G N DATE REVISION BY H I L T O N G A R D E N I N N o r p r o j e c t c o n s t r u c t i o n m a d e f r o m a n y d o c u m e n t b e a r i n g t h i s n o t e . T h e l a n d s c a p e a r c h i t e c t i s n o t r e s p o n s i b l e f o r c o n t r a c t b i d s N O T A C C E P T A B L E F O R B I D D I N G O R C O N S T R U C T I O N . c l i e n t - r e q u e s t e d r e v i s i o n s , a n d i n h o u s e r e v i e w , a n d a r e t h e r e f o r e , T h e s e d o c u m e n t s a r e s u b j e c t t o c h a n g e d u e t o p u b l i c a g e n c y c o m m e n t , P R O G R E S S D R A W I N G ANAHEIM RESORT DUAL BRAND HOTEL California License #3098 Tel: (714) 680-0417 Fullerton, California 92832 Email: charles@emeraldladesign.com 305 N. Harbor Blvd, Suite 222 HOME 2 SUITES & HILTON GARDEN INN 1441 S. MANCHESTER AVE. ANAHEIM, CA 92802 4/10/18 PLANNING COMMISSION COMMENTS 3 RM 5-11-18 REAR YARD 2' LANDSCAPE BUFFER EF 6-8-18 REAR YARD SETBACK EF 1 0 1 R o o m H o l i d a y I n n E x p r e s s S O U T H M A N C H E S T E R A V E ExistingVault 10'13'20'4'8' 1 3 ' 1 0 ' ROW 1 0 ' L A N D S C A P E S E T B A C K 10' LANDSCAPESETBACK 10' LANDSCAPESETBACK10' LANDSCAPESETBACK REFUSE106LOUNGE111HILTON GARDEN INNBREAKFAST ROOM113KITCHEN118 LAUNDRY120 STAFF116 IT117 BELL123 RECEPTION101LOBBY126ACCOUNTING OFFIC E 130OFFICE119 O P E N O F F I C E 1 2 8 S A L E S M A N A G E R O F F I C E 1 3 4 F L E X O F F I C E 1 3 5 H R O F F I C E 1 3 6 R E T A I L 1 4 7 LOBBY102RESTROOM125 RESTROOM104RESTROOM103POOLRESTROOMPOOLRESTROOM ELEC107 RAMPDOWNENGINEERING SHOP121 OFFICE122 O F F I C E 1 3 1 O F F I C E 1 3 2 G M O F F I C E 1 3 3 O F F I C E 1 4 4 O F F I C E 1 4 3 O F F I C E 1 4 2 O F F I C E 1 4 1 M E E T I N G R O O M 1 4 6 K I T C H E N 1 3 7 R E C E P T I O N 1 3 9 O F F I C E 1 4 5 MEETING ROOM114 DRYER0188 RESTROOM124 LANDSCAPESETBACK 4 4 8 " B O X M E D 5 3 6 " B O X M E D 1 4 8 " B O X L O W 5 2 0 ' B T H L O W W A T E R U S E S I Z E Q U A N T I T Y S Y M B O L 6 9 5 G A L L O W 1 2 3 5 G A L L O W @ 3 0 " O C 1 G A L L O W @ 1 4 " O C 1 G A L L O W 2 9 5 G A L L O W 3 8 1 5 G A L M O D 4 1 5 G A L M O D W A T E R U S E S I Z E Q U A N T I T Y S Y M B O L 4 0 1 5 G A L L O W @ 1 2 " O C 4 " P O T S M O D 3 4 8 " B O X M E D * I n d i c a t e s t h a t p l a n t i s o n c i t y m a t r i x + I n d i c a t e s t h a t p l a n t i s u s e d w i t h i n s e t b a c k r e a l m x I n d i c a t e s t h a t p l a n t w i t h i n t h e l i n e o f s i g h t t r i a n g l e c l e a r z o n e N O T E : A N Y P L A N T S W I T H I N T H E L I N E O F S I G H T T R I A N G L E C L E A R Z O N E S H A L L B E M A I N T A I N E D T O A M A X I M U M H E I G H T O F 2 4 " L O P H O S T E M O N C O N F E R T U S B R I S B A N E B O X M E T R O S I D E R O S E X C E L S U S N E W Z E A L A N D C H R I S T M A S T R E E S C H I N U S M O L L E M U L T I T R U N K C A L I F O R N I A P E P P E R W A S H I N G T O N I A R O B U S T A M E X I C A N F A N P A L M B O T A N I C A L N A M E C O M M O N N A M E M Y R T U S C O M M U N I S ' C O M P A C T A ' D W A R F M Y R T L E C A L L I S T E M O N ' L I T T L E J O H N ' D W A R F B O T T L E B R U S H R H A P H I O L E P I S ' B A L L E R I N A ' D W A R F I N D I A N H A W T H O R N L I M O N I U M P E R E Z I I S E A L A V E N D E R T O B E M A I N T A I N E D A S 1 8 " T A L L M A X I M U M C L I P P E D H E D G E B O U G A I N V I L L E A ' S I N G A P O R E W H I T E ' S I N G A P O R E W H I T E B O U G A I N V I L L E A T O B E M A I N T A I N E D A S 3 0 " W I D E / 2 3 " T A L L M A X I M U M C L I P P E D H E D G E A L O N G M A N C H E S T E R A V E N U E S T R E L I T Z I A R E G I N A E B I R D O F P A R A D I S E S T R E L I T Z I A N I C O L A I G I A N T B I R D O F P A R A D I S E B O T A N I C A L N A M E C O M M O N N A M E T R E E S F R O M C I T Y M A T R I X P H O R M I U M T E N A X F L A X S H R U B S A N D G R O U N D C O V E R * A N N U A L C O L O R A N N U A L C O L O R I N I T I A L P L A N T I N G O F K A L A N C H O E B L O S S F E L D I A N A M A G E N T A & O R A N G E 5 0 / 5 0 M I X + + + + + * + * + * * I n d i c a t e s t h a t p l a n t i s o n c i t y m a t r i x + I n d i c a t e s t h a t p l a n t i s u s e d w i t h i n s e t b a c k r e a l m + * + * + * + * + * T A B E B U I A A V E L L A N E D A E P I N K T R U M P E T T R E E * + + * N O T E : P L A N T C O U N T S S H O W N O N T H I S P L A N T O N O T I N C L U D E Q U A N T I T I E S O U T S I D E O F A R E A S H O W N . S E E T R E E P L A N A N D S H R U B / G R O U N D C O V E R P L A N F O R T O T A L P R O J E C T C O U N T S . N E W L Y P L A N T E D A T A D J A C E N T P R O P E R T Y O N M A N C H E S T E R E S T A B L I S H E D S T R E E T P L A N T I N G A L O N G M A N C H E S T E R R H A P H I O L E P I S M E T R O S I D E R O S W A S H I N G T O N I A P H O R M I U M W A S H I N G T O N I A M E T R O S I D E R O S T h e n e w l y p r o p o s e d p l a n t i n g a r e a i s s h a r e d w i t h t h e a d j a c e n t p r o p e r t y w h i c h w a s n e w l y a p p r o v e d b y t h e c i t y o f A n a h e i m a n d p l a n t e d i n 2 0 1 6 . T h e n e w l a n d s c a p e c o n c e p t c o n t i n u e s t h e p l a n t i n g t h e m e o f t h e a d j a c e n t p r o p e r t y t o m a i n t a i n c o n s i s t e n c y a n d u n i t y w i t h i n t h e s t r e e t s c a p e . T h e m i n i m u m a m o u n t o f m a t r i x p l a n t s i s t h e r e s u l t o f m a t c h i n g t h e a d j a c e n t p l a n t i n g . S e e s a m p l e i m a g e s o n t h i s s h e e t o f t h e e x i s t i n g c o n d i t i o n s . E v e r y e f f o r t t o u s e m a t r i x p l a n t s a n d s t i l l m a i n t a i n s t r e e t s c a p e u n i f o r m i t y w a s u s e d . SOUTH MAN C H E S T E R A V E 13'20'4'8' 1 3 ' 1 0 ' ROWRECEPTION101LOBBY126ACCOUNTING OFFICE130OPEN OFFICE128 SALES MANAGEROFFICE134 FLEX OFFICE135 HR OFFICE136 R E T A I L 1 4 7 RESTROOM125 O F F I C E 1 4 4 O F F I C E 1 4 3 OFFICE142OFFICE141MEETING RO O M 146KITCHEN137 RECEPTION139 O F F I C E 1 4 5 RESTROOM124 LANDSCAPESETBACKA A B SIGHT TRIANGLE CLEAR ZONE W A T E R E Q U I P M E N T S C R E E N E D B Y P L A N T S 30'-0"TREE DENSITY SETBACK B A L L P L A N T I N G M A T E R I A L A N D I R R I G A T I O N E Q U I P M E N T S H A L L B E P E R T H E A P P R O V E D A R M D ROW P L M A N C H E S T E R P A R K I N G L O T 1 3 ' - 0 " 4 ' - 0 " 8 ' - 0 " 2 4 ' - 0 " LANDSCAPE SETBACK HOTEL M A N C H E S T E R ROW P L 4 ' - 0 " 8 ' - 0 " 2 4 ' - 0 " 1 3 ' - 0 " LANDSCAPE SETBACK BOUGAINVILLEACALLISTEMON 'LITTLE JOHN'PHORMIUM TENAXLIMONIUM PEREZIIMYRTUS COMMUNIS 'COMPACTA'STRELITZIA NICOLAISTRELITZIA REGINAEANNUAL COLOR TREE DENSITY CALCULATIONS- PUBLIC REALM, MANCHESTERLEVEL OF TREE DENSITY = MODERATELY DENSE TREE DENSITY FACTOR >.3<.5TOTAL SETBACK REALM AREA- 2400 SFTOTAL REQUIRED TREE POINTS REQUIRED - 720 MINTOTAL TREE POINTS PROVIDED -1250 (SEE LEGEND)36" BOX (5) - 625 POINTS20' BTH (5) - 625 POINTSTOTAL 1250 POINTS100% OF TREES ARE FROM THE ARSP TREE MATRIXTREE DENSITY CALCULATIONS- SETBACK REALM, MANCHESTERLEVEL OF TREE DENSITY = MODERATELY DENSE TREE DENSITY FACTOR >.3<.5TOTAL SETBACK REALM AREA- 5669 SFTOTAL REQUIRED TREE POINTS REQUIRED - 1890 MINTOTAL TREE POINTS PROVIDED -2100 (SEE LEGEND)24" BOX (1) - 50 POINTS48" BOX (8) - 2400 POINTSTOTAL 2450 POINTS100 % OF TREES ARE FROM THE ARSP TREE MATRIXSHRUB/GROUND COVER- PUBLIC REALM, MANCHESTERPLANTS USED:PHORMIUM TENAXRHAPHIOLEPIS 'BALLERINA'PLANTS FROM MATRIX= 0% (PHORMIUM IS ON MATRIX TO BE BEHINDSIDEWALKS)This new landscape concept continues the planting theme of the adjacent property to maintainconsistency and unity within the streetscape. The minimum amount of matrix plants is the resultof matching the adjacent planting. See sample images on this sheet of the existing conditions.Every effort to use matrix plants and still maintain streetscape uniformity was used.SHRUB/GROUND COVER- SETBACK REALM, MANCHESTERPLANTS USED ON MATRIX:PLANTS USED NOT ON MATRIX:SETBACK REALM, MANCHESTER, LANDSCAPE AREATOTAL AREA= 2953 SFTOTAL LANDSCAPE AREA REQUIRED (80%)= 2362 SFTOTAL LANDSCAPE AREA PROVIDED (81%)= 2399 SFMATRIX USE AREA2241 SF LANDSCAPE AREA1805 SF MATRIX PLANTS USED (80.5%) N L C 4 1 " = 2 0 ' - 0 " S E T B A C K R E A L M L A N D S C A P E S C A L E : 2 - 2 7 - 1 8 S H E E T N O . D A T E : C H E C K E D B Y : D R A W N B Y : J O B N A M E : C . S . L E F EMERALD D E S I G N DATE REVISION BY H I L T O N G A R D E N I N N o r p r o j e c t c o n s t r u c t i o n m a d e f r o m a n y d o c u m e n t b e a r i n g t h i s n o t e . T h e l a n d s c a p e a r c h i t e c t i s n o t r e s p o n s i b l e f o r c o n t r a c t b i d s N O T A C C E P T A B L E F O R B I D D I N G O R C O N S T R U C T I O N . c l i e n t - r e q u e s t e d r e v i s i o n s , a n d i n h o u s e r e v i e w , a n d a r e t h e r e f o r e , T h e s e d o c u m e n t s a r e s u b j e c t t o c h a n g e d u e t o p u b l i c a g e n c y c o m m e n t , P R O G R E S S D R A W I N G ANAHEIM RESORT DUAL BRAND HOTEL California License #3098 Tel: (714) 680-0417 Fullerton, California 92832 Email: charles@emeraldladesign.com 305 N. Harbor Blvd, Suite 222 HOME 2 SUITES & HILTON GARDEN INN 1441 S. MANCHESTER AVE. ANAHEIM, CA 92802 4/10/18 PLANNING COMMISSION COMMENTS 3 RM 5-11-18 REAR YARD 2' LANDSCAPE BUFFER EF 6-8-18 REAR YARD SETBACK EF REFERENCE PLAN 1"=70'-0"SITE LIMITS E N L A R G E M E N T SITE LIMITS SITE LIMITS S E C T I O N A , A 1 " = 1 0 ' - 0 " S E C T I O N B 1 " = 1 0 ' - 0 " L C 5 L A N D S C A P E C O N C E P T I M A G E S S C A L E : 2 - 2 7 - 1 8 S H E E T N O . D A T E : C H E C K E D B Y : D R A W N B Y : J O B N A M E : C . S . L E F EMERALD D E S I G N DATE REVISION BY H I L T O N G A R D E N I N N ANAHEIM RESORT DUAL BRAND HOTEL California License #3098 Tel: (714) 680-0417 Fullerton, California 92832 Email: charles@emeraldladesign.com 305 N. Harbor Blvd, Suite 222 HOME 2 SUITES & HILTON GARDEN INN 1441 S. MANCHESTER AVE. ANAHEIM, CA 92802 4/10/18 PLANNING COMMISSION COMMENTS 3 RM 5-11-18 REAR YARD 2' LANDSCAPE BUFFER EF 6-8-18 REAR YARD SETBACK EF LOPHOSTEMON CONFERTUSMETROSIDEROS EXCELSUSSCHINUS MOLLEMULTI TRUNK PHOENIX DACTILIFERA WASH I N G T O N I A R O B U S T A MAGNOLIA 'LITTLE GEM' M Y R T U S C O M M U N I S ' C O M P A C T A ' AGAV E A T T E N U A T A AEONI U M A R B O R E U M ' A T R O P U R P U R E U M ' F A T S I A J A P O N I C A C A L L I S T E M O N ' L I T T L E J O H N ' ALOE V E R A R H A P H I O L E P I S ' B A L L E R I N A ' L I M O N I U M P E R E Z I I M Y O P O R U M P A R V I F O L I U M H E U C H E R A ' P L U M P U D D I N G ' N A N D I N A D O M E S T I C A L I M O N I U M P E R E Z I I B O U G A I N V I L L E A ' S I N G A P O R E W H I T E ' S T R E L I T Z I A R E G I N A E S E N E C I O S E R P E N S S T R E L I T Z I A N I C O L A I P H O R M I U M T E N A X R H A P H I O L E P I S U M B E L L A T A ' M I N O R ' L O R O P E T A L U M ' R U B R U M ' ASPID I S T R A E L A T I O R P H I L O D E N D R O N ' X A N A D U ' C L I V I A ' M O N Y A ' E U P H O R B I A ' P O R T U G U E S E V E L V E T ' T R A D E S C A N T I A S P A T H A C E A ARBU T U S U N E D O T H E V E T I A T H E V E T I O I D E S TABEBUIA AVELLANEDAEGINKGO 'AUTUMN GOLD' S O U T H M A N C H E S T E R A V E ExistingVault 10' 1 3 ' 2 0 ' 4 ' 8 ' 1 3 ' 1 0 ' R O W 1 0 ' L A N D S C A P E S E T B A C K 10' LANDSCAPESETBACK 10' LANDSCAPESETBACK10' LANDSCAPESETBACK REFUSE106LOUNGE111HILTON GARDEN INNBREAKFAST ROOM113KITCHEN118 LAUNDRY120 S T A F F 1 1 6 IT117 BELL123 R E C E P T I O N 1 0 1 L O B B Y 1 2 6 A C C O U N T I N G O F F I C E 1 3 0 OFFICE119 O P E N O F F I C E 1 2 8 S A L E S M A N A G E R O F F I C E 1 3 4 F L E X O F F I C E 1 3 5 H R O F F I C E 1 3 6 R E T A I L 1 4 7 LOBBY102 R E S T R O O M 1 2 5 RESTROOM104RESTROOM103POOLRESTROOMPOOLRESTROOM ELEC107 RAMPDOWN E N G I N E E R I N G S H O P 1 2 1 O F F I C E 1 2 2 O F F I C E 1 3 1 O F F I C E 1 3 2 G M O F F I C E 1 3 3 O F F I C E 1 4 4 O F F I C E 1 4 3 O F F I C E 1 4 2 O F F I C E 1 4 1 M E E T I N G R O O M 1 4 6 K I T C H E N 1 3 7 R E C E P T I O N 1 3 9 O F F I C E 1 4 5 MEETING ROOM114 DRYER0188 RESTROOM124 L A N D S C A P E S E T B A C K L O W W A T E R U S E P L A N T I N G A R E A P O O L / S P A W A T E R F E A T U R E S Y M B O L T H E P R O P O S E D L A N D S C A P E I R R I G A T I O N D E S I G N C O N T A I N S S E V E R A L E L E M E N T S T H A T W I L L B E I N C O R P O R A T E D I N T O T H E C O N S T R U C T I O N O F T H E I R R I G A T I O N S Y S T E M T O P R O M O T E T H E C O N S E R V A T I O N A N D P R E S E R V A T I O N O F W A T E R R E S O U R C E S A S F O L L O W S : I R R I G A T I O N S Y S T E M W A T E R C O N S E R V A T I O N N A R R A T I V E I R R I G A T I O N H Y D R O Z O N E C A L L O U T L E G E N D T H E I R R I G A T I O N S Y S T E M W I L L B E P L U M B E D F O R F U T U R E U S E W I T H R E C Y C L E D W A T E R P R O V I D E D B Y T H E C I T Y O F A N A H E I M . T H E S Y S T E M W I L L B E P R I V A T E L Y M A I N T A I N E D T H E L A N D S C A P E I S D I V I D E D I N T O I R R I G A T I O N Z O N E S W I T H D I F F E R I N G W A T E R R E Q U I R E M E N T S B A S E D U P O N P L A N T M A T E R I A L , S L O P E , S U N E X P O S U R E A N D I R R I G A T I O N A P P L I C A T I O N T Y P E A S F O L L O W S : - T O C O N S E R V E W A T E R T U R F G R A S S H A S N O T B E E N P R O P O S E D - S H R U B A N D G R O U N D C O V E R - S U B S U R F A C E L O W V O L U M E D R I P I R R I G A T I O N A N D 3 " L A Y E R O F M U L C H . - S U P P L E M E N T A L T R E E W A T E R I N G - S E P A R A T E V A L V E S W I T H L O W F L O W S T R E A M B U B B L E R S T O B R O A D C A S T W A T E R O V E R T H E E N T I R E R O O T B A L L W I T H O U T S P R A Y I N G T R U N K . A P R E S S U R E R E G U L A T I N G V A L V E W I L L B E S P E C I F I E D A T T H E P O I N T O F C O N N E C T I O N T O R E D U C E E X C E S S P R E S S U R E T O T H E S Y S T E M . T H E I R R I G A T I O N S Y S T E M W I L L C O N S I D E R P L A N T F A C T O R S B A S E D O N T H E W A T E R U S E C L A S S I F I C A T I O N O F L A N D S C A P E S P E C I E S ( W U C O L S I V ) A S P U B L I S H E D B Y T H E C A L I F O R N I A D E P A R T M E N T O F W A T E R R E S O U R C E S . P L A N T S W I T H I N T H E L A N D S C A P E A R E G R O U P E D B Y S I M I L A R C L A S S I F I C A T I O N . T R E E S W I L L R E C E I V E S E P A R A T E V A L V E S W I T H S U P P L E M E N T A L I R R I G A T I O N W I T H L O W F L O W S T R E A M B U B B L E R S T O B R O A D C A S T W A T E R O V E R T H E E N T I R E R O O T B A L L W I T H O U T S P R A Y I N G T R U N K A S M A R T W A T E R A P P L I C A T I O N T E C H N O L O G Y ( E T ) I R R I G A T I O N C O N T R O L L E R W I L L B E S P E C I F I E D T O A D J U S T T H E I R R I G A T I O N T O L O C A L I Z E D W E A T H E R C O N D I T I O N S . A R A I N S H U T O F F D E V I C E W I L L B E S P E C I F I E D T O O V E R R I D E T H E C O N T R O L L E R I N T H E E V E N O R R A I N F A L L . B A S E D O N T H E S E C O N C E P T S T H E A M O U N T O F E S T I M A T E D W A T E R U S E W I L L M E E T T H E W A T E R A L L O T M E N T R E Q U I R E M E N T P E R T H E 2 0 1 6 C I T Y O F A N A H E I M O R D I N A N C E . M E D I U M W A T E R U S E P L A N T I N G A R E A A L L I R R I G A T I O N E Q U I P M E N T S H A L L B E P E R T H E A P P R O V E D A R M D N L C 6 1 " = 2 0 ' - 0 " I R R I G A T I O N P L A N S C A L E : 2 - 2 7 - 1 8 S H E E T N O . D A T E : C H E C K E D B Y : D R A W N B Y : J O B N A M E : C . S . L E F EMERALD D E S I G N DATE REVISION BY H I L T O N G A R D E N I N N o r p r o j e c t c o n s t r u c t i o n m a d e f r o m a n y d o c u m e n t b e a r i n g t h i s n o t e . T h e l a n d s c a p e a r c h i t e c t i s n o t r e s p o n s i b l e f o r c o n t r a c t b i d s N O T A C C E P T A B L E F O R B I D D I N G O R C O N S T R U C T I O N . c l i e n t - r e q u e s t e d r e v i s i o n s , a n d i n h o u s e r e v i e w , a n d a r e t h e r e f o r e , T h e s e d o c u m e n t s a r e s u b j e c t t o c h a n g e d u e t o p u b l i c a g e n c y c o m m e n t , P R O G R E S S D R A W I N G ANAHEIM RESORT DUAL BRAND HOTEL California License #3098 Tel: (714) 680-0417 Fullerton, California 92832 Email: charles@emeraldladesign.com 305 N. Harbor Blvd, Suite 222 4/10/18 PLANNING COMMISSION COMMENTS 3 RM 5-11-18 REAR YARD 2' LANDSCAPE BUFFER EF 6-8-18 REAR YARD SETBACK EF 101 RoomHoliday Inn Express HOME 2 SUITES & HILTON GARDEN INN 1441 S. MANCHESTER AVE. ANAHEIM, CA 92802 Initial Study/Mitigated Negative Declaration Hilton Garden Inn and Home2 Suites Hotel Project Development Project No. 2016-00114 Prepared for Planning Services Division City of Anaheim 200 South Anaheim Boulevard Anaheim, California 92805 Prepared by BonTerra Psomas 3 Hutton Centre Drive, Suite 200 Santa Ana, California 92707-8794 May 2018 ATTACHMENT NO. 14 Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx i Table of Contents TABLE OF CONTENTS Section Page Section 1.0 Introduction ...................................................................................................... 1-1 1.1 Purpose of the Initial Study ..................................................................... 1-2 1.2 Summary of Findings .............................................................................. 1-2 1.3 Public Review ......................................................................................... 1-2 1.4 Report Organization................................................................................ 1-3 Section 2.0 Project Location, Background, and Environmental Setting ......................... 2-1 2.1 Project Location ...................................................................................... 2-1 2.2 Project Background ................................................................................ 2-1 2.3 The Anaheim Resort ............................................................................... 2-1 i. Disneyland Resort Specific Plan ................................................. 2-2 ii. Hotel Circle Specific Plan ............................................................ 2-2 iii. Anaheim Resort Specific Plan .................................................... 2-2 2.4 Existing Project Site Conditions .............................................................. 2-4 2.5 Surrounding Land Uses .......................................................................... 2-5 Section 3.0 Project Description .......................................................................................... 3-1 3.1 Physical Characteristics .......................................................................... 3-1 3.1.1 Hotel Use .................................................................................... 3-1 3.1.2 Project Access, Circulation, and Parking .................................... 3-1 3.1.3 Utilities ........................................................................................ 3-2 3.2 Construction Activites and Project Phasing ............................................ 3-2 3.3 Discretionary Actions .............................................................................. 3-2 3.3.1 Project Components ................................................................... 3-2 Section 4.0 Environmental Checklist.................................................................................. 4-1 Section 5.0 Environmental Evaluation ............................................................................... 5-1 I. Aesthetics ................................................................................... 5-1 II. Agriculture and Forest Land Resources ..................................... 5-5 III. Air Quality ................................................................................... 5-6 IV. Biological Resources ................................................................ 5-17 V. Cultural Resources ................................................................... 5-19 VI. Geology and Soils ..................................................................... 5-22 VII. Greenhouse Gas Emissions ..................................................... 5-25 VIII. Hazards and Hazardous Materials ............................................ 5-29 IX. Hydrology and Water Quality .................................................... 5-35 X. Land Use and Planning ............................................................. 5-41 XI. Mineral Resources .................................................................... 5-42 XII. Noise ......................................................................................... 5-42 XIII. Paleontological Resources ....................................................... 5-53 XIV. Population and Housing ............................................................ 5-55 XV. Public Services ......................................................................... 5-56 XVI. Recreation ................................................................................. 5-62 XVII. Transportation/Traffic ................................................................ 5-62 XVIII. Tribal Cultural Resources ......................................................... 5-84 Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx ii Table of Contents XIX. Utilities and Service Systems .................................................... 5-85 XX. Mandatory Findings of Significance .......................................... 5-97 Section 6.0 Preparers ........................................................................................................... 6-1 Section 7.0 References ........................................................................................................ 7-1 TABLES Table Page 1 Anaheim Resort Specific Plan Land Use Summary ....................................................... 2-4 2 South Coast Air Quality Management District Air Quality Significance Thresholds ....... 5-8 3 Estimated Maximum Daily Construction Emissions ....................................................... 5-9 4 Localized Significance Threshold Emissions ............................................................... 5-10 5 Existing Daily Operational Emissions ........................................................................... 5-10 6 Peak Daily Operational Emissions ............................................................................... 5-11 7 Local Operations Criteria Pollutant Emission Levels ................................................... 5-12 8 Estimated GreenHouse Gas Emissions from Construction.......................................... 5-26 9 Estimated Annual GreenHouse Gas Emissions from Existing Use .............................. 5-26 10 Estimated Annual GreenHouse Gas Emissions from Project Operation Without Water Reduction Measures .......................................................................................... 5-27 11 Estimated Annual GreenHouse Gas Emissions from Project Operation With Water Reduction Measures .......................................................................................... 5-27 12 Estimated Total Project Annual Greenhouse Gas Emissions ...................................... 5-28 13 Typical Noise Levels .................................................................................................... 5-43 14 Hourly Noise Levels at Eastern Property Line ............................................................. 5-44 15 Land Use Compatibility for Noise Exposure ................................................................. 5-46 16 Existing and Projected Traffic Noise Levels ................................................................. 5-47 17 Construction Noise Levels at Noise-Sensitive Uses .................................................... 5-49 18 Anticipated Vibration Levels Per Construction Equipment Types ................................ 5-50 19 Vibration annoyance Criteria at Sensitive Uses ........................................................... 5-50 20 Structural Damage Critera at Sensitive Uses ............................................................... 5-51 21 City of Anaheim Fire Services Facilities ....................................................................... 5-56 22 Student Generation Rates ............................................................................................ 5-58 23 Intersection Level‐of‐Service V/C Definitions ............................................................... 5-64 24 City of Anaheim Intersection Significant Impact Criteria .............................................. 5-64 25 Intersection Level‐of‐Service Delay Definitions ............................................................ 5-65 26 Roadway Segment Level of Service V/C Definitions ................................................... 5-66 27 Arterial Segment Daily Capacity .................................................................................. 5-66 28 Existing Intersection ICU LOS ...................................................................................... 5-68 29 Existing Intersection HCM LOS .................................................................................... 5-68 30 Existing Roadway Segment LOS ................................................................................. 5-69 31 Resort Hotel Weekday Trip Generation Rates ............................................................. 5-69 32 Proposed Project Trip Generation ................................................................................ 5-69 33 ITE Weekday Trip Generation Rates ........................................................................... 5-70 34 Existing Plus Project Intersection ICU LOS ................................................................. 5-71 35 Existing Plus Project Intersection HCM LOS ............................................................... 5-71 36 Existing Plus Project Roadway Segment ADT LOS ..................................................... 5-72 37 Opening Year Plus Project Intersection ICU LOS ........................................................ 5-73 38 Opening Year Plus Project Intersection HCM LOS ...................................................... 5-73 39 Opening Year Plus Project Roadway Segment ADT LOS ........................................... 5-74 Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx iii Table of Contents 40 General Plan Build Out Year Plus Project Intersection ICU LOS ................................. 5-75 41 General Plan Build Out Year Plus Project Intersection HCM LOS ............................... 5-76 42 General Plan Build Out Year Plus Project Roadway Segment ADT LOS .................... 5-77 43 Existing and Proposed Manhole Flow Loading ............................................................ 5-87 44 Existing and Proposed Flow Increases Due to Proposed Project ................................ 5-87 EXHIBITS Exhibit Follows Page 1 Vicinity Map .................................................................................................................... 2-1 2 Anaheim Resort Specific Plan Boundaries .................................................................... 2-1 3a Aerial Photograph (Pre-Lot Line Adjustment) ................................................................ 2-4 3b Aerial Photograph (Post-Lot Line Adjustment) ............................................................... 2-4 4 Site Plan ......................................................................................................................... 3-1 5a Building Plans – Garage Floor ....................................................................................... 3-1 5b Building Plans – Ground Floor ....................................................................................... 3-1 5c Building Plans – Second Floor ....................................................................................... 3-1 5d Building Plans – Upper Floor ......................................................................................... 3-1 5e Building Plans – Roof ..................................................................................................... 3-1 6 Building Sections ............................................................................................................ 3 - 1 7 Exterior Elevations ......................................................................................................... 3-1 8 Renderings ..................................................................................................................... 3-1 9a–b Illustrative Site Plan ........................................................................................................ 3-1 10 Nighttime Rendering ...................................................................................................... 3-1 11a–c Site Photographs ............................................................................................................ 5-1 12 Shade and Shadow Diagrams ....................................................................................... 5-2 13 Project Trip Distribution Percentages ........................................................................... 5-70 APPENDICES Appendix A Air Quality and Greenhouse Gas Analysis B Cultural Resources C Geotechnical Investigation D Phase 1 Environmental Site Assessment and Hazardous Materials Database Search E Water Quality Management Plan F Drainage Study G Noise Calculations H Traffic Study and Parking Study I Sewer Study Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx iv Table of Contents This page intentionally left blank Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 1-1 Introduction SECTION 1.0 INTRODUCTION NARA Investments, LLC (the Applicant) proposes to demolish the existing 108-room Quality Inn & Suites at 1441 South Manchester Avenue and construct a six-story, 223-room dual-branded Hilton Garden Inn and Home2 Suites hotel, which would include two levels of subterranean parking, 1,516 square feet (sf) of accessory retail space, and 975 sf of meeting space (the Proposed Project). The Project Site is 2.5 acres and includes both the proposed Hilton Garden Inn and Home2 Suites (APN 082-170-58) and the existing Holiday Inn Express & Suites Anaheim Resort Area (Holiday Inn Express) at 1411 South Manchester Avenue (APN 082-170-57), located in the City of Anaheim (City), California (Exhibit 1, Vicinity Map). Site access would be from two existing driveways on Manchester Avenue, and parking would be shared with the existing Holiday Inn Express. Surface parking spaces adjacent to the hotel entrance would be reserved for retail and guest check-in. The Proposed Project is located within an area of the City referred to as The Anaheim Resort®. The Anaheim Resort Specific Plan (ARSP) regulates development of the Project Site. Supplemental Environmental Impact Report No. 340 (EIR 340) analyzed the environmental impacts of the buildout of the ARSP and was certified in December, 2012. The Project Site was previously comprised of a single parcel, which was identified in EIR 340 as APN 082-170-35; the site was analyzed for the development of up to 220 rooms on 2.94 gross acres. The Applicant constructed the 101-room Holiday Inn Express in 2014, which included the recordation of Parcel Map 2013-150 that subdivided the Project Site into two parcels: the newly constructed Holiday Inn Express at 1411 South Manchester Avenue (APN 082-170-57) and the existing Quality Inn & Suites (APN 082-170-58) at 1441 South Manchester Avenue. The Applicant made an irrevocable offer of dedication to the City for the portion of the Manchester Avenue street frontage within the ultimate right-of-way. Street widening improvements along the northerly portion of the site, in front of the Holiday Inn Express, was completed with the construction of the hotel. Street widening improvements along the southerly portion of the site will be completed upon construction of the Proposed Project. The lot line between the two parcels is in the process of being adjusted, based on the layout of the existing Holiday Inn Express and proposed hotel. The pre-Lot Line Adjustment configuration is shown in Exhibit 3a, Aerial Photograph (Pre-Lot Line Adjustment) and the post- Lot Line Adjustment is shown in Exhibit 3b, Aerial Photograph (Post Lot Line Adjustment). The Applicant is proposing the construction of a 223-room hotel, which exceeds the number of rooms analyzed in EIR 340. During the early development of the Proposed Project, the Applicant proposed a hotel with 225 rooms and 11,000 square feet of ancillary hotel uses; the studies associated with this Initial Study (IS)/Mitigated Negative Declaration (MND) evaluated the potential impacts for a project with these characteristics. Therefore, this IS/MND will analyze the potential impacts of an additional 106 rooms and 11,000 square feet of ancillary hotel uses (equivalent to 125 rooms, including the ancillary hotel uses, based on the definition of “Density” in Chapter 18.116 of the Anaheim Municipal Code) on the Project Site. For purposes of the proposed General Plan Amendment, Specific Plan Amendment, and Specific Plan Adjustment, the Proposed Project has been analyzed for up to 225 rooms and 11,000 square feet of ancillary hotel uses. Therefore, the Project Site, including the Holiday Inn Express, was analyzed for up to 326 rooms and 11,000 square feet of ancillary hotel uses, or a 345-room equivalent (based on the definition of “Density” in Chapter 18.116 of the Anaheim Municipal Code). The Proposed Project includes a six-story, 223-room hotel, with 1,516 square feet (sf) of accessory retail space, and 975 sf of meeting space, based on the exhibits submitted for Final Site Plan approval. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 1-2 Introduction 1.1 PURPOSE OF THE INITIAL STUDY The IS/MND describes the Proposed Project and the Project Site, evaluates potential environmental impacts of the additional 125 room equivalent, makes findings from the environmental review, and proposes mitigation measures to lessen or avoid potential impacts in accordance with the California Environmental Quality Act (CEQA) (California Public Resources Code §21000 et seq.) and its Guidelines (California Code of Regulations, Title 14, §15000 et seq.). Pursuant to Section 15367 of the State CEQA Guidelines, the City of Anaheim (hereafter referred to as “the City”) is the lead agency for the Proposed Project. The lead agency is the public agency that has the principal responsibility for carrying out or approving a project. The City, as lead agency, will have the authority for Project approval and adoption of the accompanying environmental documentation. 1.2 SUMMARY OF FINDINGS Based on the environmental checklist form prepared for the Proposed Project (included in Section 4.0, Environmental Checklist) and supporting environmental analysis (provided in Section 5.0, Environmental Evaluation) the Proposed Project would have no impact or a less than significant impact on the following environmental impact areas: Aesthetics, Agriculture and Forest Resources, Air Quality, Greenhouse Gas Emissions, Land Use and Planning, Mineral Resources, Population and Housing, Public Services, Recreation, Transportation/Traffic, and Utilities and Service Systems. It is noted that a mitigation measure has been identified in the Utilities and Service Systems due to its applicability, however this mitigation measure is not required to reduce a potentially significant impact. The Proposed Project has the potential to have significant impacts to the following environmental impact areas: Biological Resources, Cultural Resources, Geology and Soils, Hazards and Hazardous Materials, Hydrology and Water Quality, Noise, Paleontological Resources, and Tribal Cultural Resources, unless the recommended mitigation measures described herein are incorporated into the Proposed Project. According to the State CEQA Guidelines, it is appropriate to prepare an MND for the Proposed Project because, after incorporation of the recommended mitigation measures, potentially significant environmental impacts would be eliminated or reduced to a less than significant level. 1.3 PUBLIC REVIEW The 20-day public review period for the IS/MND in accordance with Section 15073(a) of the State CEQA Guidelines is May 24, 2018 to June 12, 2018. The Notice of Intent to Adopt the IS/MND has been mailed, published in the Anaheim Bulletin, posted at the Project Site, and at the Orange County Clerk/Recorder’s Office in accordance with Section 15072 (a) and (b) of the CEQA Guidelines. The IS/MND is available for public review on the City of Anaheim website (www.anaheim.net), the Anaheim Planning and Building Department (200 S. Anaheim Boulevard), and the Anaheim Central Library (500 W. Broadway). In reviewing the IS/MND, the reviewer should focus on the sufficiency of the document in identifying and analyzing the potential impacts of the Proposed Project on the environment and the ways in which the potentially Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 1-3 Introduction significant effects are avoided or mitigated. Comments on the analysis contained herein may be sent to: Ms. Elaine Thienprasiddhi, AICP City of Anaheim Planning Services Division 200 South Anaheim Boulevard Anaheim, California 92805 Email: ethien@anaheim.net Following receipt and evaluation of comments from agencies, organizations and/or individuals, the City will determine whether any substantial new environmental issues have been raised. If not, or if the new issues do not provide substantial evidence that the Proposed Project will have a significant effect on the environment, the Proposed Project and environmental documentation will be considered for approval by the Planning Commission and City Council. 1.4 REPORT ORGANIZATION This document has been organized into the following sections: • Section 1 – Introduction. This section provides an introduction and overview describing the conclusions of the IS. • Section 2 – Project Location and Environmental Setting. This section provides an overview of the Proposed Project location; a description of existing on-site and surrounding land uses; and a statement of purpose and need. • Section 3 – Project Description. This section identifies key Project characteristics and includes a list of anticipated discretionary actions. • Section 4 – Environmental Checklist. The completed City of Anaheim Environmental Checklist Form provides an overview of the potential impacts that may or may not result from Project implementation. • Section 5 – Environmental Evaluation. This section contains an analysis of environmental impacts identified in the environmental checklist. As necessary, the narrative responses are followed by a mitigation program composed of mitigation measures (MMs), standard conditions of approval (SCs) and project design features (PDFs). In some cases, mitigation measures from previous environmental documents have been identified in the mitigation program. • Section 6 – Report Preparers. This section identifies those individuals responsible for preparing the IS/MND. • Section 7 – References. The References section identifies resources used to prepare this document. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 1-4 Introduction This page intentionally left blank Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 2-1 Project Location, Background, and Environmental Setting SECTION 2.0 PROJECT LOCATION, BACKGROUND, AND ENVIRONMENTAL SETTING 2.1 PROJECT LOCATION The Project Site (APNs 082-170-57 and 082-170-58) encompasses 2.5 acres located at 1411- 1441 South Manchester Avenue, west of the Interstate 5 (I-5) freeway in the City of Anaheim in Orange County. The Project Site is as shown on Exhibit 1, Vicinity Map. The Proposed Project is located within an area of the City referred to as The Anaheim Resort®. The Anaheim Resort includes three specific plan areas: The Disneyland Resort Specific Plan (DRSP), Hotel Circle Specific Plan (HCSP) and the ARSP. The Project Site is regulated by the ARSP. The Anaheim Resort and its specific plans are described in detail below. 2.2 PROJECT BACKGROUND In September 1994, the Anaheim City Council certified Master Environmental Impact Report (EIR) 313 (State Clearinghouse No. 91091062) in support of the adoption of the ARSP. Two validation reports were prepared (1999 and 2004) to evaluate the continued relevance and accuracy of EIR 313. In December 2012, the Anaheim City Council certified EIR 340, a Supplemental EIR to EIR 313, in conjunction with its approval of the Amendment No. 14 to the ARSP Project. EIR 340 reevaluated all the environmental changes that have occurred in and around The Anaheim Resort since certification of EIR 313. EIR 340 also evaluated an expansion of the Anaheim Convention Center and an update of the Anaheim Resort Specific Plan (ARSP) document. The Anaheim City Council adopted findings and a statement of overriding considerations; Updated and Modified Mitigation Monitoring Program No. 85C; and, a water supply assessment in conjunction with the certification of EIR 340. The Project Site was identified in EIR 340 as APN 082-170-35 and was analyzed for the development of up to 220 rooms on 2.94 gross acres. The Holiday Inn & Suites is situated on the northerly portion of the Project Site and includes 101 rooms. The Applicant is proposing demolition of the existing Quality Inn & Suites and the construction of a 223-room hotel on APN 082-170-58, which exceeds the remaining 119 rooms that were analyzed in EIR 340. In order to construct the Proposed Project, the Applicant is requesting the appropriate entitlements to authorize both the density analyzed by this IS/MND and the density proposed as part of the Proposed Project. A complete list of entitlements requested by the Applicant is listed in Section 3.3, Discretionary Actions. 2.3 THE ANAHEIM RESORT The Anaheim Resort is a 1,078-acre portion of the City of Anaheim specially designated for recreation and tourist/convention-related activities and supporting uses. As shown in Exhibit 2, Anaheim Resort Specific Plan Boundaries, The Anaheim Resort is located generally west of the Interstate (I)-5 corridor, south of Vermont Avenue, east of Walnut Street, and north of Chapman Avenue. The Anaheim Resort is designated for Commercial Recreation land use by the General Plan. This land use designation provides for tourist and entertainment industries, such as theme parks, hotels, tourist-oriented retail, restaurants, theaters, and other visitor-serving facilities. The Anaheim Resort includes three specific plan areas: The Disneyland Resort Specific Plan (DRSP), Hotel Circle Specific Plan (HCSP) and the ARSP. Exhibit 2, Anaheim Resort Specific Plan Boundaries, shows the Project Site in context to the ARSP area and the boundaries of all three of the specific plan areas within The Anaheim Resort. The Anaheim Resort Identity Program Disney Way §¨¦5 §¨¦5 Ha rb o r B l v d P a l m S t Ir is S t Win s ton Rd Guinida Ln M a n c h e s t e r A v e Cherry St Hill Ave Midway Dr H i c k o r y S t Cl a r e m o n t S t Pe t a l P l U nnamed Street Boysen Ave M a rg a t e P l Palais Rd B erry St Pe a r S t Di c k e l St Le m o n S t A l r o W a y Yu c c a S t Hill Pl Apple St Cle m e n t i n e S t B erry St Paul Revere Elementary School Disneyland D: \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ M X D \ e x _ L V _ R L _ 2 0 1 7 1 2 0 4 . m x d ² Project Site Seal Beach PACIFIC OCEAN §¨5 §¨5 ST91 ST39 §¨405 ST22 §¨105 §¨710§¨§¨605 ST1 ST73 ST19 ST90 ST261 ST142ST72 ST60 ST55 ST133 ST57 ST241 ST91 Los Angeles Orange Beach Huntington Anaheim Downey Irvine Carson Whittier Lakewood Santa Ana Costa Mesa Buena Park Long Beach Westminster Yorba Linda Vicinity Map Hilton Garden Inn and Home2 Suites Project Exhibit 1 (Rev: 12-13-2017 MMD) R:\Projects\ANA\3ANA009106\Graphics\ex_LV_RL.pdf 400 0 400200 Feet Project Site Proposed Hotel Site Anaheim Resort Specific Plan Boundaries Hilton Garden Inn and Home2 Suites Project Exhibit 2 (Rev: 12-05-2017 MMD) R:\Projects\ANA\3ANA009106\Graphics\ex2_SpecificPlan.pdf §¨¦5 Ball Rd E a s t S t H a r b o r B l v d Lincoln A v e Eu c l i d S t Lincoln Ave Ha r b o r B l v d St a t e C o l l e g e B l v d A n a h e i m B l v d Katella Ave Chapman Ave Le w i s S t Ha s t e r S t UV22 §¨¦5 Cerritos Ave Crone Ave Le w i s S t D is n e y l a n d D r Wa l n u t S t Ni n t h S t L ampson Ave South St Cerritos A ve Orangewood Ave Sa nta Ana S t Ve rmont A v e We s t St Magic Way Da n a S t D: \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ M X D \ e x _ S p e c i f i c P l a n _ 2 0 1 7 1 2 0 4 . m x d 0.5 0 0.50.25 Miles² Project Site Proposed Hotel Site Disneyland Resort Specific Plan (SP92-1) Anaheim Resort Specific Plan (SP92-2) Hotel Circle Specific Plan (SP93-1) Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 2-2 Project Location, Background, and Environmental Setting and The Anaheim Resort Public Realm Landscape Program work together to create a uniform identity and landscape program to improve the visual quality of the entire Anaheim Resort. These two documents provide visual consistency between the three specific plans. Below is a description of each of the specific plans. I. DISNEYLAND RESORT SPECIFIC PLAN The Disneyland Resort Specific Plan (DRSP), adopted in 1993, encompasses approximately 489.7 acres of The Anaheim Resort. It provides for the development of an international vacation destination resort (The Disneyland Resort®) that allows the development of a second theme park (Disney California Adventure), additional hotel and entertainment areas, administrative office facilities, back-of-house facilities, new public and private parking facilities, an internal transportation system, and the on-going modification of Disneyland. EIR 311 was certifed in conjunction with the adoption of the DRSP. The City Council also adopted findings and a statement of overriding considerations, Mitigation Monitoring Program No. 67 and standard Conditions of Approval per Ordinance No. 5377, as last amended by Ordinance No. 6022. At the time the DRSP was adopted, it included four districts: the Theme Park District, the Hotel District, the Parking District, and the Future Expansion District; and, the C-R Overlay. Following the adoption of the DRSP, the document has been modified with eight specific plan amendments and 12 specific plan adjustments. The modifications added District A and the Anaheim GardenWalk Overlay. City Council approved the third amendment in 1996 in conjunction with the approval of Development Agreement No. 96-01 by and between the City of Anaheim and Walt Disney World Company. An addendum to EIR 311 was prepared in conjunction with this request. A Mitigated Negative Declaration (MND) and several addenda were prepared or relied upon as the environmental documentation for Amendments Nos. 4, 5, 6, 7, 8 pertaining to the Anaheim GardenWalk Overlay. City Council approved Adjustment No. 6 concurrently with a comprehensive update to the City’s General Plan and its related EIR (EIR 330). The City Council determined that all other amendments and adjustments were either exempt from CEQA or analyzed by EIR 311. II. HOTEL CIRCLE SPECIFIC PLAN The Hotel Circle Specific Plan (HCSP), adopted in 1994, encompasses approximately 6.8 acres of The Anaheim Resort and provides for the development of a total of 969 hotel rooms (818 rooms currently exist). City Council approved an MND as the environmental document for the HCSP. III. ANAHEIM RESORT SPECIFIC PLAN The ARSP was adopted in 1994 and provides for the development of hotels, motels, convention and conference facilities, including the Anaheim Convention Center, as well as restaurants, retail shops, and entertainment uses. The ARSP is divided into two development areas: the Public Recreation (PR) District, which includes the Anaheim Convention Center and the Anaheim Hilton; and, the Commercial Recreation (C-R) District, which includes the remainder of the ARSP, including the Project Site. As discussed previously, the City Council certified EIR 313 as the environmental documentation for the adoption of the ARSP. At the time City Council adopted the ARSP, the specific plan area encompassed approximately 549.5 acres and EIR 313 assumed that future development on the Project Site would include development of up to 220 hotel rooms. Since the approval of the ARSP, it has been modified with 14 amendments and nine adjustments, which have increased the total ARSP area to 581.3 acres. Two validation reports were prepared (1999 and 2004) to evaluate the continued relevance and accuracy of EIR 313. In addition, MNDs were prepared for Amendment Nos. 1, 3, 7, 12 and 13. An addendum to the MND prepared for Amendment No. 7 Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 2-3 Project Location, Background, and Environmental Setting was prepared for Amendment No. 8. Amendment Nos. 4 and 5 were processed concurrently with a comprehensive update to the City’s General Plan and its related EIR (EIR 330). All other amendments and adjustments, with the exception of Amendment No. 14 discussed below, were either exempt from CEQA or relied upon EIR 313 as the environmental documentation for the project. The Proposed Project is requesting an amendment to the ARSP and would be considered Amendment No. 15 to the ARSP, for which this document, an MND, is being prepared. In December 2012, the Anaheim City Council certified EIR 340 in support of the approval of the Amendment No. 14 to the ARSP Project, which included amendments to the following documents: • Anaheim General Plan (Case No. GPA2010-00482); • Anaheim Resort Specific Plan (Case No. SPN2010-00060); • Title 18 (Zoning Code) of the Anaheim Municipal Code (Case No. ZCA2010-00093); • The Anaheim Resort Identity Program (Case No. MIS2010-00478); • The Anaheim Resort Public Realm Landscape Program (Case No. MIS2010-00479); and • Ordinance No. 5454 Conditions of Approval (Case No. MIS2010-00484). The amendments identified above reflect an increase in the permitted development intensity within the ARSP area to allow for expansion of the Anaheim Convention Center; streamlining of development standards, guidelines and requirements to reduce redundancy within and between documents; and, an update to the above documents to reflect current conditions within the Anaheim Resort. EIR 340 is a supplemental EIR that reevaluated all the environmental changes that have occurred in and around The Anaheim Resort since certification of EIR 313. Consistent with EIR 313, EIR 340 assumed that future development on the Project Site would include development of up to 220 hotel rooms. The development of the 101-room Holiday Inn Express results in a buildout density of an additional 119 rooms that were analyzed for the Project Site. EIR 340 also evaluated an expansion of the Anaheim Convention Center and an update of the ARSP document. The Anaheim City Council adopted findings and a statement of overriding considerations; Updated and Modified Mitigation Monitoring Program No. 85C; and, a water supply assessment in conjunction with the certification of EIR 340. Accordingly, all references within this IS/MND for the Proposed Project reflect conditions inclusive of all previously approved amendments and adjustments to the ARSP and EIR 340 includes all additional environmental analysis associated with these amendments. Pursuant to Section 15179(b) of the CEQA Guidelines, EIR 340, as a Master EIR, is still valid and represents an accurate assessment of the significant environmental effects associated with buildout of the ARSP. EIR 340 is incorporated by reference and mitigation measures from EIR 340 (MMRP 85C) that are applicable to the Proposed Project to mitigate an impact to a less than significant level are included in the IS/MND. However, to avoid confusion, new numbering has been applied to mitigation for the Proposed Project. If the measure was taken from EIR 340 (MMRP 85C), the original mitigation measure numbering is provided in parentheses at the end of the measure. Table 1, ARSP Land Use Summary, indicates the permitted amount of development analyzed by EIR 340. As shown in this table, at the time EIR 340 was prepared, the C-R District was developed with 11,587 hotel rooms or hotel room equivalents. The existing development in the PR District represents the Anaheim Convention Center and the Anaheim Hilton Hotel. The total allowable development in the PR District is intended to provide for expansion of the Anaheim Convention Center and supporting facilities. A 200,000-square foot addition to the Anaheim Convention Center was recently completed in 2017. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 2-4 Project Location, Background, and Environmental Setting TABLE 1 ANAHEIM RESORT SPECIFIC PLAN LAND USE SUMMARY1 District Current Existing Development Total Allowable Development C-R District • 11,587 hotel rooms2 • 32,500 hotel rooms PR District • 1,600 hotel rooms • 1,712,004 sf convention center • 2,500 hotel rooms • 2,118,363 sf convention center • 180,000 sf commercial development • 40,000 sf hotel meeting/ballroom space • 100,000 sf outdoor programmable space Total • 13,187 hotel rooms • 1,712,004 sf convention center • 35,000 hotel rooms • 2,118,363 sf convention center • 180,000 sf commercial development • 40,000 sf hotel meeting/ballroom space • 100,000 sf outdoor programmable space sf: square feet 1 At the time EIR 340 was being prepared, as of 2012. 2 Commercial uses are converted to hotel room equivalents on a ratio of 600 square feet of commercial development = one hotel room Source: Anaheim 2012. The Project Site is located within the Commercial-Recreation District of the ARSP and is designated for Low-Medium Density hotel development. As previously discussed, under this designation, the 2.5-acre Project Site was evaluated in EIR 340 for development of up to 220 hotel rooms, or 75 rooms per gross acre. Of those rooms, 101 rooms were constructed in the Holiday Inn Express, leaving an additional 119 rooms that were evaluated for the Project Site. 2.4 EXISTING PROJECT SITE CONDITIONS The Project Site is approximately 2.5 acres and includes the five-story Holiday Inn Express that was constructed in 2014. Prior to the development of the Holiday Inn Express, the gross acreage of the Project Site was 2.691-acres, which included 0.091-acres that was dedicated to the City for road widening of Manchester Avenue along the frontage of Parcel 1, and 0.098-acres that is irrevocably offered for dedication to the City to widen Manchester Avenue upon completion of the Proposed Project on Parcel 2. The Holiday Inn Express occupies approximately 1.167 acres and will be retained in place. The remaining 1.334 acres is currently developed with an existing 108- room Quality Inn & Suites and associated surface parking, which will be demolished as part of the Proposed Project. Parcel Map No 2013-150 established an irregular parcel line between the two properties. Lot Line Adjustment (LLA-0000760) is currently in process to adjust the parcel lines to reflect the post construction condition of the Proposed Project. The pre- and post-Lot Line Adjustments are shown in Exhibit 3a, Aerial Photograph (Pre-Lot Line Adjustment) and Exhibit 3b, Aerial Photograph (Post-Lot Line Adjustment). Reciprocal parking and access agreements exist between the two parcels and will remain in effect after the Lot Line Adjustment. An existing five-foot high concrete block wall is located along the southern and western perimeter of the Project Site. On-site vegetation includes ornamental vegetation associated with the existing hotel uses. The Project Site is relatively flat with approximate elevation of 140 feet above mean sea level (msl). The Project Site has an existing General Plan land use designation of Commercial Recreation (C-R), and is zoned for the Anaheim Resort Specific Plan (SP 92-2), Commercial-Recreation District. S a n t a A n a F w y 5 W Manchester Ave SManchesterAve W Midway Dr W Palais Rd S P a l m S t D: \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ M X D \ e x _ A e r i a l _ P r e _ L o t L i n e A d j u s t _ 2 0 1 80 4 2 7 . m x d Aerial Photograph (Pre-Lot Line Adjustment) Hilton Garden Inn and Home2 Suites Project Exhibit 3a (Rev: 4-27-2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_Aerial_Pre_LotLineAdjust.pdf 150 0 15075 Feet Project Site Parcel Boundary Proposed Hotel Site Aerial Source: ESRI, NAIP 2016 S a n t a A n a F w y 5 W Manchester Ave SManchesterAve W Midway Dr W Palais Rd S P a l m S t Parcel 2 Parcel 1 D: \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ M X D \ e x _ A e r i a l _ P o s t _ L o t L i n e A d j u s t _ 2 0 18 0 4 2 7 . m x d Aerial Photograph (Post-Lot Line Adjustment) Hilton Garden Inn and Home2 Suites Project Exhibit 3b (Rev: 4-27-2018 cjs) R:\Projects\ANA\3ANA009106\Graphics\ex_Aerial_Post_LotLineAdjust.pdf 150 0 15075 Feet Project Site Parcel Boundary Proposed Hotel Site Aerial Source: ESRI, NAIP 2016 Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 2-5 Project Location, Background, and Environmental Setting 2.5 SURROUNDING LAND USES The Project Site is bound by West Coast University to the south, and hotels to the north, northwest and west, and Manchester Avenue and the I-5 Freeway to the east. Exhibit 3a, Aerial Photograph (Pre-Lot Line Adjustment) and Exhibit 3b, Aerial Photograph (Post-Lot Line Adjustment) provide an aerial view of the Project Site and its immediate surroundings. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 2-6 Project Location, Background, and Environmental Setting This page intentionally left blank Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 3-1 Project Description SECTION 3.0 PROJECT DESCRIPTION 3.1 PHYSICAL CHARACTERISTICS 3.1.1 HOTEL USE The Applicant proposes to demolish the existing 108-room Quality Inn & Suites on the southern portion of the Project Site and construct a six story, 223-room dual-branded Hilton Garden Inn and Home2 Suites hotel, which would include two levels of subterranean parking, an 1,516 square feet (sf) of accessory retail space and 975 sf of meeting space as shown on Exhibit 4, Site Plan. Site access would be from the existing driveways on Manchester Avenue, and parking would be shared with the Holiday Inn Express. The proposed hotel building area would total 169,764 sf, exclusive of the parking levels. The floor plans are provided in Exhibits 5a through 5e. Exhibit 5a, Building-Plans - Garage Floor, shows the two levels of subterranean garage floor plans. As shown in Exhibit 5b, Building Plans - Ground Floor, the ground floor would include the hotel entrance and lobby area, Hilton Garden Inn breakfast room, lounge, restrooms, retail space, meeting room, and hotel administrative areas. The second floor, shown in Exhibit 5c, Building Plans - Second Floor, consists of the fitness room Home2Suites breakfast room, guest laundry, and guest rooms. The third through sixth floors, shown in Exhibit 5d, Building Plans -Upper Floor, would include guest rooms. The roof, shown in Exhibit 5e, Building Plans - Roof, would not be accessible to guests and would include limited roof-mounted equipment that would not be visible off-site due to proposed parapet walls. Exhibit 6, Building Sections, presents the proposed building sections. The conceptual building exterior elevations for the Proposed Project are presented in Exhibit 7, Exterior Elevations. The top of the roof would not exceed a maximum height of 84 feet above grade. Exhibit 8, Renderings, presents the renderings of the Proposed Project from six vantage points. Exhibit 9, Illustrative Site Plan, provides the proposed conceptual landscape plan for the Proposed Project. The landscape plan incorporates various species of trees, shrubs and groundcover along the perimeter of the Project Site, including palm trees on Manchester Avenue, consistent with surrounding landscaping. The outdoor common areas of the Proposed Project would include an outdoor patio and pool area to the west of the hotel building. Exhibit 10, Nighttime Rendering, demonstrates that exterior lighting would be provided throughout the site as necessary for safety, security, and ambience. 3.1.2 PROJECT ACCESS, CIRCULATION, AND PARKING Vehicular access to the Project Site is currently provided via three existing driveways from Manchester Avenue. Two of the driveways are located north of the existing Quality Inn & Suites, which are proposed to be retained and would continue to be shared with the existing Holiday Inn Express. With construction of the Proposed Project, the existing third driveway located on the southern end of the Project Site would be removed. Vehicles would access the hotels via the two driveways on the north end of the Project Site. As shown in Exhibit 4, Site Plan, the existing surface parking lot north of the proposed hotel would be reconfigured. A porte-cochere would accommodate hotel arrivals and departures and valet service. The Proposed Project includes 27 spaces in the surface parking lot and 200 spaces in the subterranean parking structure, for a total of 227 spaces. The existing hotels have a reciprocal Source: BRR Architecture, April 2018 (5/2/2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_SitePlan.pdf D : \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ G R A P H I C S \ e x _ S i t e P l a n _ 2 0 1 8 0 5 0 2 . a i 7 <3        7 < 3 (; , 6 7 , 1 *    6 7 2 5 <    5 2 2 0 +2 / , ' $ <  , 1 1  ( ; 3 5 ( 6 6 62 8 7 +0 $1 &+(6 7 (5 $9 ( 5$ 0 3 '2 : 1  6 3 $&(6            6 3 $&(6                 6 7 2 5 <    5 2 2 0 '8 $ /  % 5 $ 1 ' +, / 7 2 1  * $ 5 ' ( 1  , 1 1  +2 0 (    6 8 , 7 ( 6                      6 3 $&(6                                                      6 3 $ & ( 6                6,7(3/$1.(<127(6 .(<127(6/,67('%(/2:3(57$,1727+(3/$16217+,66+((721/<12'(6&5,37,21  3 5 2 3 ( 5 7 <  / , 1 (  / , 1 (  2 )  8 / 7 , 0 $ 7 (  5 , * + 7  2 )  : $ <     / $ 1 ' 6 & $ 3 (  6 ( 7 % $ & .  3 $ 5 . , 1 *  * $ 5 $ * (  9 ( 1 7 , / $ 7 , 2 1  % , & < & / (  3 $ 5 . , 1 *  $ & & ( 6 6 , % / (  3 $ 5 . , 1 *  6 7 $ / /  6 , * 1 6 &$087&'6,*15 &$ 5%$1'5% 7 2 :  $ : $ <  ) 2 5  ' , 6 $ % / ( '  3 $ 5 . , 1 *  6 , * 1 5% &$  3 5 , 9 $ 7 (  3 5 2 3 ( 5 7 <  6 , * 1 $1$+(,0081,&,3$/&2'(6(&7,21 0 2 1 8 0 ( 1 7  6 , * 1  ) 5 ( ( : $ <  5 , * + 7  2 )  : $ <  & ( 1 7 ( 5 / , 1 (  2 )  0 $ 1 & + ( 6 7 ( 5  $ 9 ( 1 8 (    [    / 2 $ ' , 1 *  6 3 $ & (  $ 1 '  6 + 8 7 7 / (  ' 5 2 3  2 ) )   [    3 $ 6 6 ( 1 * ( 5  ' 5 2 3  2 ) )  6 3 $ & (  $ 5 0  % $ 5  * $ 7 (  , 1 7 2  9 $ / ( 7  3 $ 5 . , 1 *  * $ 5 $ * (  5 ( ) 8 6 (  5 2 2 0  : , 7 +  7 5 $ 6 +  & 2 0 3 $ & 7 2 5  $ 1 '       [     &203267%,15()$)25&,5 &8/$7,213/$1)253,&.83   [    7 5 $ 1 6 ) 2 5 0 ( 5  3 $ '  1 2  ( / ( 9 $ 7 , 2 1  & + $ 1 * (  $ 7  7 5 $ 1 6 , 7 , 2 1  2 )  3 $ 5 . , 1 *  7 2  6,'(:$/. 3 2 5 7 (  & 2 & + ( 5 (  $ % 2 9 (  & $ 1 2 3 <  $ % 2 9 (  7 8 5 1 , 1 *  7 ( 0 3 / $ 7 (         , 1 6 , ' (  7 8 5 1 , 1 *  5 $ ' , 8 6  $ 1 '        2876,'(7851,1*5$',86  9 $ / ( 7  6 7 $ 7 , 2 1  5 2 / / ( '  & 8 5 %  ) 2 5  ) , 5 (  $ & & ( 6 6   ;    1 2  7 5 ( 6 3 $ 6 6 , 1 *     .  3  &    6 , * 1  : , 7 +  : + , 7 (  %$&.*5281'$1'%/$&./(77(5,1* & , 7 <  $ 3 3 5 2 9 ( '   1 2  3 $ 5 . , 1 *  ) , 5 ( / $ 1 (  6 , * 1 9(5,)</2&$7,216:,7+/2&$/),5('(3$570(17  3 $ , 1 7 ( '  & 8 5 %  6 7 5 , 3 , 1 *   1 2  3 $ 5 . , 1 *  = 2 1 (  ) , 5 (  / $ 1 ( :,'(5('75$)),&3$,179(5)</2&$7,216:,7+/2&$/),5('(3$570(17  1 ( :  / 2 7  / , 1 (  ( ; , 6 7 , 1 *  / 2 7  / , 1 (  ( ; , 6 7 , 1 *  & 8 5 %  / , 1 (  1 ( :  6 7 5 , 3 , 1 *  % 8 6  3 $ 5 . , 1 *  * ( 1 ( 5 $ 7 2 5  ( ' * ( / , 1 (  6 7 5 , 3 , 1 *  3 $ , 1 7 ( '  : + , 7 (  $ 7  ( ; , 6 7 , 1 *  & 8 5 %  / , 1 (  :,7+1267233,1*$1<7,0(6,*16 3 / $ 1 7 ( 5 6  $ 7  $ / /  + $ 7 & + ( '  $ 5 ( $   7 < 3 , & $ / 6,7(3/$1127(6 3$5.,1*&203/,(6:,7+$0&$//(175$1&(6723$5.,1*$5($66+$//%(3267(':,7+$335235,$7(6,*163(5 D &9&72$66,67,15(029$/2)9(+,&/(6$77+(3523(57<2:1(560$1$*(565(48(67 Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s P r o j e c t Si t e P l a n Exhibit 4 Source: BRR Architecture, April 2018 (4/31/2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_BldgPlan .pdf D : \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ G R A P H I C S \ e x _ B l d g P l a n _ G a r a g e _ 2 0 1 7 1 2 0 5 . a i             6 3 $ & ( 6                         7 <3 7 <3  7 <3  83 6/ 2 3 (    '1  6 3 $&(6   6 3 $&(6    7<3   7<3  7<3  63$&(6  63$&(6             6 3 $ & ( 6                  6 3 $ & (          6 3 $ & (        (/         (/         (/         (/           $*$5$*(/(9(/             6 3 $ & ( 6                           7 <3  7 <3  83 '2 : 1 6/ 2 3 (    '1       6 3 $ & ( 6        7 <3     6 3 $ & ( 6              6 3 $ & ( 6         7 < 3           7 < 3      7 < 3        6 3 $ & ( 6         7< 3     7< 3     7< 3                       6 3 $ & ( 6        (/         (/         (/         (/         (/         (/           ( $ & +  * $ 5 $ * (  / ( 9 ( /  6 + $ / /  + $ 9 (  & / ( $ 5 / <  0 $ 5 . 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( 7 2) ) , & ( 23 ( 1  2 ) ) , & ( 5(7$,/ /2 % % < 5( 6 7 5 2 2 0 5( 6 7 5 2 2 0 5( 6 7 5 2 2 0 5( 6 7 5 2 2 0 32 2 / 5( 6 7 5 2 2 0 32 2 / 5( 6 7 5 2 2 0 (/ ( & 5$ 0 3 '2 : 1 2) ) , & ( 2) ) , & ( 2) ) , & ( 2)),&(2)),&(2)),&(2)),&(0((7,1*5220 .,7&+(1 5( & ( 3 7 , 2 1 2)),&( $  %  &  (  )  +  .  /  1  3  4                           +  (  '  0( ( 7 , 1 *  5 2 2 0 2)),&(2)),&(2)),&(2)),&( $& & 2 8 1 7 , 1 *  2) ) , & ( 3  /  (1 * , 1 ( ( 5 , 1 *  6 + 2 3   ),567)/2253/$1  Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s P r o j e c t Bu i l d i n g P l a n s – G r o u n d F l o o r Exhibit 5b Source: BRR Architecture, April 2018 (4/31/2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_BldgPlan .pdf D : \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ G R A P H I C S \ e x _ B l d g P l a n _ F l o o r 2 _ 2 0 1 8 0 4 3 1 . a i Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s P r o j e c t Bu i l d i n g P l a n s - S e c o n d F l o o r Exhibit 5c $  %&'   ()*+./0135 /  (   4  +2 8 6 ( . ( ( 3 , 1 * %$ & .  2 )  + 2 8 6 ( ,& ( :2 0 ( 1 0( 1 *8 ( 6 7 /$ 8 1 ' 5 < %2 + +2 0 (    6 8 , 7 ( 6 %5 ( $ . ) $ 6 7  5 2 2 0 ), 7 1 ( 6 6   + , / 7 2 1  * $ 5 ' ( 1  , 1 1  5 2 2 0 6   + 2 0 (    6 8 , 7 ( 6  5 2 2 0 6 9,75(286&+,1$72,/(763(568$'(.         --  +  32 5 7 (  & 2 & + ( 5 (  % ( / 2 :            6( & 2 1 '  ) / 2 2 5  3 / $ 1  Source: BRR Architecture, April 2018 (4/31/2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_BldgPlan .pdf D : \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ G R A P H I C S \ e x _ B l d g P l a n _ F l o o r _ U p p e r _ 2 0 1 8 0 4 3 1 . a i Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s P r o j e c t Bu i l d i n g P l a n s - U p p e r F l o o r Exhibit 5d $  %&'   ()*+./0135 /  (   4  $    $    $    $    $    $    +2 8 6 ( . ( ( 3 , 1 * %$ & .  2 )  + 2 8 6 (   + , / 7 2 1  * $ 5 ' ( 1  , 1 1  5 2 2 0 6   + 2 0 (    6 8 , 7 ( 6  5 2 2 0 6         --  +             7< 3  8 3 3 ( 5  ) / 2 2 5  3 / $ 1  Source: BRR Architecture, April 2018 (4/31/2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_BldgPlan .pdf D : \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ G R A P H I C S \ e x _ B l d g P l a n _ F l o o r _ R o o f _ 2 0 1 8 0 4 3 1 . a i Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s P r o j e c t Bu i l d i n g P l a n s - R o o f Exhibit 5e                            7< 3  7< 3 7<3          522)3/$1.(<127(6 .(<127(6/,67('%(/2:3(57$,1727+(3/$16217+,66+((721/<12'(6&5,37,21  % $ 7 + 5 2 2 0  ( ; + $ 8 6 7 6  6 . < / , * + 7  ( / ( 9 $ 7 2 5  2 9 ( 5 5 8 1 6  5 2 2 )  7 2 3  0 ( & + $ 1 , & $ /  8 1 , 7 6  ( ; 7 ( 5 , 2 5  : $ / /  / , 1 (  % ( / 2 :  6 7 $ , 5  7 2  5 2 2 )  5 2 2 )  2 9 ( 5  6 ( & 2 1 '  ) / 2 2 5  7 ( 5 5 $ & (  3 2 5 7 (  & 2 & + ( 5 (  % ( / 2 : $''5(66180%(560,1,0806,=( ,1+(,*+7$1' ,1:,'7+7+(/,1(62)7+(180%(56$5(72%($0,1,0802)7+,&.180%(566+28/'%(63$&('´72´$3$57 1 8 0 % ( 5 6  6+28/'%(3$,17('25&216758&7(',1$&2175$67,1*&2/25727+(522),1*0$7(5,$/ 1 8 0 % ( 5 6  6 + 2 8 / '  ) $ & (  7+(675((772:+,&+7+(6758&785(,6$''5(66(' 1 8 0 % ( 5 6  $ 5 (  1 2 7  7 2  % (  9 , 6 , % / (  ) 5 2 0  * 5 2 8 1 '  /(9(/  522)3/$1  Source: BRR Architecture, April 2018 (5/2/2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_Bldg_Sect ions.pdf D : \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ G R A P H I C S \ e x _ B l d g _ S e c t i o n s _ 2 0 1 8 0 5 0 2 . a i 01 EA S T W E S T B U I L D I N G S E C T I O N 02 NO R T H S O U T H B U I L D I N G S E C T I O N WALLS PARKING GARAGE CIRCULATION OFFICE LOBBY BACK OF HOUSE/ADMIN HOTEL ROOMSSECOND FLOOR 16’-0” SE C O N D F L O O R 16 ’ - 0 ” GARAGE LEVEL 1 -9’-0” GA R A G E L E V E L 1 -9 ’ - 0 ” GARAGE LEVEL 2 -18’-0” GA R A G E L E V E L 2 -1 8 ’ - 0 ” THIRD FLOOR 27’-0” TH I R D F L O O R 27 ’ - 0 ” FOURTH FLOOR 37’-2” FO U R T H F L O O R 37 ’ - 2 ” FIFTH FLOOR 47’-4” FI F T H F L O O R 47 ’ - 4 ” SIXTH FLOOR 57’-6” SI X T H F L O O R 57 ’ - 6 ” ROOF 72’-0” RO O F 72 ’ - 0 ” GROUND FLOOR GR O U N D F L O O R 0’-0” 0’ - 0 ” BO H BO H BO H BO H BO H LO B B Y LO B B Y GA R A G E GA R A G E GA R A G E GA R A G E BO H BO H BO H BO H BO H BO H OF F I C E BO H BO H BO H BO H BO H COLOR LEGEND 03 RO O F T O P U N I T - S I T E L I N E S T U D Y E A S T / W E S T 04 RO O F T O P U N I T - S I T E L I N E S T U D Y N O R T H / S O U T H *R O O F T O P U N I T S N O T VI S I B L E F R O M P E D E S T R I A N RI G H T O F W A Y * *R O O F T O P U N I T S N O T VI S I B L E F R O M P E D E S T R I A N RI G H T O F W A Y * Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s P r o j e c t Bu i l d i n g S e c t i o n s Exhibit 6 Source: BRR Architecture, April 2018 (5/2/2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_Elevation s.pdf D : \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ G R A P H I C S \ e x _ E l e v a t i o n s _ 2 0 1 8 0 5 0 2 . a i R Y A N J .W A K E F I E L D PROFESSIONALLANDSURVEYORL.S. 9117 S T A T E O F C A L I F O R N I A Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s P r o j e c t Ex t e r i o r E l e v a t i o n s Exhibit 7 Source: BRR Architecture, April 2018 (5/2/2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_Rendering s.pdf D : \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ G R A P H I C S \ e x _ R e n d e r i n g s _ 2 0 1 8 0 5 0 2 . a i 01 AE R I A L P E R S P E C T I V E 02 VI E W F R O M N O R T H 04 VI E W F R O M S O U T H E A S T 05 AE R I A L V I E W F R O M S O U T H 03 EN T R Y V I E W 06 VI E W F R O M S O U T H W E S T 02 03 04 05 0601NSOUTH MANCHESTER AVEHIE DUAL BRAND HOTEL Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s P r o j e c t Re n d e r i n g s Exhibit 8 Source: BRR Architecture, April 2018 (5/2/2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_Illustrat ive_SitePlan.pdf D : \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ G R A P H I C S \ e x _ I l l u s t r a t i v e _ S i t e P l a n _ A _ 2 0 1 8 0 5 0 2 . a i Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s P r o j e c t Il l u s t r a t i v e S i t e P l a n Exhibit 9a I S T I N S T O R R O O M O I I N N R S S SOUTH MANCHESTER AVE 10 ' 2 0 ' 4'8'ROW 10' LANDSCAPE SETBACK 10 ' L A N D S C A P E SE T B A C K 10 ' L A N D S C A P E SE T B A C K 10 ' L A N D S C A P E SE T B A C K RE F U S E LO U N G E HI L T O N G A R D E N I N N BR E A K F A S T R O O M KI T C H E N LA U N D R Y ST A F F IT BE L L RE C E P T I O N LOBBY ACCOUNTING OFFICE OF F I C E OPEN OFFICE SALES MANAGER OFFICE FLEX OFFICE HR OFFICE RETAIL LO B B Y RE S T R O O M RE S T R O O M RE S T R O O M PO O L RE S T R O O M PO O L RE S T R O O M EL E C R M O N EN G I N E E R I N G S H O P OF F I C E OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE MEETING ROOM KITCHEN RECEPTION OFFICE ME E T I N G R O O M DR Y E R RE S T R O O M LAN D S C A P E SET B A C K AL L P L A N T I N G M A T E R I A L S S H A L L B E P E R TH E A P P R O V E D A R M D WATER EQUIPMENT SCREENED BY PLANTSE KKKKKKKKKKKKK 10 10 10 10 1 1 SE 4 48 " B O X M E D 5 36 " B O X M E D 7 48 " B O X L O W 6 20 ' B T H M E D 5 20 ' B T H L O W 12 36 " B O X M E D WA T E R U S E SI Z E QU A N T I T Y SY M B O L 1 24 " B O X M E D 3 48 " B O X M E D 8 24 " B O X L O W LO P H O S T E M O N CO N F E R T U S BR I S B A N E B O X ME T R O S I D E R O S EX C E L S U S NE W Z E A L A N D CH R I S T M A S T R E E SC H I N U S M O L L E MU L T I T R U N K CA L I F O R N I A PE P P E R PH O E N I X DA C T I L I F E R A DA T E P A L M WA S H I N G T O N I A RO B U S T A ME X I C A N FA N P A L M MA G N O L I A 'L I T T L E G E M ' LI T T L E G E M MA G N O L I A BO T A N I C A L N A M E C O M M O N N A M E TR E E S F R O M C I T Y M A T R I X * In d i c a t e s t h a t p l a n t i s o n c i t y m a t r i x + In d i c a t e s t h a t p l a n t i s u s e d w i t h i n s e t b a c k r e a l m + * + * + * + TR E E D E N S I T Y C A L C U L A T I O N S - S E T B A C K R E A L M , M A N C H E S T E R LE V E L O F T R E E D E N S I T Y = M O D E R A T E L Y D E N S E T R E E D E N S I T Y F A C T O R > . 3< . 5 TO T A L S E T B A C K R E A L M A R E A - 5 6 6 9 S F TO T A L R E Q U I R E D T R E E P O I N T S R E Q U I R E D - 1 7 0 0 M I N TO T A L T R E E P O I N T S P R O V I D E D - 2 4 5 0 ( S E E L E G E N D ) 24 " B O X ( 1 ) - 5 0 P O I N T S 48 " B O X ( 8 ) - 2 4 0 0 P O I N T S TO T A L 2 4 5 0 P O I N T S 10 0 % O F T R E E S A R E F R O M T H E A R S P T R E E M A T R I X TR E E D E N S I T Y C A L C U L A T I O N S - W E S T S E T B A C K S LE V E L O F T R E E D E N S I T Y = M O D E R A T E L Y D E N S E T R E E D E N S I T Y F A C T O R > . 5< . 8 TO T A L S E T B A C K R E A L M A R E A - 2 4 4 8 S F TO T A L R E Q U I R E D T R E E P O I N T S R E Q U I R E D - 1 2 2 4 M I N TO T A L T R E E P O I N T S P R O V I D E D - 1 8 7 5 ( S E E L E G E N D ) 36 " B O X ( 3 ) - 3 7 5 P O I N T S 48 " B O X ( 1 ) - 3 0 0 P O I N T S 20 ' B T H ( 2 ) - 1 2 0 0 P O I N T S TO T A L 1 8 7 5 P O I N T S 10 0 % O F T R E E S A R E F R O M T H E A R S P T R E E M A T R I X LO P H O S T E M O N CO N F E R T U S BR I S B A N E B O X * + * + ** + * TA B E B U I A AV E L L A N E D A E PI N K T R U M P E T TR E E + * SC H I N U S M O L L E MU L T I T R U N K CA L I F O R N I A PE P P E R PA R K I N G L O T T R E E S H A D E C A L C U L A T I O N S TO T A L P A R K I N G S P A C E S = 2 4 TR E E S R E Q U I R E D = 4 [ ( 1 ) - 2 4 " B O X M I N P E R 5 P A R K I N G S P A C E S ] TR E E S P R O V I D E D = ( 1 ) 2 4 " B O X , ( 8 ) 4 8 " B O X (9 ) E X I S T I N G (5 ) A D D I T I O N A L N E W T R E E S B E Y O N D M I N I M U M RE Q U I R E M E N T H A V E B E E N P R O V I D E D A M I N I M U M O F 3 0 % O F P A R K I N G S P A C E S W I L L B E S H A D E D W I T H I N 5 Y E A R S SE T B A C K R E A L M , M A N C H E S T E R , L A N D S C A P E A R E A TO T A L A R E A = 2 9 5 3 S F TO T A L L A N D S C A P E A R E A R E Q U I R E D ( 8 0 % ) = 2 3 6 2 S F TO T A L L A N D S C A P E A R E A P R O V I D E D ( 8 1 % ) = 2 3 9 9 S F TR E E D E N S I T Y C A L C U L A T I O N S - S O U T H S E T B A C K S LE V E L O F T R E E D E N S I T Y = M O D E R A T E L Y D E N S E T R E E D E N S I T Y F A C T O R > . 5< . 8 TO T A L S E T B A C K R E A L M A R E A - 3 6 4 4 S F TO T A L R E Q U I R E D T R E E P O I N T S R E Q U I R E D - 1 8 2 2 M I N TO T A L T R E E P O I N T S P R O V I D E D - 1 8 5 0 ( S E E L E G E N D ) 24 " B O X ( 9 ) - 4 5 0 P O I N T S 36 " B O X ( 4 ) - 5 0 0 P O I N T S 48 " B O X ( 3 ) - 9 0 0 P O I N T S TO T A L 1 8 5 0 P O I N T S 10 0 % O F T R E E S A R E F R O M T H E A R S P T R E E M A T R I X NEWLY PLANTED AT ADJACENT PROPERTY ON MANCHESTER ESTABLISHED STREET PLANTING ALONG MANCHESTERRHAPHIOLEPISMETROSIDEROSWASHINGTONIAPHORMIUMWASHINGTONIAMETROSIDEROSPHORMIUMRHAPHIOLEPISThe newly proposed planting area is shared with the adjacent pr operty which was newly approved by the city of Anaheim and planted in 2016. The new landscape concept conti nues the planting theme of the adjacent property to maintain consistency and unity within the streetsca pe. The minimum amount of matrix plants is the result of matching the adjacent planting. See sample images on this sheet of the existing conditions.Every effort to use matrix plants and still maintain streetscap e uniformity was used.9 EXISTING L O W WATER USE SIZE QUANTITY SYMBOL CINNAMOMUM CAMPHORCAMPHOR TREEBOTANICAL NAME C O M M O N N A M E TREES FROM CITY MATRIX *Indicates that plant is on city matrix +Indicates that plant is used within setback realm *+or project construction made from any document bearing this not e.The landscape architect is not responsible for contract bidsNOT ACCEPTABLE FOR BIDDING OR CONSTRUCTION.client-requested revisions, and in house review, and are theref ore,These documents are subject to change due to public agency comm ent,PROGRESS DRAWING Source: BRR Architecture, April 2018 (5/2/2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_Illustrat ive_SitePlan.pdf D : \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ G R A P H I C S \ e x _ I l l u s t r a t i v e _ S i t e P l a n _ B _ 2 0 1 8 0 5 0 2 . a i Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s P r o j e c t Il l u s t r a t i v e S i t e P l a n Exhibit 9b I S T I N S T O R R O O M O I I N N R S S SOUTH MANCHESTER AVE 10 ' 1 3 ' 2 0 ' 4'8'13'10' ROW 10' LANDSCAPE SETBACK 10 ' L A N D S C A P E SE T B A C K 10 ' L A N D S C A P E SE T B A C K 10 ' L A N D S C A P E SE T B A C K RE F U S E LO U N G E HI L T O N G A R D E N I N N BR E A K F A S T R O O M KI T C H E N LA U N D R Y ST A F F IT BE L L RE C E P T I O N LOBBY AC C O U N T I N G O F F I C E OF F I C E OPEN OFFICE SALES MANAGER OFFICE FLEX OFFICE HR OFFICE RETAIL LO B B Y RE S T R O O M RE S T R O O M RE S T R O O M PO O L RE S T R O O M PO O L RE S T R O O M EL E C R M O N EN G I N E E R I N G S H O P OF F I C E OFFICE OFFICE GM OFFICE OFFICE OFFICE OFFICE OFFICE MEETING ROOM KITCHEN RECEPTION OFFICE ME E T I N G R O O M DR Y E R RE S T R O O M LAN D S C A P E SET B A C K AL L P L A N T I N G M A T E R I A L S S H A L L B E P E R TH E A P P R O V E D A R M D WATER EQUIPMENT SCREENED BY PLANTS 94 5 G A L L O W 26 5 G A L L O W 10 1 G A L L O W 4 15 G A L M O D 18 4 5 G A L L O W 34 5 G A L L O W @ 3 0 " O C 1 G A L L O W @ 1 4 " O C 1 G A L L O W @ 1 8 " O C L O W @ 1 6 " O C 1 G A L L O W 3 5 G A L L O W 56 5 G A L L O W 29 5 G A L L O W @ 1 4 " O C 1 G A L L O W 38 15 G A L M O D @ 1 8 " O C 1 G A L L O W 15 15 G A L M O D WA T E R U S E SI Z E QU A N T I T Y SY M B O L 13 2 15 G A L L O W @ 1 2 " O C 4" P O T S M O D 40 5 G A L M O D 20 5 G A L M O D 32 5 G A L M O D 10 9 5 G A L L O W 17 5 G A L L O W @ 1 8 " O C 1 G A L L O W @ 1 0 " O C FL A T S L O W @ 1 6 " O C 1 G A L M O D @ 1 4 " O C 1 G A L M O D @ 1 8 " O C 5 G A L L O W @ 1 4 " O C 5 G A L L O W 10 6 5 G A L L O W P L A N T S T O B E I N P O T S 52 5 G A L M E D 5 15 G A L L O W 7 5 G A L L O W MY R T U S C O M M U N I S 'C O M P A C T A ' DW A R F M Y R T L E AG A V E AT T E N U A T A FO X T A I L A G A V E AE O N I U M A R B O R E U M 'A T R O P U R P U R E U M ' PU R P L E A E O N I U M FA T S I A J A P O N I C A J A P A N E S E A R A L I A CA L L I S T E M O N 'L I T T L E J O H N ' DW A R F BO T T L E B R U S H AL O E V E R A T R U E A L O E RH A P H I O L E P I S 'B A L L E R I N A ' DW A R F I N D I A N HA W T H O R N LI M O N I U M PE R E Z I I SE A L A V E N D E R TO B E M A I N T A I N E D A S 1 8 " T A L L MA X I M U M C L I P P E D H E D G E HE U C H E R A 'P L U M P U D D I N G ' PL U M B P U D D I N G CO R A L B E L L S NA N D I N A DO M E S T I C A HE A V E N L Y B A M B O O LI M O N I U M PE R E Z I I SE A L A V E N D E R BO U G A I N V I L L E A 'S I N G A P O R E W H I T E ' SI N G A P O R E W H I T E BO U G A I N V I L L E A EC H E V E R I A 'A F T E R G L O W ' AF T E R G L O W EC H E V E R I A TO B E M A I N T A I N E D A S 3 0 " W I D E / 2 3 " T A L L MA X I M U M C L I P P E D H E D G E A L O N G M A N C H E S T E R A V E N U E ST R E L I T Z I A RE G I N A E BI R D O F P A R A D I S E SE N E C I O SE R P E N S BL U E C H A L K S T I C K S ST R E L I T Z I A NI C O L A I GI A N T B I R D O F PA R A D I S E BO T A N I C A L N A M E C O M M O N N A M E * PH O R M I U M TE N A X FL A X SH R U B S A N D G R O U N D C O V E R In d i c a t e s t h a t p l a n t i s o n c i t y m a t r i x * AN N U A L C O L O R A N N U A L C O L O R IN I T I A L P L A N T I N G O F K A L A N C H O E B L O S S F E L D I A N A M A G E N T A & O R A N G E 5 0 /5 0 M I X + In d i c a t e s t h a t p l a n t i s u s e d w i t h i n s e t b a c k r e a l m +++ +++ RH A P H I O L E P I S UM B E L L A T A ' M I N O R ' DW A R F Y E D D O HA W T H O R N * + *+ * AS P I D I S T R A EL A T I O R CA S T I R O N P L A N T PH I L O D E N D R O N 'X A N A D U ' DW A R F PH I L O D E N D R O N CL I V I A ' M O N Y A ' F L A M E B U S H L I L Y EU P H O R B I A 'P O R T U G U E S E V E L V E T ' PO R T U G U E S E V E L V E T EU P H O R B I A CO T Y L E D O N OR B I C U L A T A PI G S E A R SE D U M 'B L A C K B E A U T Y ' BL A C K B E A U T Y ST O N E C R O P TR A D E S C A N T I A SP A T H A C E A BO A T L I L Y AS T E L I A ' S I L V E R SH A D O W ' SI L V E R S H A D O W AS T E L I A EU P H O R B I A MY R S I N I T E S MY R T L E SP U R G E EC H E V E R I A 'D A V I D H A R R I S ' DA V I D H A R R I S EC H E V E R I A AR B U T U S U N E D O S T R A W B E R R Y T R E E TH E V E T I A TH E V E T I O I D E S GI A N T T H E V E T I A * + * ++ * + ** + * ++ * DR A C A E N A D R A C O D R A G O N T R E E DR A C A E N A MA R G I N A T A DR A C A E N A * IN C O N T A I N E R S 16 5 G A L L O W HA R D E N B E R G I A CO M P T O N I A N A LI L A C V I N E SH R U B F O R M 1 G A L BO U G A I N V I L L E A 'R A S P B E R R Y I C E ' RA S P B E R R Y I C E BO U G A I N V I L L E A NEWLY PLANTED AT ADJACENT PROPERTY ON MANCHESTER ESTABLISHED STREET PLANTING ALONG MANCHESTERRHAPHIOLEPISMETROSIDEROSWASHINGTONIAPHORMIUMWASHINGTONIAMETROSIDEROSPHORMIUMRHAPHIOLEPISThe newly proposed planting area is shared with the adjacent pr operty which was newly approved by the city of Anaheim and planted in 2016. The new landscape concept conti nues the planting theme of the adjacent property to maintain consistency and unity within the streetsca pe. The minimum amount of matrix plants is the result of matching the adjacent planting. See sample images on this sheet of the existing conditions.Every effort to use matrix plants and still maintain streetscap e uniformity was used.PHORMIUM TENAX LIMONIUM PEREZII ARBUTUS UNEDOSHRUB/GROUND COVER -WEST SETBACKS PLANTS USED NOT ON MATRIX:MATRIX USE AREA 681 SF LANDSCAPE AREA 570 SF MATRIX PLANTS USED (84%)PLANTS USED ON MATRIX:RHAPHIOLEPIS UMBELLATA 'MINOR'HARDENBERGIA COMPTONIANA HEUCHERA 'PLUM PUDDING'SENECIO SERPENSBOUGAINVILLEACALLISTEMON 'LITTLE JOHN'PHORMIUM TENAX LIMONIUM PEREZII MYRTUS COMMUNIS 'COMPACTA'STRELITZIA NICOLAI STRELITZIA REGINAE ANNUAL COLORSHRUB/GROUND COVER- PUBLIC REALM, MANCHESTER PLANTS USED:PHORMIUM TENAX RHAPHIOLEPIS 'BALLERINA'PLANTS FROM MATRIX= 0% (PHORMIUM IS ON MATRIX TO BE BEHIND SIDEWALKS)This new landscape concept continues the planting theme of the adjacent property to maintain consistency and unity within the streetscape. The minimum amoun t of matrix plants is the result of matching the adjacent planting. See sample images on this sh eet of the existing conditions.Every effort to use matrix plants and still maintain streetscap e uniformity was used.SHRUB/GROUND COVER- SETBACK REALM, MANCHESTER PLANTS USED ON MATRIX:PLANTS USED NOT ON MATRIX:MATRIX USE AREA 2241 SF LANDSCAPE AREA 1805 SF MATRIX PLANTS USED (80.5%) AL O E V E R A CA L L I S T E M O N ' L I T T L E J O H N ' PH O R M I U M T E N A X LI M O N I U M P E R E Z I I TH E V E T I A T H E V E T I O I D E S AR B U T U S U N E D O HE U C H E R A ' P L U M P U D D I N G ' SE N E C I O S E R P E N S SH R U B / G R O U N D C O V E R - SO U T H S E T B A C K S PL A N T S U S E D N O T O N M A T R I X : MA T R I X U S E A R E A 29 4 4 S F L A N D S C A P E A R E A 24 3 1 S F M A T R I X P L A N T S U S E D ( 8 2 . 5 % ) PL A N T S U S E D O N M A T R I X : BO U G A I N V I L L E A ' R A S P B E R R Y I C E ' or project construction made from any document bearing this not e.The landscape architect is not responsible for contract bidsNOT ACCEPTABLE FOR BIDDING OR CONSTRUCTION.client-requested revisions, and in house review, and are theref ore,These documents are subject to change due to public agency comm ent,PROGRESS DRAWING Source: BRR Architecture, April 2018 (5/2/2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_Rendering s_Night.pdf D : \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ G R A P H I C S \ e x _ R e n d e r i n g s _ N i g h t _ 2 0 1 8 0 5 0 2 . a i 01 NI G H T R E N D E R I N G Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s P r o j e c t Ni g h t t i m e R e n d e r i n g Exhibit 10 Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 3-2 Project Description parking and access agreement, which would continue to be applicable after the construction of the proposed hotel. Both hotels would utilize valet service, such that only valet attendants would be permitted to park vehicles within the parking structure. No guests would be permitted to self- park within the structure; this would be regulated by a gate arm at the entrance to the structure. As shown on Exhibit 5a, Building Plans - Garage Floor, the parking structure includes rows of tandem parking, which is typical for a valet operation. 3.1.3 UTILITIES The Proposed Project would be served by an on-site water system and sanitary sewer system and would connect to existing water and sewer lines. Proposed sewer lines would connect to the existing 12-inch vitrified clay pipe (VCP) sewer line in Manchester Avenue. Additionally, the Proposed Project would connect to off-site electrical and gas lines. The on-site electrical and natural gas distribution system would be sized to serve the proposed development. 3.2 CONSTRUCTION ACTIVITES AND PROJECT PHASING Demolition activities with the Proposed Project are planned to begin in September 2018 with Project completion in March 2020. Demolition of the existing Quality Inn & Suites and associated paved parking area is expected to occur over a two-week period beginning shortly after Project approval. The Proposed Project would be constructed in one phase. A total of 8,000 cubic yards (cy) of soils to be exported from the Project Site. Construction staging and parking would occur on-site. Construction access would be available from an existing driveway on Manchester Avenue, on the southern end of the Project Site. 3.3 DISCRETIONARY ACTIONS 3.3.1 PROJECT COMPONENTS The following discretionary actions would be required: • General Plan Amendment (GPA2017-00517) to amend Table LU-4: General Plan Density Provisions for Specific Areas of the City, Note No. 2 to create a new density category, “Medium Density (Modified)” for the Project Site, including an increase in the allowable density of the site from 75 rooms/acre to up to 345 rooms. • Specific Plan Amendment No. 15 to the Anaheim Resort Specific Plan (ARSP) (SPN92- 2X) to amend Exhibit 3.3-2 Commercial Recreation (C-R) Development Density Plan to create a new density category, “Medium Density (Modified)” for the Project Site, including an increase in the allowable density of the site from 75 rooms/acre to up to 345 rooms. • Minor Conditional Use Permit (CUP2017-05949) to allow valet parking. • Variance (VAR2017-05097) to allow for a narrower landscaped street setback than required by the Code and to allow two wall signs that are visible from the same vantage point. • Final Site Plan (FSP2017-00003) to confirm that the Proposed Project complies with the ARSP. • Administrative Adjustment (ADJ2017-00413) for a reduction in the number of parking spaces required by the Code. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 4-1 Environmental Checklist SECTION 4.0 ENVIRONMENTAL CHECKLIST CITY OF ANAHEIM ENVIRONMENTAL CHECKLIST FORM Form Revision Date: 1/20/2010 CASE NOs.: Development Case No. 2016-00114 General Plan Amendment No. 2017-00517 Specific Plan Amendment No. 2017-00070 Conditional Use Permit No. 2017-05949 Variance No. 2017-05097 Final Site Plan No. 2017-00003 Administrative Adjustment No. 2017-00413 SITE ADDRESS: 1441 S. Manchester Avenue ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED: The environmental factors checked below would be potentially affected by this project, involving at least one impact that is a "Potentially Significant Impact" as indicated by the checklist on the following pages.  Aesthetic/Visual  Agricultural & Forestry  Air Quality  Biological Resources  Cultural Resources  Geology/Soils  Greenhouse Gas Emissions  Hazards & Hazardous Materials  Hydrology/Water Quality  Land Use/Planning  Mineral Resources  Noise  Paleontological Resources  Population/Housing  Public Services  Recreation  Transportation/Traffic  Tribal Cultural Resources  Utilities/Service Systems  Mandatory Findings of Significance DETERMINATION: (To be completed by the City) On the basis of this initial evaluation:  I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared.  I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the project have been made by or agreed to by the project proponent. A MITIGATED NEGATIVE DECLARATION will be prepared.  I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required.  I find that the proposed project MAY have a “potentially significant impact” or “potentially significant unless mitigated” impact on the environment, but at least one effect 1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets. An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed.  I find that although the proposed project could have a significant effect on the environment, because all potentially significant effects (a) have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standards, and (b) have been avoided or mitigated pursuant to that Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 4-2 Environmental Checklist earlier EIR or NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the proposed project, nothing further is required. May 15, 2018 Signature of City of Anaheim Representative Date Elaine Thienprasiddhi, Senior Planner 714-765-4568 Printed Name/Title Phone No. EVALUATION OF ENVIRONMENTAL IMPACTS: 1) All answers must take account of the whole action involved, including offsite as well as onsite, cumulative as well as project-level, indirect as well as direct, and construction as well as operational impacts. 2) A list of “Supporting Information Sources” must be attached and other sources used or individuals contacted should be cited in the Narrative Summary for each section. 3) Response Column Heading Definitions: a) Potentially Significant Impact is appropriate if there is substantial evidence that an effect may be significant. If there are one or more “Potentially Significant Impact” entries when the determination is made, an EIR is required. b) Potentially Significant Unless Mitigation Incorporated applies where the incorporation of mitigation measures has reduced an effect from “Potentially Significant Impact” to a “Less Than Significant Impact”. The mitigation measures must be described, along with a brief explanation of how they reduce the effect to a less than significant level. c) Less Than Significant Impact applies where the project creates no significant impacts, only Less Than Significant impacts. d) No Impact applies where a project does not create an impact in that category. A “No Impact” answer is adequately supported if the referenced information sources show that the impact simply does not apply to projects like the one proposed (e.g., the project falls outside of a fault rupture zone). A “No Impact” answer should be explained where it is based on project-specific factors as well as general standards (e.g., the project will not expose sensitive receptors to pollutants, based on a project-specific screening analysis). 4) Earlier analyses may be used where, pursuant to a tiering, program EIR, Master EIR, or other CEQA process, an effect has been adequately analyzed in an earlier EIR or negative declaration (Section 15062(c)(3)(D)).In this case, a brief discussion should identify the following: a) Earlier Analysis Used. Identify and state where they are available for review. b) Impacts Adequately Addressed. Identify which effects from the checklist were within the scope of and adequately analyzed in an earlier document pursuant to applicable legal standards, and state whether such effects were addressed by mitigation measures based on the earlier analysis. c) Mitigation Measures. For effects that are “Less than Significant with Mitigation Measures Incorporated”, describe the mitigation measures which were incorporated or refined from the earlier document and the extent to which they address site-specific conditions for the project. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 4-3 Environmental Checklist Incorporate into the checklist any references to information sources for potential impacts (e.g., the General Plan, zoning ordinance). Reference to a previously prepared or outside document should, where appropriate, include a reference to the page or pages where the statement is substantiated. The explanation of each issue should identify: a) the significance criteria or threshold, if any, used to evaluate each question; and b) the mitigation measure identified, if any, to reduce the impact to less than significant. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 4-4 Environmental Checklist Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact No Impact I. AESTHETICS -- Would the project: a) Have a substantial adverse effect on a scenic vista?     b) Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a State scenic highway or local scenic expressway, scenic highway, or eligible scenic highway?     c) Substantially degrade the existing visual character or quality of the site and its surroundings?     d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area?     II. AGRICULTURE & FOREST RESOURCES -- In determining whether impacts to agricultural resources are significant environmental effects, lead agencies may refer to the California Agricultural Land Evaluation and Site Assessment Model (1997) prepared by the California Department of Conservation as an optional model to use in assessing impacts on agriculture and farmland. In determining whether impacts to forest resources, including timberland, are significant environmental effects, lead agencies may refer to information compiled by the California Department of Forestry and Fire Protection regarding the state’s inventory of forest land, including the Forest and Range Assessment Project and the Forest Legacy Assessment project; and forest carbon measurement methodology provided in Forest Protocols adopted by the California Air Resources Board. Would the project: a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use?     b) Conflict with existing zoning for agricultural use, or a Williamson Act contract?     c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code section 12220(g)), timberland (as defined by Public Resources Code section 4526), or timberland zoned Timberland Production (as defined by Government Code section 51104(g))?     d) Result in the loss of forest land or conversion of forest land to non- forest use?     e) Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland, to non- agricultural use or conversion of forest land to non-forest use?     III. AIR QUALITY -- Where available, the significance criteria established by the applicable air quality management or air pollution control district may be relied upon to make the following determinations. Would the project: a) Conflict with or obstruct implementation of the applicable air quality plan?     b) Violate any air quality standard or contribute substantially to an existing or projected air quality violation?     c) Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under an applicable Federal or State ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)?     Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 4-5 Environmental Checklist Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact No Impact d) Expose sensitive receptors to substantial pollutant concentrations?     e) Create objectionable odors affecting a substantial number of people?     IV. BIOLOGICAL RESOURCES -- Would the project: a) Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or U.S. Fish and Wildlife Service?     b) Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Game or US Fish and Wildlife Service?     c) Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means?     d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites?     e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance?     f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or State habitat conservation plan?     V. CULTURAL RESOURCES -- Would the project: a) Cause a substantial adverse change in the significance of a historical resource as defined in §15064.5 of the CEQA Guidelines and/or identified on the Qualified Historic Structures list of the Anaheim Colony Historic District Preservation Plan (April 15, 2010)?     b) Cause a substantial adverse change in the significance of an archaeological resource pursuant to §15064.5 of the CEQA Guidelines?     c) Disturb any human remains, including those interred outside of formal cemeteries?     VI. GEOLOGY AND SOILS -- Would the project: a) Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: i) Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42.     ii) Strong seismic ground shaking?     Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 4-6 Environmental Checklist Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact No Impact iii) Seismic-related ground failure, including liquefaction?     iv) Landslides?     b) Result in substantial soil erosion or the loss of topsoil?     c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse?     d) Be located on expansive soil, as defined in Section 1803.5.3 of the California Building Code (2010), creating substantial risks to life or property?     e) Have soils incapable of adequately supporting the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater?     VII. GREENHOUSE GAS EMISSIONS – Would the project: a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment?     b) Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases?     VIII. HAZARDS AND HAZARDOUS MATERIALS -- Would the project: a) Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials?     b) Create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment?     c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school?     d) Be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment?     e) For a project located within an airport land use plan (Los Alamitos Armed Forces Reserve Center or Fullerton Municipal Airport), would the project result in a safety hazard for people residing or working in the project area?     f) For a project within the vicinity of a private airstrip, heliport or helistop, would the project result in a safety hazard for people residing or working in the project area?     g) Impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan?     h) Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands?     Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 4-7 Environmental Checklist Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact No Impact i) Would the project include a new or retrofitted stormwater treatment control Best Management Practice (BMP), (e.g., water quality treatment basin, constructed treatment wetlands, etc.), the operation of which could result in significant environmental effects (e.g., increased vectors and noxious odors)?     IX. HYDROLOGY AND WATER QUALITY -- Would the project: a) Violate any water quality standards or waste discharge requirements?     b) Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g., the production rate of pre-existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)?     c) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, in a manner which would result in substantial erosion or siltation on- or off- site?     d) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount of surface runoff in a manner which would result in flooding on- or off-site?     e) Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff?     f) Otherwise substantially degrade water quality?     g) Place housing within a 100-year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map?     h) Place within a 100-year flood hazard area structures which would impede or redirect flood flows?     i) Expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the failure of a levee or dam?     j) Inundation by seiche or mudflow?     k) Substantially degrade water quality by contributing pollutants from areas of material storage, vehicle or equipment fueling, vehicle or equipment maintenance (including washing), waste handling, hazardous materials handling, or storage, delivery areas, loading docks or other outdoor work areas?     l) Substantially degrade water quality by discharge which affects the beneficial uses (i.e., swimming, fishing, etc.) of the receiving or downstream waters?     m) Potentially impact stormwater runoff from construction activities?     Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 4-8 Environmental Checklist Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact No Impact n) Potentially impact stormwater runoff from post-construction activities?     o) Create the potential for significant changes in the flow velocity or volume of stormwater runoff to cause environmental harm?     p) Create significant increases in erosion of the project site or surrounding areas?     X. LAND USE AND PLANNING -- Would the project: a) Physically divide an established community?     b) Conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the general plan, specific plan or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect?     c) Conflict with any applicable habitat conservation plan or natural community conservation plan?     XI. MINERAL RESOURCES -- Would the project: a) Result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the state?     b) Result in the loss of availability of a locally-important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan?     XII. NOISE -- Would the project result in: a) Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies?     b) Exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels?     c) A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project?     d) A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project?     e) For a project located within an airport land use plan (Los Alamitos Armed Forces Reserve Center or Fullerton Municipal Airport), would the project expose people residing or working in the project area to excessive noise levels?     f) For a project within the vicinity of a private airstrip, heliport or helistop, would the project expose people residing or working in the project area to excessive noise levels?     XIII. PALEONTOLOGICAL RESOURCES -- Would the project: a) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature?     Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 4-9 Environmental Checklist Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact No Impact XIV. POPULATION AND HOUSING -- Would the project: a) Induce substantial population growth in an area, either directly (for example, by proposing new homes and businesses) or indirectly (for example, through extension of roads or other infrastructure)?     b) Displace substantial numbers of existing housing, necessitating the construction of replacement housing elsewhere?     c) Displace substantial numbers of people, necessitating the construction of replacement housing elsewhere?     XV. PUBLIC SERVICES -- Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: Fire protection?     Police protection?     Schools?     Parks?     Other public facilities?     XVI. RECREATION -- Would the project: a) Increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated?     b) Include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment?     XVII. TRANSPORTATION/TRAFFIC -- Would the project: a) Conflict with an applicable plan, ordinance or policy establishing measures of effectiveness for the performance of the circulation system, taking into account all modes of transportation including mass transit and non-motorized travel and relevant components of the circulation system, including but not limited to intersections, streets, highways and freeways, pedestrian and bicycle paths, and mass transit?     b) Conflict with an applicable congestion management program, including, but not limited to level of service standards and travel demand measures, or other standards established by the county congestion management agency for designated roads or highways?     c) Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location that results in substantial safety risks?     d) Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses?     e) Result in inadequate emergency access?     Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 4-10 Environmental Checklist Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact No Impact f) Conflict with adopted policies, plans, or programs regarding public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance or safety of such facilities?     XVIII. TRIBAL CULTURAL RESOURCES -- Would the project: a) Cause a substantial adverse change in the significance of a Tribal Cultural Resource as defined in §21074?     XIX. UTILITIES AND SERVICE SYSTEMS -- Would the project: a) Exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board?     b) Require or result in the construction of new water or wastewater treatment facilities (including sewer (waste water) collection facilities) or expansion of existing facilities, the construction of which could cause significant environmental effects?     c) Require or result in the construction of new storm water drainage facilities or expansion of existing facilities, the construction of which could cause significant environmental effects?     d) Have sufficient water supplies available to serve the project (including large-scale developments as defined by Public Resources Code Section 21151.9 and described in Question No. 20 of the Environmental Information Form) from existing entitlements and resources, or are new or expanded entitlements needed?     e) Result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project's projected demand in addition to the provider's existing commitments?     f) Be served by a landfill with sufficient permitted capacity to accommodate the project's solid waste disposal needs?     g) Comply with Federal, State, and local statutes and regulations related to solid waste?     h) Result in a need for new systems or supplies, or substantial alterations related to electricity?     I) Result in a need for new systems or supplies, or substantial alterations related to natural gas?     j) Result in a need for new systems or supplies, or substantial alterations related to telephone service?     k) Result in a need for new systems or supplies, or substantial alterations related to television service/reception?     Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 4-11 Environmental Checklist Environmental Issues Potentially Significant Impact Less Than Significant with Mitigation Less Than Significant Impact No Impact XX. MANDATORY FINDINGS OF SIGNIFICANCE -- a) Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory?     b) Does the project have impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects)?     c) Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly?     Fish and Wildlife Determination Per Section 21089(b) of the Public Resources Code, all project applicants and public agencies subject to CEQA shall pay a Fish and Wildlife filing fee for each proposed project that would adversely affect wildlife resources.* Based on the responses contained in this Environmental Checklist, there is no evidence that the project has a potential for a change that would adversely affect wildlife resources or the habitat upon which the wildlife depends. Has the presumption of adverse effect set forth in 14 CCR 753.5(d) been rebutted by substantial evidence? Yes (Certificate of Fee Exemption and County Administrative fee required) X No (Pay fee) *Note: California Fish and Wildlife Code Section 711.4(c)(2)(A) states that projects that are Categorically Exempt from CEQA are also exempt from filing fee. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 4-12 Environmental Checklist This page intentionally left blank Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-1 Environmental Evaluation SECTION 5.0 ENVIRONMENTAL EVALUATION I. AESTHETICS Question A: Would the project have a substantial adverse effect on a scenic vista? Question B: Would the project substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a State scenic highway or local scenic expressway, scenic highway, or eligible scenic highway? No Impact. The Project Site is located within an area that is highly urbanized and developed with Commercial-Recreation uses consistent with the Anaheim Resort Specific Plan. There are no large areas of open space or noted visual resources in proximity to the Project Site. According to the California Department of Transportation (Caltrans) and the City of Anaheim General Plan, none of the roadways in the vicinity of the Project Site are designated as scenic roadways, nor is the site located within the City’s Scenic Corridor Overlay Zone (Caltrans 2017; Anaheim 2004a). The Project Site has relatively flat topography, and there are no natural landscape features, visual resources, or vistas located on site or in the vicinity of the Proposed Project, nor are any visible from the Project Site. Therefore, although project implementation would represent a change to the visual appearance of the site with development of a hotel that is taller than the existing hotel, development of the Proposed Project would not impact a scenic vista or damage scenic resources within a State scenic highway or local scenic expressway, or eligible scenic highway. No impact would occur, and no mitigation is required. Question C: Would the project substantially degrade the existing visual character or quality of the site and its surroundings? Less Than Significant Impact. The aerial photograph presented on Exhibit 3a, Aerial Photograph (Pre-Lot Line Adjustment), shows the Project Site’s relationship to uses that surround the site. Due to the developed nature and relatively flat topography of the Project Site and the surrounding area, views of the Project Site are limited to immediately adjacent vantage points, which are further described below. Existing Views and Visual Character The Project Site contains two existing hotels: a five-story Holiday Inn Express, and a two- story Quality Inn & Suites. The Project Site is a triangular shaped parcel bound by a block wall along the west and south, and Manchester Avenue on the east. View 1 on Exhibit 11a, Site Photographs, depicts the view of the Project Site looking southwest from Manchester Avenue. This view is dominated by the existing Quality Inn & Suites hotel and surface parking area located north of the hotel. On-site vegetation is visible surrounding the hotel and along Manchester Avenue. View 2 on Exhibit 11a, Site Photographs, depicts the view of the northern part of the Project Site looking west from Manchester Avenue toward the surface parking area located between the Holiday Inn Express and the Quality Inn & Suites. Ornamental trees and shrubs are visible along Manchester Avenue and within the parking area. The northern portion of the Quality Inn & Suites and the southern portion of the Holiday Inn Express are also both visible in this view as well as the off-site Fairfield Inn Marriott in the background. (Rev: 5-02-2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_SitePhotos,pdf D: \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ M X D \ e x _ S i t e P h o t o s _ 1 _ 2 0 1 8 0 5 0 2 . m x d View 1 – View of project site looking southwest from S. Manchester Avenue. View 2 – View of northern part of project site looking west from S. Manchester Avenue. Exhibit 11a Aerial Source: ESRI, NAIP 2016 Site Photographs Hilton Garden Inn and Home2 Suites Project Proposed Hotel Site P r o j e ct S i t e SMa n c h e ster A v e View 1 View 2 05025Feet (Rev: 5-02-2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_SitePhotos,pdf D: \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ M X D \ e x _ S i t e P h o t o s _ 2 _ 2 0 1 8 0 5 0 2 . m x d View 3 – View of eastern part of project site looking south from S. Manchester Avenue. View 4 – View of southern part of project site looking west from S. Manchester Avenue. Exhibit 11b Aerial Source: ESRI, NAIP 2016 Site Photographs Hilton Garden Inn and Home2 Suites Project Proposed Hotel Site S M a n c h e s t e r A v e View 3 View 4 05025Feet (Rev: 5-02-2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_SitePhotos,pdf D: \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ M X D \ e x _ S i t e P h o t o s _ 3 _ 2 0 1 8 0 5 0 2 . m x d View 5 – View of eastern part of project site looking north from S. Manchester Avenue. View 6 – View western part of the project site looking north from southwest corner of project site. Exhibit 11c Aerial Source: ESRI, NAIP 2016 Site Photographs Hilton Garden Inn and Home2 Suites Project Proposed Hotel Site Pr o j e c t S i t e View 5 View 6 S M a n c h e s t e r A v e 075Feet Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-2 Environmental Evaluation View 3 on Exhibit 11b, Site Photographs, illustrates the view of the eastern portion of the Project Site, looking south on Manchester Avenue. The eastern edge of Quality Inn & Suites that fronts Manchester Avenue and on-site ornamental vegetation is visible, as well as the as the West Coast University building in the background. View 4 on Exhibit 11b, Site Photographs, shows the view of the southern part of the Project Site, looking west from Manchester Avenue. The surface parking lot located along the southern boundary of the Project Site is visible in this photograph, as well as the southern portion of the Quality Inn & Suites. Several mature, ornamental trees are visible just south of the Project Site. The off-site Fairfield Inn Marriott is visible in the background. View 5 on Exhibit 11c, Site Photographs, shows the view from the southern part of the Project Site, looking northwest, adjacent to Manchester Avenue. This view shows the interface of the existing Quality Inn & Suites with Manchester Avenue and the landscaping that separates the two. View 6 on Exhibit 11c, Site Photographs, shows the view from the southern part of the Project Site, looking northwest, adjacent to the western project boundary. The view shows the Hilton Garden Inn in the background, the existing Quality Inn & Suites on the right side of the photograph as well as the surface parking that is shared by both hotels. Visual Changes from the Proposed Project Implementation of the Proposed Project would represent a change to the existing visual character of the Project Site through demolition of the existing two-story Quality Inn & Suites hotel and construction of new 223-room, six-story hotel. During demolition and construction, there would be views of construction equipment; ongoing demolition and construction activities; short-term stockpiles of building materials and debris; and haul trucks to deliver building materials and remove debris. This visual change would be temporary in nature and typical of construction sites in an urban environment, therefore impacts would be less than significant. Buildout of the Proposed Project would alter the visual character of the Project Site by replacing the existing two-story hotel and surface parking areas with a six-story hotel. The top of the roof would not exceed a maximum height of 84 feet above grade, which is a substantial height increase from existing on-site uses. As a result, surrounding hotel and office uses would have views of the Proposed Project, as well as motorists and pedestrians traveling along Manchester Avenue and the I-5 Freeway. While the Proposed Project would alter the existing visual character of the Project Site and views from surrounding vantage points, this change is not considered a degradation of the Project Site or its surroundings. This change includes the introduction of a new hotel building, site improvements, and landscaping, which would be visually compatible with the existing hotels and landscaping in the surrounding area, therefore, impacts would be less than significant. Shade and Shadow The Shade Shadow analysis is shown in Exhibit 12, Shade and Shadow Diagrams. The Shade Shadow analysis included modeling the anticipated conditions at 8:00 AM, 10:00 AM, 12:00 PM (noon), 2:00 PM and 4:00 PM on June 21 (summer solstice) and December 21 (winter solstice), which represent the days of the year with the longest and shortest periods of daylight, respectively. The shade and shadow modeling illustrates both the existing shadows cast by the existing buildings located as well as the anticipated shadows that would be cast by the Proposed Project. Source: BRR Architecture, April 2018 01 SU M M E R S O L S T I C E - 8 : 0 0 A M 05 SU M M E R S O L S T I C E - 4 : 0 0 P M 09 WI N T E R S O L S T I C E - 2 : 0 0 P M 02 SU M M E R S O L S T I C E - 1 0 : 0 0 A M 06 WI N T E R S O L S T I C E - 8 : 0 0 A M 10 WI N T E R S O L S T I C E - 4 : 0 0 P M 03 SU M M E R S O L S T I C E - 1 2 : 0 0 P M 07 WI N T E R S O L S T I C E - 1 0 : 0 0 A M 04 SUMMER SOLSTICE - 2:00 PM 08 WINTER SOLSTICE - 12:00 PM HI E HI E HI E HI E HI E HI E HI E HI E HIE HIE DU A L B R A N D H I L T O N DU A L B R A N D H I L T O N DU A L B R A N D H I L T O N DU A L B R A N D H I L T O N DU A L B R A N D H I L T O N DU A L B R A N D H I L T O N DU A L B R A N D H I L T O N DU A L B R A N D H I L T O N DUAL BRAND HILTON DUAL BRAND HILTON SOU T H M A N C H E S T E R SOU T H M A N C H E S T E R SOU T H M A N C H E S T E R SOU T H M A N C H E S T E R SOU T H M A N C H E S T E R SOU T H M A N C H E S T E R SOU T H M A N C H E S T E R SOU T H M A N C H E S T E R SOUTH MANCHESTER SOUTH MANCHESTER (5/2/2018 CJS) R:\Projects\ANA\3ANA009106\Graphics\ex_ShadeShad ow.pdf D : \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ G R A P H I C S \ e x _ S h a d e S h a d o w _ 2 0 1 8 0 5 0 2 . a i Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s P r o j e c t Sh a d e a n d S h a d o w D i a g r a m s Exhibit 12 Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-3 Environmental Evaluation By analyzing the shade and shadow effects at several different times of day, the earth’s rotation around the sun is illustrated. For example, during early morning hours (sunrise), the sun is positioned low in the sky and casts longer shadows. As the day progresses, shadow lengths become shorter as the sun approaches its highest point in the sky around midday (noon). From this point in the day, the sun’s position in the sky becomes progressively lower and the corresponding shadows become longer until the sun disappears beyond the horizon at sunset. As a rule, the longest shadows are cast during the winter months and the shortest shadows are cast during the summer months, with the longest shadows cast during the morning and afternoon hours and the shortest shadows cast during the noon hour. As shown in Exhibit 12, Shade and Shadow Diagrams, the longest shadows during the summer solstice would extend onto the proposed hotel itself or onto Manchester Avenue. Although the longest shadows would occur during the winter solstice, the shadows produced would not affect any shadow sensitive uses, as nearby uses include the I-5 freeway, adjacent hotels and a nursing college. Therefore, the Proposed Project would not result in shade and shadow impacts nor would it degrade the existing visual character or quality of the Project Site and its surroundings. Impacts would be less than significant, and no mitigation is required. Question D: Would the project create a new source of substantial light or glare which would adversely affect day or nighttime views in the area? Less Than Significant Impact. The Project Site is located in an area that is subject to nighttime lighting from existing on-site and surrounding uses, including street lights along Manchester Avenue, lighting from passing vehicles along Manchester Avenue and the I-5 freeway, and lighting from commercial uses located north and south of the Project Site. The Proposed Project would include exterior light sources typical to a hotel development, and similar to the existing hotels located on the Project Site, including decorative exterior lights, light standards in the surface parking areas, and pedestrian lighting along walkways. Proposed light sources would be similar to lighting under existing conditions and would be consistent with the lighting levels at the existing hotels surrounding the Project Site. All light fixtures would be shielded to direct light down and to minimize light spillover on surrounding properties. Therefore, impacts associated with new lighting from the Proposed Project would be less than significant. Glare is caused by light reflections from pavement, vehicles, and building materials such as reflective glass and polished surfaces. During daylight hours, the amount of glare depends on intensity and direction of sunlight. Glare can create hazards to motorists and nuisances for pedestrians and other viewers. Potentially reflective surfaces in the vicinity of the Proposed Project include windows (including automobile and truck windows) at the Project Site and adjacent buildings, and on automobiles traveling and parked on streets in the vicinity of the Project Site. Based on the proposed building materials, the Proposed Project would incorporate non-reflective textured surfaces such as stucco and concrete and non-reflective glass, which would minimize the potential for glare. The vaulted roof would extend over the building to cover the large area of non-reflective glass to minimize potential glare. With the use of non-reflective glass, the Proposed Project would minimize the potential to create noticeable glare from sunlight or vehicle lights that would pose a hazard to motorists traveling in the vicinity of Proposed Project or that could affect surrounding uses. Therefore, no significant impacts would occur, and no mitigation is required. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-4 Environmental Evaluation Mitigation Program No mitigation is required; however, the following mitigation measures from MMP 85C would be applicable to the Project: MM 5.1.1 Prior to final site plan approval, the property owner/developer shall submit a shade and shadow analysis to the Planning and Building Department for review and approval demonstrating that the proposed structure(s) would avoid creating significant shade and shadow impacts on adjacent land uses to the maximum extent feasible. A significant shade and shadow impact would occur when outdoor active areas (e.g., outdoor eating areas, hotel/motel swimming pools, and residential front and back yards) or structures that include sensitive uses (e.g., residences) have windows that normally receive sunlight are covered by shadows for more than 50 percent of the sunlight hours. MM 5.1.2 Prior to issuance of building permits, all plumbing or other similar pipes and fixtures located on the exterior of the building shall be shown on plans as fully screened from view of adjacent public rights-of-way and from adjacent properties by architectural devices and/or appropriate building materials. A note indicating that these improvements will be installed prior to final building and zoning inspections shall be specifically shown on the plans submitted for building permits. MM 5.1-3 Ongoing, the property owner/developer shall be responsible for the removal of any on-site graffiti within 24 hours of its application. MM 5.1.4 Prior to Final Site Plan approval, the location and configuration of all lighting fixtures including ground-mounted lighting fixtures utilized to accent buildings, landscape elements, or to illuminate pedestrian areas shall be shown on all Final Site Plans. All proposed surface parking area lighting fixtures shall be down-lighted with a maximum height of 12 feet adjacent to any residential properties. All lighting fixtures shall be shielded to direct lighting toward the area to be illuminated and away from adjacent residential property lines. MM 5.1.5 Prior to final building and zoning inspections, private streets within the Anaheim Resort Specific Plan area shall have street lights installed which are compatible with the design standards used for the public streets as determined by the Public Utilities Department. MM 5.1.6 Prior to final building and zoning inspections, root and sidewalk barriers shall be provided for trees within seven feet of public sidewalks. MM 5.1.7 Prior to final building and zoning inspections, the property owner/developer shall submit to the Planning and Building Department a letter from a licensed landscape architect certifying that all landscaping and irrigation systems have been installed in accordance with landscaping plans approved in connection with the Final Site Plan. MM 5.1.8 Ongoing, all on-site non-Public Realm landscaping and irrigation systems, and Public Realm landscaping and irrigation systems, within area in which dedication has not been accepted by the City, shall be maintained by the property owner/developer, in compliance with City standards. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-5 Environmental Evaluation MM 5.1.9 Ongoing, any tree planted within the Setback Realm shall be replaced in a timely manner in the event that it is removed, damaged, diseased and/or dead. MM 5.1-10 Ongoing, a licensed arborist shall be hired by the property owner/developer to be responsible for all tree trimming. MM 5.1-11 Prior to issuance of each building permits, unless records indicate previous payment, a fee for street tree purposes shall be paid or cause to be paid to the City of Anaheim based on the length of street frontage in an amount as established by City Council resolution or credit against the fee given for City authorized improvements installed by the property owner/developer. MM 5.1-12 Prior to issuance of each building permit, all air conditioning facilities and other roof and ground-mounted equipment shall be shown on plans as shielded from public view and the sound buffered to comply with City of Anaheim noise ordinances from any adjacent residential or transient-occupied properties. A note indicating that these improvements shall be installed prior to final building and zoning inspections shall be specifically shown on the plans submitted for building permits. MM 5.1-13 Prior to Final Site Plan approval, plans shall show that the rear elevations of buildings visible from off-site areas shall be architecturally accented to portray a finished look. MM 5.1-14 Prior to Final Site Plan approval, plans shall show that no shuttle/bus/vehicular drop-off areas shall be permitted in hotel/motel or vacation resort front setback area. II. AGRICULTURE AND FOREST LAND RESOURCES Question A: Would the project convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use? Question B: Would the project conflict with existing zoning for agricultural use, or a Williamson Act contract? Question C: Would the project conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code section 12220(g)), timberland (as defined in Public Resources Code section 4526), or timberland zoned Timberland Production (as defined by Government Code section 51104(g))? Question D: Would the project result in the loss of forest land or conversion of forest land to non-forest use? Question E: Would the project involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland, to non-agricultural use or conversion of forest land to non-forest use? Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-6 Environmental Evaluation No Impact. Data from the State of California Department of Conservation, Farmland Mapping and Monitoring Program (2016) indicate that the Project Site does not contain any land designated as Prime Farmland, Farmland of Statewide Importance, Unique Farmland or Farmland of Local Importance, nor is it zoned for agricultural use. The Project Site is designated as “Urban and Built Up Land”. No other designated farmland exists in the vicinity of the Proposed Project, and the Project Site is not subject to any California Land Conservation Act (Williamson Act) contracts. No current agricultural operations exist in the vicinity of the Project Site. The Project Site is not considered to be farmland of significance or land in agricultural use. The Project Site is not defined as forest land according to Section 12220(g) of the California Public Resources Code, which defines forest land as “land that can support 10 percent native tree cover of any species, including hardwoods, under natural conditions, and that allows for management of one or more forest resources, including timber, aesthetics, fish and wildlife, biodiversity, water quality, recreation, and other public benefits”, nor is it zoned for Timberland Production as defined by Section 51104(g) of the California Government Code. Since the Project Site is in an urban area, Project-related changes would not result in conversion of farm or forest land to non-agricultural or non-forest uses. No impacts related to agricultural and forest land resources would occur, and no mitigation is required. Mitigation Program No mitigation is required. III. AIR QUALITY The following analysis is based on Appendix A, Hilton Garden Inn and Home2Suites Project Air Quality and Greenhouse Gas Emissions Modeling Data, prepared for the Proposed Project by Psomas (2018). Question A: Would the project conflict with or obstruct implementation of the applicable air quality plan? Less Than Significant Impact. CEQA requires a discussion of any inconsistencies between a Proposed Project and applicable General Plans (GPs) and regional plans (CEQA Guidelines Section 15125). The regional plan that applies to the Proposed Project includes the South Coast Air Quality Management District (SCAQMD) Air Quality Management Plan (AQMP). Therefore, this section discusses any potential inconsistencies of the Proposed Project with the AQMP. The SCAQMD CEQA Handbook states that “New or amended GP Elements (including land use zoning and density amendments), Specific Plans, and significant projects must be analyzed for consistency with the AQMP”. Strict consistency with all aspects of the plan is usually not required. A Proposed Project should be considered to be consistent with the AQMP if it furthers one or more policies and does not obstruct other policies. The SCAQMD CEQA Handbook identifies two key indicators of consistency: (1) Whether the project will result in an increase in the frequency or severity of existing air quality violations or cause or contribute to new violations, or delay timely attainment of air quality standards or the interim emission reductions specified in the AQMP. (2) Whether the project will exceed the assumptions in the AQMP or increments based on the year of project buildout and phase. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-7 Environmental Evaluation Both of these criteria are evaluated for the Proposed Project. With respect to the first criterion, based on the air quality modeling analysis conducted for the Proposed Project (see the discussion provided below under “Question AQ-2”), construction and operation of the Proposed Project would not exceed the SCAQMD CEQA thresholds of significance and consequently would not result in an increase in the frequency or severity of existing air quality violations nor cause or contribute to new violations, or delay timely attainment of air quality standards or the interim emissions reductions in the air quality management plan (AQMP). With respect to the second criterion, the Proposed Project was assessed as to whether it would exceed the assumptions in the AQMP. The SCAQMD’s current air quality planning document is the 2016 Air Quality Management Plan (2016 AQMP). The 2016 AQMP is a regional and multi-agency effort among the SCAQMD, CARB, the Southern California Association of Governments (SCAG), and the USEPA. The 2016 AQMP includes an analysis of emissions, meteorology, atmospheric chemistry, regional growth projections, and the impact of existing control measures. The purpose of the 2016 AQMP is to set forth a comprehensive program that would promote reductions in criteria pollutants, greenhouse gases, and toxic risk and efficiencies in energy use, transportation, and goods movement. The 2016 AQMP incorporates the latest scientific and technical information and planning assumptions, including the 2016-2040 Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS); updated emission inventory methods for various source categories; and SCAG’s latest growth forecasts (SCAQMD 2017a). The 2016 AQMP includes strategies and measures necessary to meet the National Ambient Air Quality Standards (NAAQS). The AQMP is based on projections of energy usage and vehicle trips from land uses within the South Coast Air Basin (SoCAB). The Project Site is designated by the General Plan for Commercial Recreation land use. The Project Site is located within the C-R District (Commercial Recreation), of the Anaheim Resort Specific Plan (ARSP). The zoning and development standards for the Anaheim Resort Specific Plan (ARSP) are codified in Chapter 18.116 of the Anaheim Municipal Code. Although the proposed use of the Project Site would implement the General Plan Commercial Recreation land use designation and is a use permitted by the ARSP, the Applicant is proposing an amendment to the General Plan and ARSP to allow for higher density of rooms—from the allowable 75 rooms per acre to up to 345 rooms. Therefore, the Proposed Project would not be consistent with the assumptions in the 2016 AQMP. However, the use of the Proposed Project would be consistent with its existing use and that of the adjacent hotel land uses. Therefore, the Proposed Project would not result in an inconsistency with the current land use designations with respect to the regional forecasts utilized by the AQMPs. In addition, the proposed hotel use primarily serves visitors travelling to the Disneyland theme park, located approximately half a mile away. Development of hotel uses proximate to Disneyland would minimize travel to and from this destination, which would reduce transportation related emissions and be consistent with the goals of the AQMP. As such, the Proposed Project is not anticipated to exceed the AQMP assumptions for the Project Site and is found to be consistent with the AQMP for the second criterion. Therefore, the Proposed Project would not result in an inconsistency with the SCAQMD AQMP. Less than significant impacts would occur, and no mitigation is required. Question B: Would the project violate any air quality standard or contribute substantially to an existing or projected air quality violation? The SCAQMD’s Air Quality Analysis Handbook (CEQA Handbook) provides significance thresholds for both construction and operation of projects within the SCAQMD’s jurisdictional boundaries (SCAQMD 2017b). The SCAQMD recommends that projects be evaluated in terms of the quantitative thresholds established to assess both the regional and localized impacts of Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-8 Environmental Evaluation project-related air pollutant emissions. The City of Anaheim uses the current SCAQMD thresholds to determine whether a Proposed Project would have a significant impact. These SCAQMD thresholds are identified in Table 2, South Coast Air Quality Management District Air Quality Significance Thresholds. TABLE 2 SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT AIR QUALITY SIGNIFICANCE THRESHOLDS Mass Daily Thresholds (lbs/day) Pollutant Construction Operation VOC 75 55 NOx 100 55 CO 550 550 PM10 150 150 PM2.5 55 55 SOx 150 150 Lead 3 3 lbs/day: pounds per day; VOC: volatile organic compound; NOx: nitrogen oxides; CO: carbon monoxide; PM10: respirable particulate matter 10 microns or less in diameter; PM2.5: fine particulate matter 2.5 microns or less in diameter; SOx: sulfur oxides. Source: SCAQMD 2015. Construction Emissions Less Than Significant. The Proposed Project as evaluated would include 223 hotel rooms in six stories and two below-grade parking levels; however, the analysis is based on the maximum allowable development of up to 345 hotel rooms. The construction emissions have been analyzed for both regional and local air quality impacts as well as potential toxic air contaminant impacts. Construction-Related Regional Impacts A project may have a significant impact where project-related emissions would exceed federal, State, or regional standards or thresholds, or where project-related emissions would substantially contribute to an existing or projected air quality violation. A project with daily emission rates below the SCAQMD’s established air quality significance thresholds (shown in Table 2) would have a less than significant effect on regional air quality. Project emissions were estimated using the California Emissions Estimator Model (CalEEMod) version 2016.3.2 computer program (CAPCOA 2016). CalEEMod is designed to model construction and operational emissions for land development projects and allows for the input of project- and County-specific information. The CalEEMod input for construction emissions was based on the Project’s construction assumptions and default assumptions derived from CalEEMod. Demolition of the on-site buildings and asphalt was estimated to generate demolition debris of approximately 3,575 tons to be exported from the Project Site. Grading and excavation of the site would require 8,000 cubic yards (cy) of soils to be exported from the Project Site. Regional Emissions Table 3, Estimated Maximum Daily Construction Emissions (Without Mitigation), presents the estimated maximum daily emissions during construction of the Proposed Project and compares Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-9 Environmental Evaluation the estimated emissions with the SCAQMD’s daily regional emission thresholds. As shown in Table 3, all criteria pollutants are below the SCAQMD threshold. TABLE 3 ESTIMATED MAXIMUM DAILY CONSTRUCTION EMISSIONS Year Emissions (lbs/day) VOC NOx CO SOx PM10 PM2.5 2018 4 54 29 <1 4 2 2019 73 14 11 <1 2 1 Maximum Emissions 73 54 29 <1 4 2 SCAQMD Thresholds (Table 1) 75 100 550 150 150 55 Exceeds SCAQMD Thresholds? Yes No No No No No lbs/day: pounds per day; VOC: volatile organic compound; NOx: nitrogen oxides; CO: carbon monoxide; SOx: sulfur oxides; PM10: respirable particulate matter 10 microns or less in diameter; PM2.5: fine particulate matter 2.5 microns or less in diameter; SCAQMD: South Coast Air Quality Management District. Source: SCAQMD 2015 (thresholds); see Appendix A, Hilton Garden Inn and Home2Suites Project Air Quality and Greenhouse Gas Emissions Modeling Data, for CalEEMod model outputs. Localized Significance Thresholds/Ambient Air Quality In addition to the mass daily emissions thresholds established by the SCAQMD, short-term local impacts to nearby sensitive receptors from on-site emissions of NO2, CO, PM10, and PM2.5 are examined based on SCAQMD localized significance threshold (LST) methodology. To assess local air quality impacts for development projects without complex dispersion modeling, the SCAQMD developed screening (lookup) tables to assist lead agencies in evaluating impacts. The LST method is recommended to be limited to projects that are five acres or less. For the purposes of a LST analysis, the SCAQMD considers receptors where it is possible that an individual could remain for 1 hour for NO2 and CO exposure and 24 hours for PM10 and PM2.5 exposure. The emissions limits in the lookup tables are based on the SCAQMD’s Ambient Air Quality Standards (SCAQMD 2016). The closest receptor to the Project Site is the Holiday Inn Express, at the Project Site. The emissions thresholds are for receptors within 25 meters (82 feet) of the Project Site; the thresholds for receptors farther away would be higher, and the Project emissions would be a smaller fraction of the thresholds. Table 4, Localized Significance Threshold Emissions, shows the maximum daily on-site emissions for construction activities compared with the SCAQMD LSTs with receptors within 25 meters for a Project Site area of 2.5 acres. The Proposed Project’s maximum daily on-site emissions would occur during the grading phase. As shown in Table 4, the local emissions from the Proposed Project would be below the thresholds, and no significant impacts would result. No mitigation is required. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-10 Environmental Evaluation TABLE 4 LOCALIZED SIGNIFICANCE THRESHOLD EMISSIONS Emissions and Thresholds Emissions (lbs/day) NOx CO PM10 PM2.5 Project maximum daily on-site emissions 38 24 3 2 Localized Significance Threshold 126 805 7 5 Exceed threshold? No No No No lbs/day: pounds per day; NOx: nitrogen oxides; CO: carbon monoxide; PM10: respirable particulate matter 10 microns or less in diameter; PM2.5: fine particulate matter 2.5 microns or less in diameter; Note: Data is for SCAQMD Source Receptor Area 17, Central Orange County. Source: SCAQMD 2009 (thresholds); see Appendix A, Hilton Garden Inn and Home2Suites Project Air Quality and Greenhouse Gas Emissions Modeling Data, for CalEEMod model outputs. Operational Emissions Less Than Significant Impact. The ongoing operation of the Proposed Project would result in a long-term increase in air quality emissions from what was analyzed in EIR 340 due to the increase in vehicle trips associated with the higher density hotel. Existing development on the Project Site includes a hotel with drive aisles and surface parking. The hotel is currently in use. As such, existing operations generate air pollutant emissions from a variety of sources such as the vehicle trips generated by the land use (mobile); natural gas used for heating and hot water; landscape and building maintenance equipment; and consumer products. Emissions from the existing use were estimated using CalEEMod, and are shown in Table 5, Existing Daily Operational Emissions. The CalEEMod model input was based on the vehicle trip generation rate provided in the traffic impact analysis and the building area. TABLE 5 EXISTING DAILY OPERATIONAL EMISSIONS Source Emissions (lbs/day)* VOC NOx CO SOx PM10 PM2.5 Area sources 1 <1 <1 <1 <1 <1 Energy sources <1 <1 <1 <1 <1 <1 Mobile sources 1 2 8 <1 2 1 Total Existing Operational Emissions* 2 2 8 <1 2 1 lbs/day: pounds per day; VOC: volatile organic compound; NOx: nitrogen oxides; CO: carbon monoxide; SOx: sulfur oxides; PM10: respirable particulate matter 10 microns or less in diameter; PM2.5: fine particulate matter 2.5 microns or less in diameter; SCAQMD: South Coast Air Quality Management District. 1) * Some totals do not add due to rounding. Source: SCAQMD 2015 (thresholds); see Appendix A, Hilton Garden Inn and Home2Suites Project Air Quality and Greenhouse Gas Emissions Modeling Data, for CalEEMod model outputs. The following section provides an analysis of potential long-term air quality impacts to regional and local air quality with the long-term operation of the Proposed Project. The net change in emissions is the emissions associated with the Project with deductions for emissions from existing conditions. The potential operations-related air emissions have been analyzed below for the regional and local criteria pollutant emissions and cumulative impacts. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-11 Environmental Evaluation Operations-Related Criteria Pollutant Analysis The worst-case summer or winter volatile organic compounds (VOC), NOx, CO, PM10, and PM2.5 daily emissions that would be created from the Proposed Project’s long-term operation have been calculated and are summarized below in Table 6, Peak Daily Operational Emissions. TABLE 6 PEAK DAILY OPERATIONAL EMISSIONS Source Emissions (lbs/day)* VOC NOx CO SOx PM10 PM2.5 Area sources 4 0 0 - 0 0 Energy sources 0 2 1 0 0 0 Mobile sources 1 3 13 0 4 1 Total Operational Emissions* 5 5 15 0 4 1 Less: Existing Emissions (Table 5) 2 2 8 <1 2 1 Net Increase in Emissions 4 3 6 <1 2 1 SCAQMD Significance Thresholds (Table 2) 55 55 550 150 150 55 Significant Impact? No No No No No No lbs/day: pounds per day; VOC: volatile organic compound; NOx: nitrogen oxides; CO: carbon monoxide; SOx: sulfur oxides; PM10: respirable particulate matter 10 microns or less in diameter; PM2.5: fine particulate matter 2.5 microns or less in diameter; SCAQMD: South Coast Air Quality Management District. * Some totals do not add due to rounding. Source: SCAQMD 2015 (thresholds); see Appendix A, Hilton Garden Inn and Home2Suites Project Air Quality and Greenhouse Gas Emissions Modeling Data, for CalEEMod model outputs. The data provided in Table 6 shows that none of the analyzed criteria pollutants would exceed the regional emissions thresholds. Therefore, a less than significant regional air quality impact would occur from operation of the Proposed Project. No mitigation is required. Operations-Related Local Air Quality Impacts Project-related air emissions may have the potential to exceed the State and federal air quality standards in the vicinity of the Proposed Project even though these pollutant emissions may not be significant enough to create a regional impact to the South Coast Air Basin (SoCAB). Local Carbon Monoxide Hotspot Impacts from Project-Generated Vehicular Trips CO is the pollutant of major concern along roadways because the most notable source of CO is motor vehicles. For this reason, CO concentrations are usually indicative of the local air quality generated by a roadway network and are used as an indicator of potential local air quality impacts. Local air quality impacts can be assessed by calculating potential CO levels without and with the Proposed Project and comparing them to the State and federal CO standards of 20 parts per million (ppm) over one hour, or nine ppm over eight hours. At the time of the 1993 Handbook, the SoCAB was designated nonattainment under the California Ambient Air Quality Standards (CAAQS) and National Ambient Air Quality Standards (NAAQS) for CO. With the turnover of older vehicles, introduction of cleaner fuels, and implementation of control technology on industrial facilities, CO concentrations in the SoCAB and in the California have steadily declined. In 2007, the SoCAB was designated in attainment for CO under both the CAAQS and NAAQS. The SCAQMD conducted a CO hot spot analysis for attainment at the Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-12 Environmental Evaluation busiest intersections in Los Angeles during the peak morning and afternoon periods and did not predict a violation of CO standards. Since the nearby intersections to the Proposed Project are much smaller with less traffic than what was analyzed by the SCAQMD, no local CO Hotspots would be created by the Proposed Project, and no CO Hotspot modeling was performed. Therefore, a less than significant long-term air quality impact would occur, and no mitigation is required. Local Air Quality Impacts from On-site Operations Project-related air emissions from on-site sources such as architectural coatings, landscaping equipment, and on-site usage of natural gas appliances may have the potential to generate emissions that exceed the State and federal air quality standards in the vicinity of the Proposed Project even though these pollutant emissions may not be significant enough to create a regional impact to the SoCAB. The local air quality emissions from on-site operations were analyzed using the SCAQMD’s Mass Rate LST Look-up Tables and the LST Methodology. Table 7, Local Operations Criteria Pollutant Emission Levels, shows the on-site emissions from the CalEEMod model, which includes area sources, energy usage, vehicles operating on site, and the calculated emissions thresholds. TABLE 7 LOCAL OPERATIONS CRITERIA POLLUTANT EMISSION LEVELS Pollutant Emissions (pounds/day) On-Site Emission Source NOx CO PM10 PM2.5 Area Sources <1 <1 <1 <1 Energy Sources 2 1 <1 <1 Mobile Sourcesa <1 1 <1 <1 Total Emissions 2 2 <1 <1 SCAQMD Thresholds for 25 meters (82 feet) or lessb 126 805 2 1 Exceeds Threshold? No No No No Notes: a Onsite vehicle emissions based on 5% of the gross vehicular emissions, which is the estimated portion of vehicle emissions occurring within a quarter mile of the Project Site. b According to LST methodology any receptor closer than 25 meters should be based on the 25-meter threshold. The data provided in Table 7 shows that the ongoing operations of the Proposed Project would not exceed the local NOx, CO, PM10 and PM2.5 thresholds of significance. Therefore, operation of the Proposed Project would create a less than significant impact to local air quality due to on- site emissions, and no mitigation would be required. Question C: Would the project result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under an applicable Federal or State ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)? Less Than Significant Impact. Orange County is a nonattainment area for O3, PM10, and PM2.5. The Proposed Project would generate PM10, PM2.5, NO2, and O3 precursors (NOx and VOC) during short-term construction and long-term operations. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-13 Environmental Evaluation Construction Activities Construction activities associated with the Proposed Project would result in less than significant construction-related regional and localized air quality impacts, as quantified above in Table 3, Estimated Maximum Daily Construction Emissions, and Table 4, Localized Significance Threshold Emissions, respectively. Short-term cumulative impacts related to air quality could occur if construction of the Proposed Project and other projects in the surrounding area were to occur simultaneously. In particular, with respect to local impacts, the consideration of cumulative construction particulate (PM10 and PM2.5) impacts is limited to cases when projects constructed simultaneously are within a few hundred yards of each other because of (1) the combination of the short range (distance) of particulate dispersion (especially when compared to gaseous pollutants) and (2) the SCAQMD’s required dust-control measures, which further limit particulate dispersion from a Project Site. The SCAQMD does not consider the emissions from an individual project that is less than the SCAQMD significance thresholds to be cumulatively considerable. Because the Proposed Project’s construction emissions are below the SCAQMD’s regional and local significance thresholds, local construction emissions would not be cumulatively considerable, and the impact would be less than significant. No mitigation would be required. Operational Activities As shown in Table 6, Peak Daily Operational Emissions, operational emissions of VOC, NOx, CO, PM10, and PM2.5 would be below the SCAQMD CEQA significance thresholds. Therefore, the Proposed Project’s operations phase activities would not contribute to a cumulatively considerable net increase of a pollutant for which the SoCAB is in nonattainment. Emissions of nonattainment pollutants or their precursors would not be cumulatively considerable and would be less than significant; no mitigation would be required. Question D: Would the project expose sensitive receptors to substantial pollutant concentrations? Less Than Significant Impact. A significant impact may occur when a project would generate pollutant concentrations to a degree that would significantly affect sensitive receptors, which include populations that are more susceptible to the effects of air pollution than the population at large. Exposure of sensitive receptors is addressed for the following situations: CO hotspots; criteria pollutants and toxic air contaminants (TACs, specifically diesel particulate matter [DPM]) from on-site construction; exposure to off-site TAC emissions; and asbestos and lead-based paint during demolition. Operational, long-term TACs may be generated by some industrial land uses; commercial land uses (e.g., gas stations and dry cleaners); and diesel trucks on freeways. Hotel uses do not generate substantial quantities of TACs and are therefore not addressed in this report. Carbon Monoxide Hotspot In an urban setting, vehicle exhaust is the primary source of CO. Consequently, the highest CO concentrations generally are found close to congested intersections. Under typical meteorological conditions, CO concentrations tend to decrease as the distance from the emissions source (e.g., congested intersection) increases. Therefore, for purposes of providing a conservative worst-case impact analysis, CO concentrations typically are analyzed at congested intersection locations. If impacts are less than significant close to congested intersections, impacts also would be less than significant at more distant sensitive-receptor and other locations. An initial screening procedure is provided in the Transportation Project-Level Carbon Monoxide Protocol (CO Protocol) to determine whether a project poses the potential to generate a CO hotspot (UCD ITS Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-14 Environmental Evaluation 1997). The key criterion is whether the Proposed Project would worsen traffic congestion at signalized intersections operating at level of service (LOS) E or F. If a project poses a potential for a CO hotspot, a quantitative screening is required. Appendix H1, 1441 S. Manchester Avenue Hotel Traffic Study, prepared for the Proposed Project indicates that no signalized intersections would contribute traffic to an intersection operating at LOS E or F. The impact would be less than significant. Criteria Pollutants from On-Site Construction Exposure of persons to NOx, CO, PM10, and PM2.5 emissions is discussed in response to Threshold III(b) above. There would be no significant impacts, and no mitigation is required. Toxic Air Contaminant Emissions from On-Site Construction Construction activities would result in short-term, project-generated emissions of DPM from the exhaust of off-road, heavy-duty diesel equipment used for site preparation (e.g., demolition, excavation, and grading); paving; building construction; and other miscellaneous activities. CARB identified DPM as a TAC in 1998. The dose to which receptors are exposed is the primary factor used to determine health risk. Dose is a function of the concentration of a substance or substances in the environment and the duration of exposure to the substance. Thus, the risks estimated for a maximally exposed individual (MEI) are higher if a fixed exposure occurs over a longer time period. According to the Office of Environmental Health Hazard Assessment, health risk assessments—which determine the exposure of sensitive receptors to TAC emissions— should be based on a 40-year exposure period; however, such assessments should be limited to the period/duration of activities associated with the Proposed Project. There would be relatively few pieces of off-road, heavy-duty diesel equipment in operation, and the total construction period would be relatively short when compared to a 40-year exposure period. Combined with the highly dispersive properties of DPM and additional reductions in particulate emissions from newer construction equipment, as required by USEPA and CARB regulations, construction emissions of TACs would not expose sensitive receptors to substantial emissions of TACs. The impact would be less than significant and no mitigation is required. Exposure to Off-Site Toxic Air Contaminant Emissions The CARB Air Quality and Land Use Handbook: A Community Health Perspective provides guidance concerning land use compatibility with TAC sources (CARB 2005). While not a law or adopted policy, the handbook offers advisory recommendations for siting sensitive receptors near uses associated with TACs (such as freeways and high-traffic roads, commercial distribution centers, rail yards, ports, refineries, dry cleaners, gasoline stations, and industrial facilities) to help keep children and other sensitive populations out of harm’s way. Projects of concern for mobile sources of TACs are typically those located within 500 feet of the following types of facilities that emit significant quantities of DPM: urban roads with more than 100,000 vehicles per day; freeways or roads with a high heavy truck concentration; and/or near rail yards, ports, and/or distribution centers. The Project Site is within 500 feet from the I-5 freeway. The CARB identifies sensitive land uses as schools, schoolyards, parks and playgrounds, daycare centers, nursing homes, hospitals and residential communities. Hotels would provide lodging for sensitive receptors (elderly and children) but are considered transient uses due to the infrequency for which the same receptors would be exposed to pollutants as well as the relatively short amount of time of day that these receptors would be exposed. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-15 Environmental Evaluation With respect to proximity to emissions from railroad sources, CARB recommends avoiding siting new sensitive land uses within 1,000 feet of a major service and maintenance rail yard (CARB 2005); the Project Site is not located within 1,000 feet of this type of facility. CARB recommends avoiding siting residences within 300 feet of a large gas station or within 500 feet of dry cleaning operations with 2 machines using perchloroethylene. There are no gas stations within 300 feet or dry cleaners within 500 feet of the Project Site. The Proposed Project also does not involve emission sources with the potential for substantial levels of emissions of TACs. As such, no off- site sensitive uses would be exposed to significant levels TACs. Question E: Would the project create objectionable odors affecting a substantial number of people? No Impact. Potential operational odors could be created by cooking activities associated and refuse disposal with hotel uses. Cooking odors are not considered by the SCAQMD to cause a public nuisance. Refuse disposal under frequent refuse disposal practices are not considered to constitute a public nuisance and would comply with SCAQMD Rule 402 Nuisances. Furthermore, according to the SCAQMD’s CEQA Air Quality Handbook, land uses associated with odor complaints typically include agricultural uses, wastewater treatment plants, food processing plants, chemical plants, composting, refineries, landfills, dairies, and fiberglass molding (SCAQMD 1993). The Proposed Project does not include any uses identified by the SCAQMD as being associated with odors and, therefore, would not produce objectionable odors. As such, the Proposed Project would have no significant impact with respect to objectionable odors. No mitigation is required. Mitigation Program No mitigation is required; however, the following mitigation measures from MMP 85C would be applicable to the Project:. MM 5.2-1 Ongoing during project operation, the property owner/developer shall implement measures to reduce emissions to the extent practical, schedule goods movements for off-peak traffic hours, and use clean fuel for vehicles and other equipment, as practicable MM 5.2-2 Prior to the issuance of each building permit, the property owner/developer shall submit evidence that low emission paints and coatings are utilized in the design and construction of buildings, in compliance with SCAQMD regulations. The information shall be denoted on the project plans and specifications. The property owner/developer shall submit an architectural coating schedule and calculations demonstrating that VOC emissions from architectural coating operations would not exceed 75 pounds per day averaged over biweekly periods. The calculations shall show, for each coating, the surface area to be coated, gallons (or liters) of coating per unit surface area, and VOC content per gallon (or liter). The property owner/developer shall also implement the following to limit emissions from architectural coatings and asphalt usage: a. Use non-solvent-based coatings on buildings, wherever appropriate; b. Use solvent-based coatings, where they are necessary. MM 5.2.3 Ongoing during construction, the property owner/developer shall implement measures to reduce construction-related air quality impacts. These measures shall include, but are not limited to: Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-16 Environmental Evaluation 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 of chemical soil stabilizers to exposed soils after grading is completed and replacing ground cover in disturbed areas as quickly as practicable. b. For projects where there is excavation for subterranean facilities (such as parking) on-site haul roads shall be watered at least every two hours or the on-site haul roads shall be paved. c. Enclosing, covering, watering twice daily, or applying approved soil binders, according to manufacturer’s specification, to exposed piles. d. 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. e. 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. f. Trucks importing or exporting soil material and/or debris shall be covered prior to entering public streets. g. Taking preventive measures to ensure that trucks do not carry dirt on tires onto public streets, including treating onsite roads and staging areas. h. Preventing trucks from idling for longer than 2 minutes. i. Manually irrigate or activate irrigation systems necessary to water and maintain the vegetation as soon as planting is completed. j. Reduce Traffic speeds on all unpaved road surfaces to 15 miles per hour or less. k. Suspend all grading operations when wind speeds (as instantaneous gust) exceed 25 miles per hour and during first and second stage smog alerts. l. Comply with SCAQMD Rule 402, which states that no dust impacts offsite are sufficient to be called a nuisance, and SCAQMD Rule 403, which restricts visible emissions from construction. m. Use low emission mobile construction equipment (e.g., tractors, scrapers, dozers, etc.) where practicable. n. Utilize existing power sources (e.g., power poles) or clean-fuel generators rather than temporary power generators, where practicable. o. Maintain construction equipment engines by keeping them properly tuned. p. Use low sulfur fuel for equipment, to the extent practicable. MM 5.2-4 Prior to issuance of each grading permit (for Import/Export Plan) and prior to issuance of demolition permit (for Demolition Plan), the property owner/developer shall submit Demolition and Import/Export plans. The plans shall include identification of offsite locations for materials export from the project and options for disposal of excess material. These options may include recycling of materials onsite, sale to a soil broker or contractor, sale to a project in the vicinity or transport Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-17 Environmental Evaluation to an environmentally cleared landfill, with attempts made to move it within Orange County. The property owner/developer shall offer recyclable building materials, such as asphalt or concrete for sale or removal by private firms or public agencies for use in construction of other projects, if not all can be reused on the project site. MM 5.2-5 Prior to the issuance of each building permit, the property owner/developer shall comply with all SCAQMD offset regulations and implementation of Best Available Control Technology (BACT) and Best Available Retrofit Control Technology (BARCT) for any new or modified stationary source. Copies of permits shall be given to the Planning and Building Department MM 5.2-6 Prior to the issuance of each building permit, the property owner/developer shall implement, and demonstrate to the City, measures that are being taken to reduce operation-related air quality impacts. These measures may include, but are not limited to the following: a. Improve thermal integrity of structures and reduced thermal load through use of automated time clocks or occupant sensors. b. Incorporate efficient heating and other appliances. c. Incorporate energy conservation measures in site orientation and in building design, such as appropriate passive solar design. d. Use drought-resistant landscaping wherever feasible to reduce energy used in pumping and transporting water. e. To the extent feasible, provide daycare opportunities for employees or participate in a joint development daycare center f. Install facilities for electric vehicle recharging, unless it is demonstrated that the technology for these facilities or availability of the equipment current at the time makes this installation infeasible. MM 5.2-7 Prior to issuance of the first building permit, the property owner/developer shall submit a human health risk assessment (HRA) for any proposed sensitive land uses (according to SCAQMD standards at that time) to be located within 500 feet of the near edge of the I-5 freeway unless it is demonstrated that the health risks have been determined to be acceptable according to the standards of the SCAQMD at the time of building permit application. IV. BIOLOGICAL RESOURCES The following analysis is based on a review of the Project Site conducted by Psomas Senior Biologist Stacie Tennant. Question A: Would the project have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? Less Than Significant Impact with Mitigation. A literature review was conducted in order to determine the potential special status plant and wildlife species known to occur in the vicinity of the Proposed Project. The Project Site is located within a developed area and consists of the existing hotel that will be demolished, associated parking lots and driveways, and the Holiday Inn Express. The Project Site’s landscaping includes ornamental shrubs and mature ornamental Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-18 Environmental Evaluation trees. Due to the developed condition of the Project Site and the lack of native vegetation and connectivity to natural open space areas, the Project Site does not provide suitable habitat for special status plant and wildlife species and they are not expected to occur on the Project Site. The Project Site contains ornamental shrubs and trees that have the potential to be used by nesting birds and a limited potential to be used by nesting raptors. The Migratory Bird Treaty Act protects nesting birds. In addition, the potential loss of an active raptor nest, including common raptor species, would be considered a violation of the California Fish and Game Code §§3503, 3503.5, and 3513. Impacts on an active bird/raptor nest would be considered potentially significant. This potential impact would be reduced to a level considered less than significant with implementation of MM 4-1 and MM 4-2. Question B: Would the project have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Game or US Fish and Wildlife Service? Question C: Would the project have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means? No Impact. The Project Site is composed entirely of developed and ornamental areas. No riparian habitat and no sensitive communities identified in local or regional plans or policies by the California Department of Fish and Wildlife (CDFW) or by the U.S. Fish and Wildlife Service (USFWS) are located on the Project Site. Additionally, the Project Site does not support any federally protected wetlands as defined by Section 404 of the Clean Water Act; therefore, the Proposed Project would not impact any marsh, vernal pool, or coastal habitats. No impact would occur, and no mitigation would be required. Question D: Would the project interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? No Impact. The Project Site is located within a developed, urban context, surrounded by major roadways and buildings and lacks connectivity to natural open space areas. Therefore, the Project Site does not function as a wildlife movement corridor or a wildlife nursery site. No impact would occur, and no mitigation would be required. Question E: Would the project conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? Less Than Significant Impact. Ornamental trees may be removed as part of the Proposed Project. The Proposed Project would comply with Section 13.12.060 of the Anaheim Municipal Code related to replacement of removed street trees. The Project Site is not located within a Scenic Corridor overlay area and would not be subject to any additional applicable policies or ordinances related to the protection of biological resources on the Project Site. Therefore, no impact would occur and no mitigation is required. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-19 Environmental Evaluation Question F: Would the project conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or State habitat conservation plan? No Impact. According to the City of Anaheim General Plan, the Project Site is not located within a designated or proposed Natural Community Conservation Plan (NCCP) area. Additionally, development of the Proposed Project would not conflict with the provisions of any local, regional, or State habitat conservation plan. No impact would occur, and no mitigation is required. Mitigation Program The following mitigation measures are required to reduce impacts to less than significant levels and they will be incorporated into the Mitigation Program for this IS/MND. Where the measure is the same as the measure from EIR 340 (incorporated by reference, as stated in Section 2.3), the EIR 340 mitigation measure numbering is noted at the end of the measure in parentheses. MM 4-1 Prior to the issuance of a demolition permit, grading permit, or building permit, whichever occurs first, a survey for active raptor nests shall be conducted by a qualified Biologist and submitted to the Planning and Building Department 30 days prior to commencement of any demolition or construction activities during the raptor nesting season (February 1 to June 30) and within 500 feet of a fan palm, juniper, or canary island pine. Should an active nest be identified, restrictions defined by a qualified Biologist will be placed on construction activities in the vicinity of any active nest observed until the nest is no longer active, as determined by a qualified Biologist. These restrictions may include a 300- to 500-foot buffer zone designated around a nest to allow construction to proceed while minimizing disturbance to the active nest. Once the nest is no longer active, construction can proceed within the buffer zone. (ARSP EIR 340 MM 5.3-1) MM 4-2 Prior to the issuance of a demolition permit, grading permit, or building permit, whichever occurs first, a letter detailing the proposed schedule for vegetation removal activities shall be submitted to the Planning and Building Department, verifying that removal shall take place between August 1 and February 28 to avoid the bird nesting season. This would ensure that no active nests would be disturbed. If this is not feasible, then a qualified Biologist shall inspect any trees which would be impacted prior to demolition, grading or construction activities to ensure no nesting birds are present. If a nest is present, then appropriate minimization measures shall be developed by the Biologist. (ARSP EIR 340 MM 5.3-2) V. CULTURAL RESOURCES The following analysis is based on Appendix B, Cultural Records Search for the Hilton Garden Inn and Home2 Suites Project, Anaheim, Orange County, California, prepared by Psomas (2017). Psomas Senior Archaeologist Charles Cisneros searched archaeological records on July 19, 2017, at the South Central Coastal Information Center (SCCIC) at California State University, Fullerton. The SCCIC is a designated branch of the California Historical Resources Information System and houses records regarding archaeological and historic resources recorded in San Bernardino, Los Angeles, Orange, and Ventura Counties. The review consisted of an examination of the U.S. Geological Survey’s 7.5-minute Anaheim Quadrangle to determine if any sites are recorded or if any cultural resources studies have been conducted on or within a 1-mile radius of the Project Site. Data sources consulted at the SCCIC include archaeological records, Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-20 Environmental Evaluation Archaeological Determinations of Eligibility (DOE), historic maps, and the Historic Property Data File (HPDF) maintained by the Office of Historic Preservation (OHP). The HPDF contains listings for the California Register of Historical Resources (CRHR) and/or the National Register of Historic Places (NRHP), California Historical Landmarks (CHL), and California Points of Historical Interest (CPHI). Records Search The records search and literature review conducted for the Proposed Project revealed that 18 cultural resource studies have been conducted within 1-mile of the Project Site; none of the studies included the Project Site. The studies consisted primarily of block archaeological surveys and several linear surveys. The closest study was conducted a short distance west of the Project Site. The remaining 17 cultural resources studies were located within 1-mile of the Project Site. Seven cultural resources were identified within the 1-mile search radius of the Proposed Project. Five of the resources have been evaluated and three have been determined to be eligible for listing on the National Register of Historic Places (NRHP). None of these properties are located within the Proposed Site. Refer to Appendix B, Cultural Records Search for the Hilton Garden Inn and Home2 Suites Project, Anaheim, Orange County, California, for detailed information about the properties. Historic plat maps for the area were reviewed to determine the potential for historic archaeological sites to underlie the Project Site. A review of the 1896 and 1942 maps indicated that, although the site was in a developed portion of the City of Anaheim during those time periods, there is no indication of historic structures or features at the location of the Project Site. Question A: Would the project cause a substantial adverse change in the significance of a historical resource as defined in §15064.5 of the CEQA Guidelines and/or identified on the Qualified Historic Structures list of the Anaheim Colony Historic District Preservation Plan (April 15, 2010)? No Impact. Consistent with the analyses provided in EIR 330 and the City of Anaheim General Plan’s Land Use Element, the Project Site does not contain any known historically significant resources (Anaheim 2004b, 1994b). The State-recommended threshold under which buildings may be considered historic resources is a construction age of 50 years (California Code of Regulations, §4852.d.2). The records search did identify several historic properties near the Project Site; however, these properties would not be impacted by development of the Proposed Project. No other historic resources were identified within 1-mile of the Project Site, and no on- site structures meet the 50-year construction age criterion for evaluation. Therefore, no impact would occur, and no mitigation is required. Question B: Would the project cause a substantial adverse change in the significance of an archaeological resource pursuant to §15064.5 of the CEQA Guidelines? Less Than Significant With Mitigation. Due to the location of the Project Site in a developed, urban area that has been subjected to previous disturbance related to urban development, the potential for discovery of archaeological resources or disturbances of human resources is low. Development of the Proposed Project is not expected to uncover any archaeological resources. However, there is the possibility that resources exist at subsurface levels, and the uncovering of such resources could occur during excavation activities. Therefore, there is the potential that grading and excavation activities related to the development of the Proposed Project could result in the disturbance of undiscovered archaeological resources, thereby resulting in a potentially Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-21 Environmental Evaluation significant impact. Potential effects to unknown resources would be reduced to less than significant levels through the implementation of MM 5-1 listed below. Question C: Would the project disturb any human remains, including those interred outside of formal cemeteries? Less Than Significant Impact. The nearest cemetery, Anaheim Cemetery, is located immediately northeast of the Project Site, and there are no known formal cemeteries on the Project Site. However, this does not preclude the possibility that individual burial sites may be discovered during grading activities. Compliance with Section 7050.5 of the California Health and Safety Code and Section 5097.98 of the California Public Resources Code, which require the County Coroner to be notified immediately if any human remains are encountered, would reduce potential impacts to less than significant levels. Mitigation Program MM 5-1 Prior to issuance of each grading permit, the property owner/developer shall submit a letter identifying the certified archaeologist that has been hired to ensure that the following actions are implemented: a. The archaeologist must be present at the pre-grading conference in order to establish procedures for temporarily halting or redirecting work to permit the sampling, identification, and evaluation of artifacts if potentially significant artifacts are uncovered. If artifacts are uncovered and determined to be significant, the archaeological observer shall determine appropriate actions in cooperation with the property owner/developer for exploration and/or salvage. b. Specimens that are collected prior to or during the grading process will be donated to an appropriate educational or research institution. c. Any archaeological work at the site shall be conducted under the direction of the certified archaeologist. If any artifacts are discovered during grading operations when the archaeological monitor is not present, grading shall be diverted around the area until the monitor can survey the area. d. A final report detailing the findings and disposition of the specimens shall be submitted to the City Engineer. Upon completion of the grading, the archaeologist shall notify the City as to when the final report will be submitted. (ARSP EIR 340 MM 5.4-1) In addition to this measure which is required to reduce impacts to less than significant levels, the following mitigation measure from MMP 85C would be applicable to the Project: MM 5.4-3 Prior to approval of a final site plan for properties that contain a structure over 45 years old, property owners/developers shall submit to the Planning and Building Department, Planning Services Division, documentation to verify the presence/absence of historic resources. On properties where resources are identified, such documentation shall provide a detailed mitigation plan, including a monitoring program and recovery and/or in situ preservation plan, based on the recommendations of a qualified specialist. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-22 Environmental Evaluation VI. GEOLOGY AND SOILS The following analysis is based on Appendix C, Geotechnical Investigation for Proposed Hotel Project, 1441 South Manchester Avenue, Anaheim, California, prepared for the Proposed Project by Caltech Labs, Inc. (2017). Question A: Would the project expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: (i) Rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42. Less Than Significant Impact. The Project Site, as with the entire Southern California region, is subject to secondary effects from earthquakes. As stated in Appendix C, Geotechnical Investigation for Proposed Hotel Project, 1441 South Manchester Avenue, Anaheim, California, the Project Site is not located within a mapped Alquist-Priolo Earthquake Fault Zone. The nearest active fault is the Whittier-Elsinore Fault located approximately 8.7 miles from the Project Site. The Puente Hills (Coyote Hills) Thrust to the northwest and San Joaquin Hills Blind Thrust to the southeast have been hypothesized as underlying the surface at significant depths in the vicinity of the Project Site. Implementation of the Proposed Project would be consistent with existing codes and regulations, including the Uniform Building Code, the Anaheim Municipal Code (Anaheim 2011), and the requirements of the Alquist-Priolo Special Studies Zone Act (California Public Resources Code §§2621 et seq.). Therefore, development of the Proposed Project would result in a less than significant impact related to rupture of a known earthquake fault, and no mitigation is required. Question A: Would the project expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: (ii) Strong seismic ground shaking? Less Than Significant With Mitigation. The Project Site is situated in a seismically active area that has historically been affected by generally moderate to occasionally high levels of ground motion. The site is located proximate to several active faults; therefore, during the life of the Proposed Project, the property would likely experience similar moderate to occasionally high ground shaking from these fault zones as well as some background shaking from other seismically active areas in the Southern California region. Design and construction in accordance with current California Building Code (CBC) requirements is anticipated to address the issues related to potential ground shaking. Implementation of MM 6-1 and MM 6-2 would further reduce this impact to a less than significant level. Question A: Would the project expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving: (iii) Seismic-related ground failure, including liquefaction? (iv) Landslides? Less Than Significant Impact. As stated in Appendix C, Geotechnical Investigation for Proposed Hotel Project, 1441 South Manchester Avenue, Anaheim, California, no ground water was encountered to the maximum depth explored of 26.5 feet on the Project Site and is not anticipated to be a factor with the proposed construction elevations. Therefore, the potential for liquefaction Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-23 Environmental Evaluation to occur beneath the Project Site is considered to be very low. Furthermore, as stated in Appendix C, Geotechnical Investigation for Proposed Hotel Project, 1441 South Manchester Avenue, Anaheim, California, a Seismic Hazards Zones Map was reviewed and indicates that the Project Site is not located within an area identified for earthquake induced landslides or liquefaction. The Project Site is relatively flat without any slopes and the site is not located in a designated slope stability area as shown on the State of California seismic hazard maps. Because of these conditions, the possibility of seismically induced liquefaction and landslides associated with construction of the Proposed Project is considered remote, resulting in a less than significant impact. No mitigation is required. Question B: Would the project result in substantial soil erosion or the loss of topsoil? Less Than Significant Impact. As previously discussed in Section 2.3, Existing Project Site Conditions, the majority of the Project Site exists as an impervious surface area. The entire Project Site which includes the Holiday Inn Express and existing surface parking area has an impervious percentage of 83 percent. As stated in Appendix F, Preliminary Master Drainage & Runoff Management Plan for Hilton Garden Inn/Home2 Suites, prepared by Omega Engineering Consultants (2018), with implementation of the Proposed Project, the surface of the site would be modified to decrease the impervious condition to approximately 82 percent. Construction activities associated with the Proposed Project will be required to comply with standard construction practices as published by the California Stormwater Quality Association. The Proposed Project would comply with the National Pollutant Discharge Elimination System (NPDES) Construction General Permit through the development and implementation of a storm water pollution prevention plan (SWPPP). As part of the SWPPP, erosion and sediment-control Best Management Practices (BMPs) would be required and are discussed in Section IX, Hydrology and Water Quality. Once construction is complete, the Project Site will comply with BMPs identified in the Proposed Project’s Preliminary WQMP to reduce erosion effects to less than significant levels (for further discussion, see Section IX, Hydrology and Water Quality). No significant impacts related to erosion on the Project Site are anticipated. Question C: Would the project be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse? Less Than Significant Impact. Soil materials encountered at the site consist of mainly alluvium deposits. The alluvium sediments consist primarily of medium dense silty sands, fine sands, and coarse sands with some gravel. As stated previously, the Project Site is not located within the State-designated zone liquefaction potential. The groundwater depth is reported to be greater than 26.5 feet below ground surface; therefore, the depth of the water table and the overlying dense, earthen materials make the potential for liquefaction very low. Potential impacts related to ground stability, including landslides, lateral spreading, subsidence, liquefaction or collapse, would be less than significant for the Project Site, and no mitigation is required. Question D: Would the project be located on expansive soil, as defined in Section 1803.5.3 of the California Building Code (2010), creating substantial risks to life or property? Less Than Significant Impact. As stated in Appendix C, Geotechnical Investigation for Proposed Hotel Project, 1441 South Manchester Avenue, Anaheim, California, the Project Site contains soils that possess a very low expansion potential On-site soils encountered during the geotechnical investigation were determined to be non-expansive silty sands and sands. Therefore, Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-24 Environmental Evaluation implementation of the Proposed Project would result in a less than significant impact related to creating substantial risks to life or property due to expansive soils. Question E: Would the project have soils incapable of adequately supporting the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater? No Impact. The Proposed Project would not involve the use of septic tanks or an alternative wastewater disposal system. No impacts would occur, and no mitigation is required. Mitigation Program The following mitigation measures are required to reduce impacts to less than significant levels and they will be incorporated into the Mitigation Program for this IS/MND. Where the measure is the same as the a measure from EIR 340 (incorporated by reference, as stated in Section 2.3), the EIR 340 mitigation measure numbering is noted at the end of the measure in parentheses. MM 6-1 Prior to issuance of each building permit, the property owner/developer shall submit plans to the Planning Department, Building Services Division for review and approval showing that the proposed structure has been analyzed for earthquake loading and designed according to the most recent seismic standards in the California Building Code adopted by the City of Anaheim. (ARSP EIR 340 MM 5.5-3) MM 6-2 Prior to issuance of building or grading permits, the property owner/developer shall submit to the Planning and Building Department, Building Services Division geologic and geotechnical investigations in areas of potential seismic or geologic hazards and provide a note on plans that all grading operations will be conducted in conformance with the recommendations contained in the applicable geotechnical investigation. (ARSP EIR 340 MM 5.5-6) In addition to these measures which are required to reduce impacts to less than significant levels, the following mitigation measures from MMP 85C would be applicable to the Project: MM 5.5-1 Prior to issuance of each building permit, the property owner/developer shall submit to the Planning and Building Department, Building Services Division for review and approval, detailed foundation design information for the subject building(s), prepared by a civil engineer, based on recommendations by a geotechnical engineer. MM 5.5-2 Prior to issuance of each foundation permit, the property owner/developer shall submit a report prepared by a geotechnical engineer to the Planning and Building Department, Building Services Division for review and approval, which shall investigate the subject foundation excavations to determine if soft layers are present immediately beneath the footing site and to ensure that compressibility does not underlie the footing. MM 5.5-4 Prior to the final building and zoning inspection for a hotel/motel, the property owner/developer shall submit an earthquake emergency response plan for review and approval by the Fire Department. The plan shall require posted notices in all hotel rooms on earthquake safety procedures and incorporate ongoing earthquake training for hotel staff to the satisfaction of the Fire Department. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-25 Environmental Evaluation MM 5.5-5 Ongoing during grading activities, the property owner/developer shall implement standard practices for all applicable codes and ordinances to prevent erosion to the satisfaction of the Planning and Building Department, Building Services Division. VII. GREENHOUSE GAS EMISSIONS The following analysis is based on Appendix A, Hilton Garden Inn and Home2 Suites Project Air Quality and Greenhouse Gas Emissions Modeling Data (Air Quality and Greenhouse Gas Data), prepared for the Proposed Project by Psomas (2018). Question A: Would the project generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment? Less than Significant Impact. In developing methods for greenhouse gas (GHG) impact analysis, there have been suggestions from local air pollution control districts of quantitative thresholds, often referred to as screening levels, which define an emissions level below which it may be presumed that climate change impacts would be less than significant. Neither the SCAQMD, the City of Anaheim, nor the County of Orange has adopted a significance threshold for GHG emissions from non-industrial development projects. Consequently, pursuant to the discretion afforded by Sections 15064.4(a) and 15064.4(b) of the State CEQA Guidelines, the impact of the Proposed Project’s GHG emissions is assessed based on the methodologies proposed by SCAQMD’s GHG CEQA Significance Threshold Working Group. On December 5, 2008, the SCAQMD Governing Board adopted the staff proposal for a tiered threshold approach, wherein Tier 1 determines if a project qualifies for an applicable CEQA exemption; Tier 2 determines consistency with GHG reduction plans; and Tier 3 proposes a numerical screening value as a threshold. At their September 28, 2010, meeting, the Working Group suggested a Tier 3 threshold of 3,000 metric tons of carbon dioxide equivalent (MTCO2e) per year for all land use types. In the absence of adopted thresholds, the Tier 3 threshold (3,000 MTCO2e) is used for this analysis (SCAQMD 2008). It is noted that the use of the Tier 3 threshold was selected for the Proposed Project because it is located in the South Coast Air Basin and these thresholds are based on the best available information and data at the time of preparation of this document. The development of project-level thresholds in accordance with CEQA is an ongoing effort at the State, regional, and County levels, and significance thresholds may differ for future projects based on new or additional data and information that may be available at that time for consideration. Based on the proposed construction activities described above, the principal source of construction GHG emissions would be internal combustion engines of construction equipment, on-road construction vehicles, and workers’ commuting vehicles. GHG emissions from construction activities were obtained from the CalEEMod model, described above. The estimated construction GHG emissions for the Proposed Project would be 642 MTCO2e, as shown in Table 8, Estimated Greenhouse Gas Emissions from Construction. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-26 Environmental Evaluation TABLE 8 ESTIMATED GREENHOUSE GAS EMISSIONS FROM CONSTRUCTION Source Emissions (MTCO2e) 2018 294 2019 348 Total 642 MTCO2e: metric tons of carbon dioxide equivalent Notes: • Totals may not add due to rounding variances. • Detailed calculations in Appendix A, Hilton Garden Inn and Home2Suites Project Air Quality and Greenhouse Gas Emissions Modeling Data. The existing use at the Project Site is a hotel. Emissions from the existing hotel use are shown in Table 9, Estimated Annual Greenhouse Gas Emissions from Existing Use. TABLE 9 ESTIMATED ANNUAL GREENHOUSE GAS EMISSIONS FROM EXISTING USE Source Emissions (MTCO2e/yr) Area <1 Energy 289 Mobile 352 Waste 34 Water 36 Total 712 MTCO2e/yr: metric tons of carbon dioxide equivalent per year Notes: • Totals may not add due to rounding variances. • Detailed calculations in Appendix A, Hilton Garden Inn and Home2Suites Project Air Quality and Greenhouse Gas Emissions Modeling Data. Operational GHG emissions would come primarily from vehicle trips; other sources include electricity and water consumption; natural gas for space and water heating; and gasoline-powered landscaping and maintenance equipment. Table 10, Estimated Annual Greenhouse Gas Emissions from Project Operation Without Water Reduction Measures, shows the annual GHG emissions from Proposed Project’s operations without water reduction measures that would be part of the Proposed Project’s design (i.e., without low-flow toilets, faucets, and showers, and water-efficient landscaping reductions). Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-27 Environmental Evaluation TABLE 10 ESTIMATED ANNUAL GREENHOUSE GAS EMISSIONS FROM PROJECT OPERATION WITHOUT WATER REDUCTION MEASURES Source Emissions (MTCO2e/yr) Area <1 Energy 1,616 Mobile 696 Waste 62 Water 132 Total Operational Emissions (without emission reductions) 2,505 MTCO2e/yr: metric tons of carbon dioxide equivalent per year Notes: • Totals may not add due to rounding variances. • Detailed calculations in Appendix A, Hilton Garden Inn and Home2Suites Project Air Quality and Greenhouse Gas Emissions Modeling Data. The Proposed Project would implement low-flow toilets, faucets, and showers, and water-efficient landscaping. Estimated operational GHG net emissions for the Proposed Project, with water reductions, are shown in Table 11, Estimated Annual Greenhouse Gas Emissions from Project Operation With Water Reduction Measures. TABLE 11 ESTIMATED ANNUAL GREENHOUSE GAS EMISSIONS FROM PROJECT OPERATION WITH WATER REDUCTION MEASURES Source Emissions (MTCO2e/yr) Area <1 Energy 1,616 Mobile 696 Waste 62 Water 106 Total Operational Emissions 2,479 Less: Existing Emissions (Table 9) 712 Net Increase in Emissions 1,768 MTCO2e/yr: metric tons of carbon dioxide equivalent per year Notes: • Totals may not add due to rounding variances. • Detailed calculations in Appendix A, Hilton Garden Inn and Home2Suites Project Air Quality and Greenhouse Gas Emissions Modeling Data. Because impacts from construction activities occur over a relatively short period of time, they contribute a relatively small portion of the overall lifetime project GHG emissions. In addition, GHG emission reduction measures for construction equipment are relatively limited. The SCAQMD Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-28 Environmental Evaluation recommends that construction emissions be amortized over a 30-year project lifetime so that GHG reduction measures address construction GHG emissions as part of the operational GHG reduction strategies (SCAQMD 2008). Therefore, construction and operational emissions are combined by amortizing the construction and operations over an assumed 30-year project lifetime. This combination is shown in Table 12, Estimated Total Project Annual Greenhouse Gas Emissions, using the Proposed Project’s emissions. TABLE 12 ESTIMATED TOTAL PROJECT ANNUAL GREENHOUSE GAS EMISSIONS Source Emissions (MTCO2e/yra) Construction (Amortized) 21a Operations (Table 11) 1,768 Totalb 1,789 MTCO2e/yr: metric tons of carbon dioxide equivalent per year a Total derived by dividing construction emissions (see Table 8) by 30. b Total annual emissions is the sum of amortized construction emissions and operational emissions. It is noted that there are no established applicable quantitative federal, State, regional, or local CEQA significance criteria for GHG emissions for non-industrial projects in the SoCAB. The SCAQMD has proposed, but not adopted, a threshold of 3,000 MTCO2e per year for non-industrial land use projects. As shown, the estimated GHG emissions from the Proposed Project would be less than this suggested threshold. The impact would be less than significant. Question B: Would the project conflict with an applicable plan, policy, or regulation adopted for the purpose of reducing the emissions of greenhouse gases? Less Than Significant Impact. The City of Anaheim’s GHG Reduction Plan provides reduction targets for energy usage, water conservation, photovoltaic (PV) rooftop installations, and transportation emissions. For energy usage, the GHG Reduction Plan provides a target 15 percent reduction of the energy utilized by businesses and homes in Anaheim from 1990 levels by 2020 and a 30 percent reduction from 1990 levels by 2030. This target would be met through implementation of the following project features that would be incorporated into the design of the Proposed Project: • Utilize shuttle service to Disneyland provided through Anaheim Resort Transportation (ART); • Utilize high-efficiency light-emitting diode (LED) indoor and outdoor lighting; • Install low-flow toilets, faucets, and showers; and • Install water-efficient landscaping, with no turf. Implementation of these features will be monitored through the Proposed Project’s conditions of approval. In addition to the project design features, the Proposed Project would be required to meet State regulations that include California Code of Regulations Title 24, Part 6 California’s Energy Efficiency Standards for Buildings and Title 24, Part 11, California’s Green Building Standards, which require a variety of energy efficiency measures to be installed in new businesses that will reduce energy usage by 25 percent over the previous 2008 Title 24 Building Standards. The 2016 Title 24 Building Standards were released in July 2016 and were effective Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-29 Environmental Evaluation as of January 1, 2017. The anticipated 2019 Title 24 Building Standards would require projects, such as the Proposed Project, to meet a zero-net energy goal. Therefore, through implementation of the project design features listed above, and through State regulations, the Proposed Project would meet the energy use reduction targets provided in the GHG Reduction Plan. The GHG Reduction Plan also includes water conservation targets of a 20 percent reduction by 2020 and a 25 percent reduction by 2030. As detailed above, the proposed hotel would include the following project design features: installation of low-flow toilets, faucets, and showers and installation of water-efficient landscaping with no turf. These project design features would reduce the amount of water used by the proposed hotel, providing a 23% reduction in GHG emissions (as calculated from Tables 11 and 12) and therefore, the Proposed Project would comply with this measure. The GHG Reduction Plan also includes a 2020 target of 27,000 kilowatts (kW) of PV systems installed by 2020 and 37,000 kW of PV systems installed by 2030. This target would be met through application of State regulations, including California Code of Regulations Title 24, Part 6. The 2016 Title 24 Building Standards requires new hotels constructed to be solar ready to facilitate the installation of rooftop solar systems. This requirement is typically met through structural design to ensure that rooftops are designed to handle the weight of PV systems and through installation of electrical conduit from the main circuit panel area to the roof. As detailed above, the Proposed Project would participate in the City’s Anaheim Resort Transportation (ART) shuttle service to and from the nearby Disneyland theme parks. This would reduce vehicle emissions generated by the operation of the hotel, and the Proposed Project would be consistent with the requirements in the Anaheim GHG Reduction Plan. In addition, the Project Site is located within half a mile from the Disneyland theme park. The proximity of the Project Site to Disneyland minimizes the trip length that hotel guests would have to travel to the theme park as well as provides an additional incentive to use the ART shuttle, which also reduces the number of vehicle trips. As detailed above, development of the Proposed Project would be consistent with the goals outlined in the GHG Reduction Plan. Therefore, the Proposed Project would not conflict with any applicable plan, policy, or regulation of any agency adopted for the purpose of reducing the emissions of GHGs. Mitigation Program No mitigation is required. VIII. HAZARDS AND HAZARDOUS MATERIALS The information in this section is derived from Appendix D1, Phase 1 Environmental Site Assessment Report, prepared for the Proposed Project by Andersen Environmental (2013) and Appendix D2, The EDR Radius Map™ Report with GeoCheck®: 1441 South Manchester, Anaheim, California 92802 (Inquiry Number 4999128.2s) prepared for the Proposed Project by Environmental Data Resources (EDR) (2017). Question A: Would the project create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials? Less Than Significant Impact. Demolition and construction activities for the Proposed Project would require the transport and use of standard construction equipment and materials, some of which may include a hazardous component such as transport and storage of fuels. These activities would be associated with construction activities and would, therefore, be temporary. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-30 Environmental Evaluation These activities would be conducted in accordance with existing federal, State, and local regulations. Long-term, operational hazards to the environment or the public through the transport, use, or disposal of hazardous materials are typically associated with operation of non-residential uses, such as industrial and some commercial uses. Consistent with existing hotel on the Project Site, once the Project is constructed, use of hazardous materials would be limited to normal household chemicals such as paint, pesticides, cleansers, and solvents and would be limited in quantities. The Proposed Project would not utilize, store, or generate hazardous materials or wastes in quantities that may pose a significant hazard to the public. Impacts would be less than significant, and no mitigation is required. Question B: Would the project create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? Less Than Significant with Mitigation. The Proposed Project involves the demolition of an existing hotel and construction of a new hotel. This use typically does not generate hazardous emissions. During the demolition and construction phases of the Proposed Project, there is limited risk of accidental release of hazardous materials such as gasoline, oil, or other fluids in the operation and maintenance of construction equipment. However, use of these materials in limited quantities is typical during operation and maintenance of construction equipment and would be conducted in compliance with applicable State and local regulations. Additionally, the contractor would be required to use standard construction controls and safety procedures, which would avoid and minimize the potential for accidental release or spill of such substances into the environment. The level of risk associated with the accidental release of hazardous substances during construction is less than significant. In December 2013, Appendix D1, Phase 1 Environmental Site Assessment Report, was prepared for the Project Site by Andersen Environmental. The objective of a Phase I ESA is to identify, to the extent feasible, recognized environmental conditions (RECs). An REC is defined in ASTM practice E1527-00 as a condition that indicates an existing release, a past release, or a material threat of a release of any hazardous substance or petroleum products into structures on the property or into the ground, groundwater, or surface water of the site. Based on the research conducted as part of the Appendix D1, Phase 1 Environmental Site Assessment Report, the Project Site was developed for agricultural purposes from at least 1938 until after 1963. By 1972, the Project Site was vacant, graded land. In 1976, the Project Site was improved with six two- story commercial structures and a single-story storage structure to the southwest. Since then, uses on the Project Site have been consistent with hotel and hotel accessory uses. Although the Proposed Project Site was historically used for agricultural purposes, there is the potential that agricultural chemicals, such as pesticides, herbicides and fertilizers, were used on-site; however, as the property has graded as part of redevelopment, it is likely the agricultural chemicals, if any were present, have been diluted to below regulated levels. Based on Appendix D1, Phase 1 Environmental Site Assessment Report, the foregoing and the existing use of the property for commercial purposes, since the property has been redeveloped, it is likely the agricultural chemicals, if any were present, have been diluted to below regulated levels and no further action related to the former agricultural use is required. As stated in Section 2.0, the Project Site contained six structures which comprised the Quality Inn & Suites. As part of the development of the Holiday Inn Express hotel, in March 2014, a Limited Asbestos Survey was prepared by National Econ Corporation for the six structures which comprised the Quality Inn & Suites hotel. During the survey National Econ Corporation identified homogeneous areas of suspected ACBMs for purposes of sampling in accordance with current Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-31 Environmental Evaluation CAL-OSHA requirements. The materials in these areas include stucco, drywall, joint compound, non-slip floor coating, cap sheet and roof mastic. Sample testing found asbestos present in the roof mastic. In 2014, the asbestos containing materials were removed in accordance with the recommendations identified in the Limited Asbestos Survey and with the guidelines set forth by the EPA, the Occupational Safety and Health Administration (OSHA) and other regulatory agencies from the Quality Inn & Suites buildings that were demolished for the Holiday Inn Express project. Prior to demolition of the remaining Quality Inn & Suites buildings for the Proposed Project, the asbestos containing materials in the roof mastic will be removed in accordance with the recommendations identified in the Limited Asbestos Survey and with the guidelines set forth by the EPA, the Occupational Safety and Health Administration (OSHA) and other regulatory agencies. It is not anticipated that any further asbestos-containing materials (ACMs) would be present during demolition; however, should any ACMs or lead based paint (LBP) be discovered during demolition activities, adherence to standard requirements, including the California Health and Safety Code and California Occupational Safety and Health Administration (Cal OSHA) Standards, and implementation of MM 8-1, would reduce any potential impacts to a less than significant level. Question C: Would the project emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school? No Impact. There are no schools within ¼ mile of the Project Site. The nearest school is John Marshall Elementary School at 1010 South Harbor Boulevard (0.5 mile northwest of the Project Site). The Proposed Project is a hotel that would not involve any uses that would emit or require the handling of hazardous materials in measurable quantities (refer to the discussion provided in Threshold “a” above). No impacts to nearby schools are anticipated, and no mitigation is required. Question D: Would the project be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment? Less Than Significant Impact. Presented in Appendix D2, The EDR Radius Map™ Report with GeoCheck® (2017). was prepared for the Proposed Project. Search parameters were based on a one-mile radius of the Project Site and consisted of a search of federal, State, local, tribal, and other databases. The complete list of databases and additional information regarding the identified site can be found in Appendix D. The following listings were reported within a ¼-mile radius of the Project Site. • Holiday Inn Express Anaheim is located at 1441 S. Manchester Avenue, which is on the Project Site. This facility is listed in the National Pollutant Discharge Elimination System Permits Listing (NPDES) between 2014 and 2016. • Anaheim Fire Station #3 is located at 1580 S. Clementine, approximately 0.16 mile east of the Project Site. This facility is cross-listed in the Facility Inventory Database (CA FID UST) and Statewide Environmental Evaluation and Planning System (SWEEPS UST) database. The facility is listed as containing diesel and is listed as active. • Avis Rent A Car is located at 1400 S. Harbor Boulevard, approximately 0.18 mile west- northwest of the Project Site. The facility is cross-listed in the Hazardous Substance Storage Container Database (HIST UST), CA FID UST, Leaking Underground Storage Tank (LUST) database, “Cortese” Hazardous Waste & Substances Sites List (HIST CORTESE), Underground Storage Tank (UST), and SWEEPS UST database. This facility Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-32 Environmental Evaluation is reported to have had a release to soil of diesel, which was noted in 1990, and was granted case closure by the Santa Ana RWQCB on March 13, 1996. • Metrex Research Laboratory was located at 1515 S. Manchester Avenue, approximately 0.18 mile southeast of the Project Site; however, the building was demolished in 2016. The facility is cross-listed in the Resource Conservation and Recovery Act – Small Quantity Generators (RCRA-SQG) database, SWEEPS UST, HIST UST, CA FID UST, Facility Index System/Facility Registry System (FINDS), Enforcement & Compliance History Information (ECHO), and Emissions Inventory Data (EMI) databases. This is a small quantity generator (SQG) listing with no violations noted. The facility is listed as containing jet fuel, leaded and unleaded gasoline, waste oil, and ignitable and corrosive waste. • Disneyland Tomorrowland RR St. is located at 1313 S. Harbor Boulevard, approximately 0.24 mile southwest of the Project Site. This facility is reported to have had a release to soil of diesel in 1996 and was granted case closure by the Santa Ana RWQCB on February 23, 2000. As stated in Appendix D2, The EDR Radius Map™ Report with GeoCheck®: 1441 South Manchester, Anaheim, California 92802 (Inquiry Number 4999128.2s), one listing was reported within the boundaries of the Project Site; however, this site was identified on the NPDES database as a site with a previously active NPDES permit for construction discharge. Of the hazardous materials sites identified in the vicinity of the Proposed Project, none of the identified sites pose a hazard to the Project Site. No impacts related to known hazardous materials sites would occur. No significant impacts would occur and mitigation is not required. Question E: For a project located within an airport land use plan (Los Alamitos Armed Forces Reserve Center or Fullerton Municipal Airport), would the project result in a safety hazard for people residing or working in the project area? Question F: For a project within the vicinity of a private airstrip, heliport or helistop, would the project result in a safety hazard for people residing or working in the project area? No Impact. The Project Site is not located within an adopted Airport Land Use Plan or in the vicinity of a private airstrip, heliport, or helistop. The nearest airport is Fullerton Municipal Airport located in the City of Fullerton, approximately 6.0 miles northwest of the site. Implementation of the Proposed Project would not impact the airport facilities or their operation; no mitigation would be required. Question G: Would the project impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? No Impact. The City of Anaheim’s Hazard Mitigation Plan was adopted by the Anaheim City Council on May 9, 2017. This plan provides guidance during emergency situations associated with natural disasters, public health emergencies, and industrial accidents. The Project Site is located along Manchester Avenue, a heavily traveled roadway in the City of Anaheim. Construction activity would be confined to the Project Site and would not interfere with vehicle movement or emergency access along the roadway. The Proposed Project does not include characteristics that would physically impair or otherwise interfere with emergency response or evacuation in the vicinity of the Proposed Project. As detailed in Section XVII, Transportation/Traffic, any impacts related to the addition of traffic related to the Proposed Project would be less than significant; therefore, the Proposed Project would not interfere with the movement of emergency vehicles along local roadways. Therefore, these conditions preclude the Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-33 Environmental Evaluation possibility of the Proposed Project conflicting with an emergency response or evacuation plan, no impacts would occur and no mitigation is required. Question H: Would the project expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are adjacent to urbanized areas or where residences are intermixed with wildlands? No Impact. The Project Site is located in an urban, developed area and would not be subject to wildland fire risks. According to the City of Anaheim General Plan, the Project Site is not located within a designated Special Protection Area or Very High Fire Hazard Severity Zone (Anaheim 2004a). Therefore, no impact would occur, and no mitigation would be required. Question I: Would the project include a new or retrofitted stormwater treatment control Best Management Practice (BMP), (e.g., water quality treatment basin, constructed treatment wetlands, etc.), the operation of which could result in significant environmental effects (e.g., increased vectors and noxious odors)? No Impact. The Project Site is part of a parcel that includes the recently constructed Holiday Inn Express hotel. As described in Appendix E, County of Orange/Santa Ana Region Priority Project Water Quality Management Plan, Hilton Garden Inn/Home2 Suites 1441 S. Manchester Ave, Anaheim, CA 92802, prepared by Omega Engineering Consultants (2017), the Holiday Inn Express infiltration trench and pretreatment upflow filter would be removed and a new larger infiltration trench to treat runoff created from the entire parcel would be constructed. The upflow filter would be reused and upgraded with more filter cartridges in order to accommodate the increased flow which would now include the Proposed Project. Construction of the infiltration trench as part of the Proposed Project would be installed for onsite treatment because the trench can be located under parking areas and other hardscape and would not affect site operations with surface ponding. Additionally, the site is underlain with sands that have a high saturated hydraulic conductivity, which provides an infiltration rate in excess of 15 inches per hour. At this rate, the infiltration trench facilities would draw down in less than four hours. Because this system’s infiltration process would be ongoing, storm water runoff would not remain stagnant or pooled and would not result in any secondary environmental effects such as increased vectors or noxious odors. No impact would occur, and no mitigation would be required. Mitigation Program The following mitigation measures are required to reduce impacts to less than significant levels and they will be incorporated into the Mitigation Program for this IS/MND. Where the measure is the same as the measure from EIR 340 (incorporated by reference, as stated in Section 2.3), the EIR 340 mitigation measure numbering is noted at the end of the measure in parentheses. MM 8-1 Ongoing during project demolition and construction, in the event that hazardous waste, including asbestos, is discovered during site preparation or construction, the property owner/developer shall ensure that the identified hazardous waste and/or hazardous material are handled and disposed of in the manner specified by the State of California Hazardous Substances Control Law (Health and Safety Code, Division 20, Chapter 6.5), and according to the requirements of the California Administrative Code, Title 30, Chapter 22. (ARSP EIR 340 MM 5.7-6) Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-34 Environmental Evaluation In addition to this measure which is required to reduce impacts to less than significant levels, the following mitigation measures from MMP 85C would be applicable to the Project: MM 5.7-1 Prior to issuance of the first grading or demolition permit, whichever occurs first, in areas of former service stations, in areas known or thought to have been previously occupied by USTs, and in areas where tank removal has not been verified prior to excavation or grading the property owner/developer shall retain the services of a qualified environmental professional to conduct an investigation for known, or the presence of, cryptic tanks, using geophysical methods. Soil sampling or a soil organic vapor survey may be required if soil sampling results are not available, or indicate contamination is present above regulatory guidelines. If warranted, subsurface investigation and sampling shall be undertaken in these areas, and appropriate remediation measures developed, if necessary, before demolition, excavation, or grading takes place in these areas. MM 5.7-2 Prior to the removal of USTs, the property owner/developer shall obtain a permit from the Hazardous Materials Management Section of the Fire Department for the removal of such tanks. During the removal of USTs, a representative from the Environmental Protection Section of the Fire Department shall be onsite to direct soil sampling. MM 5.7-3 Ongoing during remediation all remediation activities of surface or subsurface contamination not related to USTs, conducted on behalf of the property owner/developer, shall be overseen by the Orange County Health Care Agency (OCHCA). Information on subsurface contamination from USTs shall be provided to the Santa Ana Regional Water Quality Control Board (SARWQCB) with a copy to Planning & Building. Note: Per a memo dated October 22, 2014 from the Public Utilities Department, as of July 1, 2014, the Environmental Services Division of the Public Utilities Department is no longer responsible for overseeing the cleanup of new UST cases, and the responsibility has been delegated to the Santa Ana Regional Water Quality Control Board (SARWQCB). However, the Anaheim Fire Department will still be responsible for overseeing the removal of USTs. (amended February 26, 2015). MM 5.7-4 Prior to issuance of the first grading or demolition permit, whichever occurs first, the property owner/developer shall submit a plan for review and approval by the Fire Department which details procedures that will be taken if previously unknown USTs, or other unknown hazardous material or waste, is discovered onsite. MM 5.7-5 Prior to issuance of the first grading or demolition permit, whichever occurs first for future developments within the Anaheim Resort Specific Plan area affecting any property on a published list of leaking underground storage tanks (LUST) that has not been officially closed or resolved, a qualified environmental professional, retained by the property owner/developer, shall attempt to contact the current and/or known former property/business owners to obtain information regarding the status of USTs and/or tank closures at these sites. If warranted, subsurface investigation and sampling shall be undertaken by a qualified environmental professional, and results of these analyses shall be submitted to the Fire Department and the Santa Ana Regional Water Quality Control Board (SARWQCB), for review and approval. Appropriate remediation measures will be developed, if necessary, before demolition, excavation, or grading takes place in Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-35 Environmental Evaluation these areas. A copy of the approval letter with any appropriate remediation measures shall be submitted to Planning & Building. MM 5.7-7 Prior to issuance of any discretionary permit for a current or former hazardous waste disposal site or solid waste disposal site, the project property owner/developer shall submit a Phase I Environmental Site Assessment to the City. If possible hazardous materials are identified during the site assessments, the appropriate response/remedial measures will be implemented in accordance with the requirements of the Orange County Health Care Agency (OCHCA) and/or the Regional Water Quality Control Board (RWQCB), as appropriate. IX. HYDROLOGY AND WATER QUALITY The information in this section is derived from Appendix E, County of Orange/Santa Ana Region Priority Project Water Quality Management Plan, Hilton Garden Inn/Home2 Suites 1441 S. Manchester Ave, Anaheim, CA 92802 prepared for the Proposed Project by Omega Engineering Consultants (Omega) (2017) and Appendix F, Preliminary Master Drainage & Runoff Management Plan for Hilton Garden Inn/Home2 Suites, prepared by Omega Engineering Consultants (2018). Question A: Would the project violate any water quality standards or waste discharge requirements? Question F: Would the project otherwise substantially degrade water quality? Question K: Would the project substantially degrade water quality by contributing pollutants from areas of material storage, vehicle or equipment fueling, vehicle or equipment maintenance (including washing), waste handling, hazardous materials handling, or storage, delivery areas, loading docks or other outdoor work areas? Question L: Would the project substantially degrade water quality by discharge which affects the beneficial uses (i.e., swimming, fishing, etc.) of the receiving or downstream waters? Less Than Significant With Mitigation. According to Appendix E, County of Orange/Santa Ana Region Priority Project Water Quality Management Plan, Hilton Garden Inn/Home2 Suites 1441 S. Manchester Ave, Anaheim, CA 92802, potential pollutant sources associated with the construction and operation of the Proposed Project may include suspended-solid/sediments, nutrients (oxygen-demanding substances), pathogens (bacteria/virus), pesticides, oil and grease, and trash and debris. Construction and operation of the Proposed Project would increase the potential for storm water runoff to transport these pollutants into the storm drain system, thus contributing to the degradation of water quality and the potential violation of water quality standards or waste discharge requirements. With implementation of MM 9-1, short-term construction impacts from the Proposed Project would be minimized through compliance with the NPDES Construction General Permit. This permit— which requires a notice of intent (NOI) to be filed with the State Water Resources Control Board— the development and implementation of an SWPPP, which must include (1) erosion and sediment-control BMPs that meet or exceed measures required by the Construction General Permit and (2) BMPs that control other potential construction-related pollutants. An SWPPP would be developed as required by, and in compliance with, the NPDES Construction General Permit. In addition to the requirements of the NPDES General Construction Permit, the California Building Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-36 Environmental Evaluation Code and grading permit requirements include provisions that require reduction of erosion and sedimentation impacts during construction. Full compliance with applicable local, State, and federal regulations and implementation of MM 9-1 would ensure that water quality impacts associated with construction would be less than significant. As indicated in Appendix E, County of Orange/Santa Ana Region Priority Project Water Quality Management Plan, Hilton Garden Inn/Home2 Suites 1441 S. Manchester Ave, Anaheim, CA 92802, structural BMPs placed throughout the Project Site would achieve long-term water quality enhancement through proposed drainage and treatment systems: (1) bio-retention without underdrains and (2) infiltration trenches. Non-structural BMPs (also identified in the Preliminary WQMP) would also reduce pollutant loading into storm water runoff. Therefore, compliance with the recommendations set forth in the Appendix E, County of Orange/Santa Ana Region Priority Project Water Quality Management Plan, Hilton Garden Inn/Home2 Suites 1441 S. Manchester Ave, Anaheim, CA 92802, as well as implementation of MM 9-1 and MM 9-2 would reduce potential impacts related to storm water to less than significant levels. Question B: Would the project substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g., the production rate of pre-existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)? Less Than Significant Impact. Under existing conditions, the Project Site which includes the Holiday Inn Express and existing surface parking area is currently 83 percent of impervious condition and does not contribute significantly to groundwater recharge due to the small amount of unpaved areas or pervious surfaces which are subject to surface water infiltration. As identified in Appendix F, Preliminary Master Drainage & Runoff Management Plan for Hilton Garden Inn/Home2 Suites, the surface of the site would be modified to decrease the impervious condition to approximately 82 percent. Additionally, the Project Site is not located in the City’s designated Groundwater Protection Zone, as depicted on Figure G-2 of the City of Anaheim General Plan (Anaheim 2004). Because of this and due to the nominal decrease in impervious surface area, development of the Proposed Project would not interfere with groundwater recharge through the elimination of surface water infiltration. The Proposed Project would not withdraw directly from the groundwater basin; rather, water resources would be provided by the City of Anaheim Public Utilities Department (refer to Section XIX, Utilities and Service Systems). The Proposed Project would connect to the City’s water system. Anaheim’s water supply comes primarily from groundwater pumped from local wells, with the balance coming from purchases of imported water from the Metropolitan Water District of Southern California (MWD). Therefore, the related increase in demand for water would indirectly impact groundwater supplies. Question C: Would the project substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, in a manner which would result in substantial erosion or siltation on- or off- site? Question D: Would the project substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-37 Environmental Evaluation substantially increase the rate or amount of surface runoff in a manner which would result in flooding on- or off-site? Less Than Significant With Mitigation. The Project Site is located within the Anaheim Bay Watershed. As described in Section 3.0, Project Description, the Project Site has two existing hotels, the recently constructed Holiday Inn Express and the Quality Inn & Suites Hotel. The newly built Holiday Inn Express was constructed with an infiltration trench to manage the design capture volume (DCV) stormwater runoff identified for the Holiday Inn Express. Stormwater runoff associated with the Quality Inn & Suites Hotel currently does not drain to a BMP and is drained via a private storm drain system that confluences with the public MS-41 system at the northern part of the parcel. The connection point to the public system is an 18-inch pipe (sloped at 1 percent) that is connected to a City of Anaheim 48-inch pipe north of Manchester Avenue. The 48-inch pipe follows Manchester Avenue to the intersection with Harbor Boulevard, where it continues along with the City’s MS-4 system to Bolsa Chica Channel. According to Appendix E, County of Orange/Santa Ana Region Priority Project Water Quality Management Plan, Hilton Garden Inn/Home2 Suites 1441 S. Manchester Ave, Anaheim, CA 92802 (WQMP), development of the Proposed Project would not alter the course of a stream or river. Although the existing drainage patterns on-site would be modified, the site would continue to drain to existing outlet points and drain to the same MS-4 system (Omega 2018). The Proposed Project would remove an existing subsurface infiltration facility and upflow filter that were installed with the Holiday Inn Express. The material from the infiltration facility and upflow filter would be reused for use in a new larger infiltration trench that would treat runoff from both the existing Holiday Inn Express and the proposed Hilton Garden Inn and Home2 Suites Hotel. Stormwater would be conveyed to an upflow filter and then to the proposed infiltration trench via surface flow as well as via the storm drain overflow to the public MS-4 system. While the onsite drainage pattern would be altered, the drainage from the site would connect to same existing drainage connection on Manchester Avenue. From this point, storm water flows would continue along the same path as existing conditions and would ultimately outlet into the Pacific Ocean. The existing peak flow for the 100-year storm is 9.59 cfs; however, this volume would decrease by 0.27 cfs to 9.32 cfs with the Proposed Project. The Project would result in a decrease of storm flows from the Project Site. The Proposed Project would not result in an impact to the capacity of the storm water drainage system. Implementation of MM 9-1 and MM 9-2, and compliance with the WQMP (Appendix E, County of Orange/Santa Ana Region Priority Project Water Quality Management Plan, Hilton Garden Inn/Home2 Suites 1441 S. Manchester Ave, Anaheim, CA 92802), would reduce any erosion-related impacts to less than significant levels. Question E: Would the project create or contribute runoff water which would exceed the capacity of existing or planned storm water drainage systems or provide substantial additional sources of polluted runoff? Less Than Significant With Mitigation. As discussed previously, under existing conditions the Project Site which includes the Holiday Inn Express and existing surface parking area has an approximate 83 percent impervious surface area. The impervious surface area would decrease to 82 percent with development of the Proposed Project According to Appendix F, Preliminary Master Drainage & Runoff Management Plan, prepared by Omega Engineering Consultants (2018), the existing peak flow for the 100 year storm is 9.59 cfs. This volume would decrease by 0.27 cfs to 9.32 cfs with the Proposed Project. As described above, the Proposed Project would continue to drain to the same MS-4 system and would result in a decrease of storm flows from 1 An MS-4 is the local municipal separate storm sewer system. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-38 Environmental Evaluation the Project Site, the Proposed Project would not result in an impact to the capacity of the storm water drainage system. As described above under Threshold Question D, a new larger infiltration trench would be constructed that would treat runoff from both the existing Holiday Inn Express and the proposed Hilton Garden Inn and Home2 Suites Hotel. Stormwater would be conveyed to an upflow filter and then to the proposed infiltration trench via surface flow as well as via the storm drain overflow to the public MS-4 system. In addition, the Proposed Project would comply with the NPDES Construction General Permit to control construction-related pollutants and would implement structural and non-structural BMPs throughout the Project Site to achieve long-term water quality (MM 9-1). Therefore, the Proposed Project would not result in substantial additional sources of polluted runoff. This impact is less than significant and no mitigation is required. Question G: Would the project place housing within a 100-year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map? Question H: Would the project place housing within a 100-year flood hazard area structures which would impede or redirect flood flows? Less Than Significant Impact. The Proposed Project does not include housing and therefore would not place housing within a 100-year flood hazard area. Therefore, a less than significant impact related to Proposed Project would occur. No mitigation is required. Question I: Would the project expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the failure of a levee or dam? Less Than Significant Impact. Figure 5.5-5 of the Anaheim General Plan and Zoning Code Update EIR No. 330 identifies that the Project Site is located within the flood impact zone associated with the Prado Dam (Anaheim 2004b), which is located over 15 miles northeast of the Project Site. Although the Project Site is located within the designated flood impact zone, the actual threat of flooding is low due to the extensive development and natural features that exist between the dam and the Project Site, including several freeways, the Santa Ana River, and portions of the Santa Ana mountain range which would act to block, reduce, or slow the risk of flooding. Additionally, the Prado Dam is subject to annual safety inspections to ensure that the dam is safe, performing as intended, and is not developing problems (USACE 2015). Therefore, impacts associated with the risk of loss, injury, or death involving flooding would be less than significant. The Proposed Project would not create a new significant impact or a substantial increase in the severity of previously identified effects. No mitigation is required. Question J: Would the project expose people or structures to a significant risk of loss, injury or death involving inundation by seiche or mudflow? No Impact. The Project Site is located approximately 11 miles east of the Pacific Ocean and approximately 2.2 miles west of the Santa Ana River Channel; therefore, there is no potential for inundation of the Project Site by seiche. Additionally, the Project Site is located within a relatively flat, developed area of the city and would not be subject to mudflows. There would be no impact, and no mitigation is required. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-39 Environmental Evaluation Question M: Would the project potentially impact stormwater runoff from construction activities? Less Than Significant Impact. According to Appendix E, County of Orange/Santa Ana Region Priority Project Water Quality Management Plan, Hilton Garden Inn/Home2 Suites 1441 S. Manchester Ave, Anaheim, CA 92802 (WQMP) prepared for the Proposed Project by Omega Engineering Consultants (Omega) (2017), potential pollutant sources associated with the construction and operation of the Proposed Project may include suspended-solid/sediments, nutrients (oxygen-demanding substances), heavy metals, pathogens (bacteria/virus), pesticides, oil and grease, toxic organic compounds and trash and debris. Construction activities associated with the Proposed Project would increase the potential for pollutants to enter the site’s storm water runoff. As discussed previously, implementation of MM 9-1 would require compliance with the NPDES Construction General Permit, including the development and implementation of an SWPPP which must include (1) erosion and sediment-control BMPs that meet or exceed measures required by the Construction General Permit and (2) BMPs that control other potential construction-related pollutants. In addition to the requirements of the NPDES General Construction Permit, the California Building Code and grading permit requirements include provisions that require reduction of erosion and sedimentation impacts during construction. Full compliance with applicable local, State, and federal regulations and MM 9-1 would ensure that water quality impacts associated with construction would be less than significant. Question N: Would the project potentially impact stormwater runoff from post- construction activities? Less Than Significant With Mitigation. As stated in Appendix E, County of Orange/Santa Ana Region Priority Project Water Quality Management Plan, Hilton Garden Inn/Home2 Suites 1441 S. Manchester Ave, Anaheim, CA 92802, potential pollutant sources associated with the operation of the Proposed Project may include suspended-solid/sediments, nutrients (oxygen-demanding substances), pathogens (bacteria/virus), pesticides, oil and grease, and trash and debris. Operation of the Proposed Project would increase the potential for pollutants to enter the site’s storm water runoff. Structural BMPs placed throughout the Project Site would achieve long-term water quality enhancement through proposed drainage and treatment systems: (1) bioretention without underdrains and (2) infiltration trenches (Omega 2017). Non-structural BMPs (also identified in Appendix E) would also reduce pollutant loading into storm water runoff. Therefore, compliance with the recommendations set forth in Appendix E, County of Orange/Santa Ana Region Priority Project Water Quality Management Plan, Hilton Garden Inn/Home2 Suites 1441 S. Manchester Ave, Anaheim, CA 92802, as well as implementation of MM 9-1 and MM 9-2 would reduce potential impacts related to storm water to less than significant levels. Question O: Would the project create the potential for significant changes in the flow velocity or volume of stormwater runoff to cause environmental harm? Less Than Significant Impact. The Proposed Project would install an on-site filtration trench to treat runoff from the entire site (including Holiday Inn Express). An infiltration trench is proposed because it can be located parking areas and other hardscape and will not affect site operations with surface ponding. Additionally, the site is underlain with sands having a high saturated hydraulic conductivity, which provide an infiltration rate in excess of 15 inches per hour. This would allow for a drawdown in less than four hours. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-40 Environmental Evaluation As discussed previously, the Proposed Project would result in a decrease of 0.27 cfs over existing conditions. Therefore, implementation of the Proposed Project would not create changes to the velocity or volume of storm water runoff, and no significant impacts would occur. Question P: Would the project create significant increases in erosion of the project site or surrounding areas? Less Than Significant Impact With Mitigation. A total of 8,000 cubic yards (cy) of soils to be exported from the Project Site. As discussed previously, short-term construction impacts from the Proposed Project would be minimized through compliance with the NPDES Construction General Permit (refer to MM 9-1). This permit requires an NOI to be filed with the State Water Resources Control Board and the development and implementation of an SWPPP, which must include (1) erosion and sediment-control BMPs that meet or exceed measures required by the Construction General Permit and (2) BMPs that control other potential construction-related pollutants. Additionally, the Proposed Project would be required to comply with applicable codes and ordinances to prevent erosion would be required. In addition to the requirements of the NPDES General Construction Permit (MM 9-1), the California Building Code and grading permit requirements include provisions that require reduction of erosion and sedimentation impacts during construction. Full compliance with applicable local, State, and federal regulations and implementation of MM 9-1 would ensure that the Proposed Project would not create significant increases in erosion of the Project Site or surrounding areas. Mitigation Program The following mitigation measures are required to reduce impacts to less than significant levels and they will be incorporated into the Mitigation Program for this IS/MND. Where the measure is the same as the measure from EIR 340 (incorporated by reference, as stated in Section 2.3), the EIR 340 mitigation measure numbering is noted at the end of the measure in parentheses. MM 9-1 Prior to issuance of a grading permit for sites that disturb more than one (1) acre of soil, the property owner/developer shall obtain coverage under the NPDES Statewide Industrial Stormwater Permit for General Construction Activities from the State Water Resources Control Board. The applicant shall prepare and implement a Stormwater Pollution Prevention Plan (SWPPP). A copy of the current SWPPP shall be kept at the Project Site and be available for City review on request. Evidence of permit attainment shall be submitted to the Planning and Building Department, Building Services Division. (ARSP EIR 340 MM 5.8-2) MM 9-2 Ongoing during project operations, the property owner/developer shall provide for the following: cleaning of all paved areas not maintained by the City of Anaheim on a monthly basis, including, but not limited to, private streets and parking lots. The use of water to clean streets, paved areas, parking lots, and other areas and flushing the debris and sediment down the storm drains shall be prohibited. (ARSP EIR 340 MM 5.8-3) In addition to these measures which are required to reduce impacts to less than significant levels, the following mitigation measures from MMP 85C would be applicable to the Project: MM 5.8-1 Prior to issuance of the first grading or building permit, whichever occurs first, the property owner/developer shall submit a Master Drainage and Runoff Management Plan (MDRMP) for review and approval by the Public Works Department, Development Services Division and Orange County (OC) Public Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-41 Environmental Evaluation Works/OC Engineering. The Master Plan shall include, but not be limited to, the following items: a. Backbone storm drain layout and pipe size, including supporting hydrology and hydraulic calculations for storms up to and including the 100-year storm; and, b. A delineation of the improvements to be implemented for control of project- generated drainage and runoff. MM 5.8-4 Prior to each final building and zoning inspection, the property owner/developer shall submit a letter from a licensed landscape architect to the City certifying that the landscape installation and irrigation systems have been installed as specified in the approved landscaping and irrigation plans. MM 5.8-5 Prior to final building and zoning inspection, the property owner/developer shall install piping on-site with project water mains so that reclaimed water may be used for landscape irrigation, if and when it becomes available. MM 5.8-6 Prior to issuance of building permits, the property owner/developer shall provide written evidence that all storm drain, sewer, and street improvement plans shall be designed and constructed to the satisfaction of the City Engineer. X. LAND USE AND PLANNING Question A: Would the project physically divide an established community? No Impact. As shown in the aerial photograph provided in Exhibit 3a, Aerial Photograph (Pre-Lot Line Adjustment), the Project Site is 2.5 acres and includes a Holiday Inn Express and the existing Quality Inn & Suites. The Project Site is bound by West Coast University to the south, and hotels to the north, northwest and west, and Manchester Avenue and the I-5 Freeway to the east. Implementation of the Proposed Project would redevelop the Project Site with a hotel use, which would be similar to the existing land use on the Project Site and existing land uses surrounding the Project Site to the north, northwest and west. The property is within The Anaheim Resort, which is an area of the City designated by the General Plan for Commercial Recreation land use, including hotels, restaurants and other visitor serving uses. Therefore, the Proposed Project would not physically divide an established community. No impact would occur, and no mitigation is required. Question B: Would the project conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the general plan, specific plan or zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? Less Than Significant Impact. The Project Site is located within the Commercial-Recreation District of the ARSP and is designated for Low-Medium Density hotel development. This designation allows for development of 75 rooms per gross acre. Consistent with the hotel density assigned to this designation, the 2.5-acre Project Site was evaluated in EIR 340 for development of up to 220 hotel rooms, based on the size of each parcel prior to dedication of land for street purposes. In order to accommodate the Proposed Project, the Applicant is requesting a Specific Plan Amendment to increase the allowable density for the property by creating a subarea called “Medium Density (Modified) for the Project Site, including an increase in the allowable density of the site from 75 rooms/acre to up to 345 rooms. The amendment would include updating Table 116-B of A.M.C. 18.116.060.020 for the Project Site to reflect the higher density. Additionally, in order to provide consistency between the ARSP and the General Plan, the Applicant is also Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-42 Environmental Evaluation requesting a General Plan Amendment to reflect this hotel room density. In Addition, the Applicant is requesting a Variance to allow for a reduced street setback and an Administrative Adjustment to allow for a minor reduction in the number of parking spaces required by the Code. With the approval of these requests, the Proposed Project would be consistent with all applicable land use plans, policies or regulations for the Project Site. Therefore, impacts would be less than significant, and no mitigation is required. Question C: Would the project conflict with any applicable habitat conservation plan or natural community conservation plan? No Impact. According to the City of Anaheim General Plan, the Project Site is not located within a designated or proposed NCCP area. Additionally, development of the Proposed Project would not conflict with the provisions of any local, regional, or State habitat conservation plan (HCP). No impact would occur, and no mitigation is required. Mitigation Program No mitigation is required. XI. MINERAL RESOURCES Question A: Would the project result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the state? Question B: Would the project result in the loss of availability of a locally important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan? No Impact. According to Figure G-3 of the City of Anaheim General Plan’s Green Element, the Project Site is not designated as a regionally significant aggregate resource area or a Mineral Resources Zone (MR-Z) (Anaheim 2004a). Therefore, development of the Proposed Project would not result in the loss of availability of a known mineral resource delineated on a local general plan, specific plan, or other land use plan as there are no known mineral resources or mineral resource recovery sites on or near the Project Site. No related impacts would occur, and no mitigation is required. Mitigation Program No mitigation is required. XII. NOISE The following analysis is based on Appendix G, Hilton Garden Inn and Home2Suites Project Noise Calculations, prepared for the Proposed Project by Psomas (2017). Introduction Noise is typically defined as unwanted sound and is described in terms of a sound’s intensity or loudness, pitch, and duration. The ambient noise environment is comprised of stationary and mobile noise sources. Stationary noise sources occur in a single location and may be constant or short-term in nature; mobile noise sources are typically transportation-related and are generally not considered a constant noise source. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-43 Environmental Evaluation The physical measure of sound, or sound level, is measured in decibels (dB), which are based on a logarithmic scale. Therefore, a doubling of the energy of a noise source, such as doubling of traffic volume, would increase the noise level by 3 dB; a halving of the energy would result in a 3 dB decrease. Everyday sounds normally range from 30 dB (very quiet) to 100 dB (very loud). The A-weighted decibel scale relates noise to human sensitivity. Common noise levels are measured in terms of the “A-weighted decibel”, abbreviated dBA. Table 13, Typical Noise Levels, provides examples of various noises and their typical A-weighted noise level. TABLE 13 TYPICAL NOISE LEVELS Common Outdoor Activities Noise Level (dBA) Common Indoor Activities 110 Rock Band Jet fly-over at 300 m (1,000 ft) 100 Gas Lawn Mower at 1 m (3 ft) 90 Diesel Truck at 15 m (50 ft), at 80 km/hr (50 mph) 80 Food Blender at 1 m (3 ft) Noisy Urban Area, Daytime Gas Lawn Mower at 30 m (100 ft) 70 Vacuum Cleaner at 3 m (10 ft) Commercial Area Heavy Traffic at 90 m (300 ft) 60 Normal speech at 1 m (3 ft) Quiet Urban Daytime 50 Large Business Office Dishwasher in Next Room Quiet Urban Nighttime 40 Theater, Large Conference Room Quiet Suburban Nighttime 30 Library Quiet Rural Nighttime 20 Bedroom at Night, Concert Hall 10 Broadcast/Recording Studio Lowest Threshold of Human Hearing 0 Lowest Threshold of Human Hearing dBA: A-weighted decibels; m: meter; km/hr: kilometers per hour; ft: feet; mph: miles per hour Source: Caltrans 2009. Although human perception of sound is somewhat subjective, it is widely accepted that the average healthy ear (1) can barely perceive an increase or decrease of 3 dBA; (2) can perceive a change of 3 dBA in outdoor environments; and (3) can notice that an increase of 10 dBA sounds twice as loud. Noise, or sound over a period of time, can be measured using a number of methods. The two most common methods are the community noise equivalent (CNEL) and the equivalent sound level (Leq). The average noise levels over a period of minutes or hours is expressed as dBA Leq. Leq can be measured for any time period. The CNEL scale represents the average of 24 hourly noise measurements and adjusts or penalizes the dBA during certain sensitive time periods to account for increased noise sensitivity during the evening and nighttime periods. The evening time period (7:00 PM to 10:00 PM) penalizes noises by 5 dBA, while nighttime (10:00 PM to 7:00 AM) noises are penalized by 10 dBA. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-44 Environmental Evaluation Impact Analysis Question A: Would the project cause exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? Question C: Would the project cause a substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project? Question D: Would the project cause a substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project? The primary noise source at the Project Site is vehicle traffic on Manchester Avenue and the I-5 Freeway. Table 14, Hourly Noise Levels at Eastern Property Line, identifies noise measurement data from the Project Site, taken on August 2 through August 3, 2017. Noise level measurements were taken using a Larson Davis Laboratories SoundTrack LxT sound level meter (LD LxT). The LD LxT was mounted to a tree, approximately six feet above the ground and equipped with a windscreen, and was located on the eastern side of the Project Site. The LD LxT meter was calibrated before and after use with a Larson Davis Model CAL200 acoustical calibrator to ensure that the measurements would be accurate. The noise level measurements were collected for approximately 24 hours. The Leq, maximum noise level (Lmax), and minimum noise level (Lmin) values taken at each ambient noise measurement location are presented in Table 14, Hourly Noise Levels at Eastern Property Line. The complete noise monitoring results are included in Appendix G, Hilton Garden Inn and Home2Suites Project Noise Calculations. Noise levels were measured at this location to characterize traffic noise levels and expected noise exposure proximate to the future façade of the Proposed Project. As shown in Table 14, Hourly Noise Levels at Eastern Property Line, average daytime noise levels at the eastern property line near Manchester Avenue range from 71 to 78 dBA Leq. The 24-hour weighted noise level at this location is 82 dBA CNEL. TABLE 14 HOURLY NOISE LEVELS AT EASTERN PROPERTY LINE 0.0 20.0 40.0 60.0 80.0 100.0 120.0 12 : 0 0 A M 1: 0 0 A M 2: 0 0 A M 3: 0 0 A M 4: 0 0 A M 5: 0 0 A M 6: 0 0 A M 7: 0 0 A M 8: 0 0 A M 9: 0 0 A M 10 : 0 0 A M 11 : 0 0 A M 12 : 0 0 P M 1: 0 0 P M 2: 0 0 P M 3: 0 0 P M 4: 0 0 P M 5: 0 0 P M 6: 0 0 P M 7: 0 0 P M 8: 0 0 P M 9: 0 0 P M 10 : 0 0 P M 11 : 0 0 P M Minimum (Lmin)Average (Leq)Maximum (Lmax) Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-45 Environmental Evaluation Existing noise-sensitive receptors to be considered are the occupants of the Holiday Inn Express, located on the northwest corner of the Project Site. The Fairfield Inn and Marriott Courtyard border the Project Site to the west. Office uses are located to the south of the Project Site. Residential uses are located across the I-5 freeway to the east. Title 24 of the California Code of Regulations, also known as the California Building Standards Code, establishes building standards applicable to all occupancies throughout the state. Section 1207.11.2 requires that residential structures, other than detached single-family dwellings, be designed to prevent the intrusion of exterior noise so that the interior noise attributable to exterior sources does not exceed 45 dBA CNEL in any habitable room. Section 1207.12 states, “if interior allowable noise levels are met by requiring that windows be unopenable or closed, the design for the structure must also specify a ventilation or air-conditioning system to provide a habitable interior requirement. The ventilation system must not compromise the dwelling unit or guest room noise reduction”. Section 6.70.010 of the City of Anaheim Municipal Code requires that “No person shall within the City create any sound radiated for extended periods from any premises which produces a sound pressure level at any point on the property line in excess of sixty decibels . . .”. This section of the Municipal Code also states that “Sound created by construction or building repair of any premises within the City shall be exempt from the applications of this chapter during the hours of 7:00 a.m. to 7:00 p.m.” In the City of Anaheim General Plan Noise Element, the City adopted land use-noise compatibility standards shown in Table 15, Land Use Compatibility for Noise Exposure. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-46 Environmental Evaluation TABLE 15 LAND USE COMPATIBILITY FOR NOISE EXPOSURE Land Use Category Community Noise Exposure Ldn or CNEL, dB 55 60 65 70 75 80 85 Residential – Low-Density Single-Family, Duplex, Mobile Homes Residential – Multiple-Family Homes Transient Lodging - Motels, Hotels Schools, Libraries, Churches, Hospitals, Nursing Homes Auditoriums, Concert Halls, Amphitheaters Sports Arena, Outdoor Spectator Sports Playgrounds, Neighborhood Parks Golf Courses, Riding Stables, Water Recreation, Cemeteries Office Buildings, Business, Commercial and Professional Industrial, Manufacturing, Utilities, Agriculture Normally Acceptable Conditionally Acceptable Normally Unacceptable Clearly Unacceptable Specified land use is satisfactory based upon the assumption that any buildings involved are of normal conventional construction, without any special noise insulation requirements. New construction or development should be undertaken only after a detailed analysis of the noise reduction requirement is made and needed noise insulation features included in the design. Conventional construction, but with closed windows and fresh air supply systems or air conditioning, will normally suffice. New construction or development should generally be discouraged. If new construction or development does proceed, a detailed analysis of the noise reduction requirements must be made and needed noise insulation features included in the design. Outdoor areas must be shielded. New construction or development should generally not be undertaken. Construction costs to make the indoor environment acceptable would be prohibitive and the outdoor environment would not be acceptable. Ldn: day-night noise level; CNEL: Community Noise Equivalent Level; dB: decibels Source: Anaheim 2004a. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-47 Environmental Evaluation The Noise Element, Goal 1.1, includes the following policies applicable to the Proposed Project: 4) Require mitigation where sensitive uses are to be placed along transportation routes to ensure that noise levels are minimized through appropriate means of mitigation thereby maintaining quality of life standards. 7) Require that site-specific noise studies be conducted by a qualified acoustic consultant utilizing acceptable methodologies while reviewing the development of sensitive land uses or development that has the potential to impact sensitive land uses. Long-term (Permanent) Impacts Impacts to Off-Site Land Uses Less Than Significant Impact. Daily operation of the Proposed Project has the potential to result in an increased ambient noise level in the vicinity of the Proposed Project through the addition of vehicular trips associated with the Proposed Project. Based on Appendix H1, 1441 S. Manchester Avenue Hotel Traffic Study (Traffic Study) prepared for the Proposed Project by Iteris, Inc. (2017), the existing hotel uses at the Project Site would generate 372 daily trips. As indicated in Appendix H1, 1441 S. Manchester Avenue Hotel Traffic Study, the Proposed Project would generate a total of 797 daily trips which would result in a net increase of 425 new trips associated with the Proposed Project. Traffic volumes along Manchester Avenue during the opening year of the Proposed Project is estimated at 6,100 daily trips. Table 16, Existing and Projected Traffic Noise Levels, depict the noise increase from the Proposed Project. Increases in noise levels related to traffic generated by the Proposed Project is anticipated to range from 0.0 to 0.2 dBA CNEL. These traffic noise increases are below the 3 dBA noise increase threshold and would also not be perceptible or substantial. The impact on traffic noise levels would be less than significant and no mitigation is required. TABLE 16 EXISTING AND PROJECTED TRAFFIC NOISE LEVELS Roadways Year 2018 Traffic Year 2018 Plus Project Traffic Noise Increase ADT dBA CNEL ADT dBA CNEL dBA CNEL Manchester Ave. between Project Site and Disney Way 6,100 68.0 6,400 68.2 0.2 Manchester Ave. between Project Site and Disney Way 7,300 68.7 7,500 68.9 0.1 Harbor Blvd. between Manchester Ave. and I-5 35,800 74.7 35,900 74.7 0.0 Disney Way between Clement St. and W Alro 13,700 70.5 14,000 70.6 0.1 ADT: average daily traffic volume. CNEL: Community Noise Equivalent Level Note: Noise levels calculated from the FHWA’s RD-77-108 Traffic Noise Prediction Model (Calculations can be found in Attachment B of this report). Source: Iteris 2017. Impacts to On-Site Land Uses Less Than Significant With Mitigation. Provided in Appendix H1, 1441 S. Manchester Avenue Hotel Traffic Study, the Traffic Study evaluated traffic volumes for the General Plan Build Out year of 2035. Traffic volumes are forecasted to be 16,000 ADT on Manchester Ave. north of the Project Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-48 Environmental Evaluation Site and 17,000 ADT on Manchester Ave south of the Project Site. Noise exposure is anticipated to be 72 dBA CNEL from only these roadways. However, monitored data shown previously indicate that traffic noise from the I-5 would be much higher. The City of Anaheim’s Noise Element of the General Plan indicates that the Project Site is exposed to noise levels in excess of the 70 dBA CNEL contours for future conditions. For hotel uses, these noise levels would be in the “normally unacceptable” environment, as shown in Table 16, Existing and Projected Traffic Noise Levels. Based on typical commercial construction standards (which provide an average 25 dBA noise level reduction from exterior noise levels with windows closed), interior noise levels could exceed 45 dBA CNEL, the upper limit of the State Building Code standard. Therefore, a detailed noise analysis of the noise reduction requirements must be made and noise-insulation features must be included in the design to provide sufficient noise reduction to limit interior noise from traffic to 45 dBA CNEL. MM 12-1 requires and describes a design noise study. The site plan for the Proposed Project indicates outdoor pool areas on the western side of the proposed hotel. Noise levels are reduced at the pool area due to the proposed six-story hotel building. However, roadway noise exposure at these uses would occur along the north accessway to the pool area. Short-term noise measurements proximate to the outdoor pool area indicate that noise levels would be approximately 65 dBA Leq. Mitigation measure MM 12-2 requires a noise barrier to be located on the northern accessway be provided to reduce noise levels for the outdoor pool area. Noise levels would be reduced by at least 5 dBA with the development of a sound barrier along the northern boundary of the pool area and would result in noise levels below 65 dBA Leq. With the incorporation of MM 12-1 and MM 12-2, which is also consistent with the Noise Element policies described above, the impact would be less than significant. Short-Term Construction Impacts Less Than Significant Impact. Short-term construction noise would be generated on site by construction equipment during demolition, excavation, site preparation and building construction activities. The nearest noise-sensitive receptors would be guests of the Holiday Inn Express, located in the northwest corner of the Project Site, and the Fairfield Inn and Marriott Courtyard bordering the Project Site to the west. The degree to which noise-sensitive receptors are affected by construction activities depends heavily on their proximity. Estimated noise levels attributable to the development of the Proposed Project are shown in Table 17, Construction Noise Levels at Noise-Sensitive Uses and calculations are included in the Appendix G, Hilton Garden Inn and Home2Suites Project Noise Calculations. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-49 Environmental Evaluation TABLE 17 CONSTRUCTION NOISE LEVELS AT NOISE-SENSITIVE USES Construction Phase Noise Levels (Leq dBA) Hotel Uses to the North of the Project Site Hotel Uses to the West of the Project Site Office Uses to the South of the Project Site Residences to the East of the Project Site Max (25 ft) Avg. (150 ft) Max (40 ft) Avg (200 ft) Max (130 ft) Avg (240 ft) Max (335 ft) Avg (470 ft) Ground Clearing/Demolition 89 73 81 71 75 69 66 64 Excavation 94 78 86 76 80 74 71 69 Foundation Construction 87 71 79 69 73 67 64 62 Building Construction 87 71 79 69 73 67 64 62 Paving and Site Cleanup 94 78 86 76 80 74 71 69 Leq dBA: Average noise energy level; Max: maximum; avg: average; ft: feet Note: Noise levels from construction activities do not take into account attenuation provided by intervening structures. Source: USEPA 1971. Table 17, Construction Noise Levels at Noise-Sensitive Uses, shows both the maximum average and typical average noise levels. Maximum noise levels represent the noise levels from construction occurring near the property boundary closest to the noise sensitive use/receptor. Average noise levels represent the noise exposure to sensitive uses based on the distance to the center of all components of the Proposed Project. Noise levels from general construction activities related to the Proposed Project would range from 64 to 94 dBA Leq for the maximum noise levels and 62 to 78 dBA Leq for the average noise levels. Short-term construction noise would be generated on local roadways by workers commuting to and from the job site and construction material deliveries. This increase in volume and change in vehicular mix would result in less than a 1 dBA increase in noise levels along Manchester Avenue. The impact would be less than significant; no mitigation is required. Because construction would only occur during the daytime hours and would represent a short-term, temporary impact, the impact would be less than significant, and no mitigation would be required. Question B: Would the project cause exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels? Less Than Significant Impact. Groundborne vibration, expressed as peak particle velocity (ppv), consists of oscillatory waves that propagate from the source through the ground to adjacent structures. Vibration of building components can also take the form of an audible, low-frequency rumbling noise, which is referred to as groundborne noise. Vibration energy spreads out as it travels through the ground, causing the vibration level to decrease with the distance from the source. Groundborne vibration and noise can be generated during construction activities and is generally highest during impact pile driving, blasting, and demolition-related activities. None of these activities is anticipated for the Proposed Project. Because the City of Anaheim does not have regulatory standards for construction or operational vibration sources, thresholds for potential structural damage and human annoyance associated with vibration are based on the California Department of Transportation’s (Caltrans’) vibration limits. For purposes of this analysis, a threshold of 78 VdB (Velocity decibels) is used as the threshold of significance related to human Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-50 Environmental Evaluation perception because this level of vibration represents a level that is distinctly perceptible. A vibration level of 0.5 ppv is used as the threshold of significance for structural damage, as this is the point at which continuous or frequent vibrations would begin to damage modern commercial buildings (Caltrans 2004). Table 18, Anticipated Vibration Levels Per Construction Equipment Types, presents anticipated vibration levels according to the expected construction equipment types at a distance of 25 feet. TABLE 18 ANTICIPATED VIBRATION LEVELS PER CONSTRUCTION EQUIPMENT TYPES Equipment Velocity at 25 ft (VdB) Caisson Drill 87 Large bulldozer 87 Small bulldozer 58 Jackhammer 79 Loaded trucks 86 ppv: peak particle velocity; ft: feet; in/sec: inches per second. Source: FTA 2006. As shown in Table 19, Vibration Annoyance Criteria at Sensitive Uses, vibration decibel levels would not exceed the criteria threshold under maximum conditions when activities are closest to affected uses as well as under average conditions. As such, vibration generated by the Proposed Project’s construction equipment would generally not be perceived and would result in a less than significant impact related to vibration induced annoyance. TABLE 19 VIBRATION ANNOYANCE CRITERIA AT SENSITIVE USES Equipment Vibration Level (VdB) Hotel Uses to the North of the Project Site Hotel Uses to the West of the Project Site Office Uses to the South of the Project Site Residences to the East of the Project Site Max (85 ft) Avg (150 ft) Max (85 ft) Avg (240 ft) Max (130 ft) Avg (240 ft) Max (335 ft) Avg (470 ft) Large bulldozer 76 71 76 67 73 67 64 62 Small bulldozer 47 42 47 38 44 38 35 33 Jackhammer 68 63 68 59 65 59 56 54 Loaded trucks 75 70 75 66 72 66 63 61 Criteria 78 78 84 78 Exceeds Criteria? No No No No No No No No Max: maximum; Avg: average; ft: feet, VdB: Velocity Decibels Source: USEPA 1971 (Calculations can be found in Appendix G, Hilton Garden Inn and Home2Suites Project Noise Calculations). Table 20, Structural Damage Criteria at Sensitive Uses, shows the peak particle velocity levels (ppv) relative to structural damage to sensitive uses from vibration activities. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-51 Environmental Evaluation TABLE 20 STRUCTURAL DAMAGE CRITERA AT SENSITIVE USES Equipment Vibration Levels (ppv) Hotel Uses to the North of the Project Site Hotel Uses to the West of the Project Site Office Uses to the South of the Project Site Residences to the East of the Project Site (ppv @ 57 ft) (ppv @ 85 ft) (ppv @ 130 ft) (ppv @ 335 ft) Large bulldozer 0.026 0.014 0.008 0.002 Small bulldozer 0.001 0.000 0.000 0.000 Jackhammer 0.010 0.006 0.003 0.001 Loaded trucks 0.022 0.012 0.006 0.002 Criteria 0.500 0.500 0.500 0.500 Exceeds Criteria? No No No No ppv: peak particle velocity; Max: maximum; avg: average; ft: feet Source: USEPA 1971 (Calculations can be found in Appendix G, Hilton Garden Inn and Home2Suites Project Noise Calculations). As shown in Table 21, all ppv levels would be below the structural damage threshold. As such, no structural damage is anticipated related to construction activities associated with the Proposed Project. The nature of daily operation of a hotel use does not involve activities that would create significant operational vibration impacts. Therefore, there would be no long-term vibration-related impacts and no mitigation is required. Question E: For a project located within an airport land use plan (Los Alamitos Armed Forces Reserve Center or Fullerton Municipal Airport), would the project expose people residing or working in the project area to excessive noise levels? Question F: For a project within the vicinity of a private airstrip, heliport or helistop, would the project expose people residing or working in the project area to excessive noise levels? No Impact. The Project Site is not located within an adopted Airport Land Use Plan or in the vicinity of a private airstrip, heliport, or helistop. The nearest airport is Fullerton Municipal Airport, which is located within the city of Fullerton approximately six miles northwest of the site. The Project Site would not be subject to excessive noise levels related to aircraft or airport operations. No impact would occur and no mitigation would be required. Mitigation Program The following mitigation measures are required to reduce impacts to less than significant levels and they will be incorporated into the Mitigation Program for this IS/MND. Where the measure is the same as the measure from EIR 340 (incorporated by reference, as stated in Section 2.3), the EIR 340 mitigation measure numbering is noted at the end of the measure in parentheses. MM 12-1 Prior to approval of each final site plan, the property owner/developer shall submit a noise study prepared by a certified acoustical engineer to the satisfaction of the Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-52 Environmental Evaluation Building Division Manager identifying whether noise attenuation is required and defining the attenuation measures and specific performance requirements, if warranted, to comply with the Uniform Building Code and Sound Pressure Level Ordinance. Ultimate noise attenuation requirements, if any, shall depend on the final location of such buildings and noise-sensitive uses inside and surrounding the buildings. Attenuation measures shall be implemented by the property owner/developer prior to final building and zoning inspections. (ARSP EIR 340 MM 5.10-2) MM 12-2 The property owner/developer shall develop a sound barrier along the northern boundary of the pool area. The sound barrier shall be at least 6 feet in height and have a density of at least 3.5 pounds per square foot. In addition to these measures which are required to reduce impacts to less than significant levels, the following mitigation measures from MMP 85C would be applicable to the Project: MM 5.10-1 Ongoing during construction, the property owner/developer shall ensure that all internal combustion engines on construction equipment and trucks are fitted with properly maintained mufflers. MM 5.10-3 Prior to issuance of each building permit, for structures that are adjacent to noise- sensitive areas such as residences, the property owner/developer shall ensure that all mechanical ventilation units are shown on plans and installed in compliance with Sound Pressure Level Ordinance. MM 5.10-4 Prior to issuance of each building permit for a parking structure, the property owner/developer shall ensure that noise from parking structures adjacent to residential areas will be reduced by the provision of convenient access to parking facilities, sound attenuation devices (louvers and walls), the use of textured deck surfaces to reduce tire squalling, and tiering a parking facility to provide greater distance to the receptor MM 5.10-5 Prior to issuance of each building permit, a note shall be provided on building plans indicating that during construction, the property owner/developer shall install and maintain specially designed construction barriers at the project perimeter areas. The construction sound barriers shall be a minimum height of 8 feet with a minimum surface weight of 1.25 pounds per square foot or a minimum Sound Transmission Class (STC) rating of 25. The structure shall be a continuous barrier. Gates and other entry doors shall be constructed with suitable mullions, astragals, seals, or other design techniques to minimize sound leakage when in the closed position. Access doors should be self closing where feasible. Vision ports are permissible providing they are filled with an acceptable solid vision product MM 5.10-6 Ongoing during construction and project operation, pressure washing operations for purposes of building repair and maintenance due to graffiti or other aesthetical considerations shall be limited to daytime hours of operation between 7:00 AM and 8:00 PM MM 5.10-7 Ongoing during construction and project operation, sweeping operations in the parking facilities and private on-site roadways shall be performed utilizing sweeping/scrubbing equipment which operate at a level measured not greater than 60 dBA at the nearest adjacent property line Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-53 Environmental Evaluation MM 5.10-8 Ongoing during construction, property owners/developers shall pay for all reasonable costs associated with noise monitoring which shall include monitoring conducted by a certified acoustical engineer under the direction of the Planning and Building Department four times a year on a random basis to ensure that outdoor construction-related sound levels at any point on the exterior project boundary property line do not exceed 60 dBA between the hours of 7:00 PM and 7:00 AM of the following day where outside construction is occurring. If a complaint is received by the City, additional noise monitoring shall be conducted at the discretion of the City. If the monitoring finds that the 60 dBA threshold is being exceeded, construction activities will be modified immediately to bring the sound level below the 60 dBA requirement, with additional follow-up monitoring conducted to confirm compliance. MM 5.10-9 Prior to issuance of each building permit, the property owner/developer shall present plans and calculations to the Planning Department, Building Division to demonstrate that noise levels would be less than 65 dBA CNEL for outdoor use areas (including dining patios, pools, playgrounds, or outdoor gathering areas). This requirement can be accomplished through shielding areas behind buildings or the construction of a noise barrier. MM 5.10-10 Prior to issuance of each building permit, the property owner/developer shall present plans and calculations to the Planning and Building Department, Building Division to demonstrate that noise levels from planned mechanical ventilation equipment, loading docks, trash compactors, and other proposed on-site noise sources are designed to meet the City’s 60 dBA Sound Pressure Levels standard at the property line, and not create a noise increase greater than 5 dBA over existing ambient noise at the nearest noise sensitive receptor, whichever is more restrictive. MM 5.10-11 Prior to issuance of each building permit, a note shall be provided on plans indicating that there shall be no operation of large bulldozers or vibratory rollers within 25 feet of any existing residence. MM 5.10-12 Prior to issuance of each building permit if pile driving and blasting is anticipated during construction, a noise and vibration analysis must be prepared and submitted to the Planning and Building Department, Building Division, to assess and mitigate potential noise and vibration impacts related to these activities. XIII. PALEONTOLOGICAL RESOURCES The following analysis is based on Appendix B, Cultural Records Search for the Hilton Garden Inn and Home2 Suites Project, Anaheim, Orange County, California, prepared by Psomas (2017) An archaeological records search was conducted by Psomas Senior Archaeologist Charles Cisneros on July 19, 2017. A paleontological resources records search was conducted by Dr. Samuel A. McLeod of the Vertebrate Paleontology Section of the Natural History Museum of Los Angeles County (LACM) on July 27, 2017. Question A: Would the project directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? Less Than Significant With Mitigation. According to historical topographic maps of the area, the majority of the surface at the Project Site has previously been disturbed. However, the possibility exists that as-yet unidentified paleontological sites are present beneath the site. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-54 Environmental Evaluation The LACM indicated that no vertebrate fossil localities have been recorded on the site, but they have been found nearby from the same sedimentary units that occur as subsurface deposits in the vicinity of the Project Site. These consist of younger terrestrial Quaternary Alluvium, with older terrestrial Quaternary sediments occurring at various depths as part of the general floodplain of the Santa Ana River, which is located approximately 2.3 miles east of the Project Site. These younger Quaternary deposits typically do not contain significant vertebrate fossils in the uppermost layers, but a vertebrate fossil locality, LACM 1652, located along Rio Vista Avenue south of Lincoln Avenue, approximately 3.5 miles northeast of the Project Site, produced a fossil specimen of sheep, Ovis. As described in Appendix B, Cultural Records Search for the Hilton Garden Inn and Home2 Suites Project, Anaheim, Orange County, California, the closest vertebrate fossil locality in older Quaternary sediments is LACM 4943, which produced a specimen of fossil horse, Equus, at a depth of 8 to 10 feet below the surface. It is situated just east of locality LACM 1652 along Fletcher Avenue, east of Glassell Street and east of the Santa Ana River. Grading or very shallow excavations in the uppermost few feet of the younger Quaternary alluvial sediments of the Project Site are unlikely to uncover significant fossil vertebrate remains. Deeper excavations at the Project Site that extend down into older deposits, however, may encounter significant vertebrate fossils. Development of the Proposed Project is not expected to uncover any paleontological resources. However, there is the possibility that paleontological resources exist at subsurface levels and the uncovering of such resources could occur during excavation activities. Therefore, there is the potential that grading and excavation activities related to the development of the Proposed Project could result in the disturbance of undiscovered paleontological resources, thereby resulting in a potentially significant impact. Potential effects to unknown resources would be reduced to less than significant levels through the implementation of MM 13-1 listed below. Mitigation Program MM 13-1 Prior to issuance of each grading permit, the property owner/developer shall submit a letter identifying the certified paleontologist that has been hired to ensure that the following actions are implemented. a. The paleontologist must be present at the pre-grading conference in order to establish procedures to temporarily halt or redirect work to permit the sampling, identification, and evaluation of fossils if potentially significant paleontological resources are uncovered. If artifacts are uncovered and found to be significant, the paleontological observer shall determine appropriate actions in cooperation with the property owner/developer for exploration and/or salvage. b. Specimens that are collected prior to or during the grading process will be donated to an appropriate educational or research institution. c. Any paleontological work at the site shall be conducted under the direction of the certified paleontologist. If any fossils are discovered during grading operations when the paleontological monitor is not present, grading shall be diverted around the area until the monitor can survey the area. (ARSP EIR 340 MM 5.4-2) Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-55 Environmental Evaluation XIV. POPULATION AND HOUSING Question A: Would the project induce substantial population growth in an area, either directly (for example, by proposing new homes and businesses) or indirectly (for example, through extension of roads or other infrastructure)? Less Than Significant Impact. EIR 340 assumed and evaluated that future development on the Project Site would include development of up to 220 hotel rooms. However, the Proposed Project proposes 223 hotel rooms in addition to the existing 101-room Holiday Inn Express that would remain. However, as stated in Section 1.0, for purposes of the proposed General Plan Amendment and Specific Plan Amendment, the Proposed Project has been analyzed for up to 345 rooms. Therefore, using 345 rooms would result in an increased density of an additional 108 rooms and a generation factor of 0.90 employees per hotel or motel room used in EIR 340, implementation of the Proposed Project would generate approximately 97 employment positions. The Proposed Project would not include development of dwelling units; therefore, it would not result in a direct increase in population. The generation of new employment positions has the potential to indirectly result in new households, thereby indirectly increasing population. Based on a factor identified in EIR 340 that approximately 13.3 percent of new hotel and motel employees would choose to relocate into the City of Anaheim, approximately 13 employees would move their residences to Anaheim, resulting in a need for 13 dwelling units. Assuming 1 employee per household and an average of 3.1 persons per household, the new households would result in approximately 40 new residents. This growth is consistent with the growth evaluated in the EIR 340 and the increase in housing demand and population generation is well within the projections for the City and County. These nominal increases are not expected to create a major demand for goods and services in the City or to induce additional growth. Additionally, the Proposed Project does not involve the extension of roads or other infrastructure which would induce indirect growth. Impacts would be less than significant, and no mitigation is required. Question B: Would the project displace substantial numbers of existing housing, necessitating the construction of replacement housing elsewhere? Question C: Would the project displace substantial numbers of people, necessitating the construction of replacement housing elsewhere? No Impact. As stated in Section 2.2, Existing Project Site Conditions, the Proposed Project would demolish an existing hotel and associated surface parking. There are no residents that would be displaced by the Proposed Project. Furthermore, implementation of the Proposed Project would not require the construction of replacement housing elsewhere. No impacts would occur, and no mitigation is required. Mitigation Program No mitigation is required. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-56 Environmental Evaluation XV. PUBLIC SERVICES Question A: Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: Fire Protection? Less Than Significant Impact. The City of Anaheim Fire Department (Fire Department) is a full- service organization designed to provide essential public safety and emergency services to the community and its visitors. Currently 11 engines, 5 trucks, 2 battalion chiefs, and 2 medic units (assigned to the Disneyland Resort) are staffed daily by 66 members from 12 fire stations. Please refer to Table 21, City of Anaheim Fire Services Facilities, for a summary of the Fire Protection resources in the City of Anaheim. The Fire Department operates a 3-shift system and has established a minimum staffing of 66 suppression personnel per shift, per day, at least 95 percent of the time. This includes 2 battalion chiefs and the personnel assigned, under contract, to the Disneyland Resort. The Fire Department maintains a minimum of 4 firefighters on 12 front-line companies and 3 firefighters on four front-line companies (Anaheim 2013b and Hogue 2017a). The Fire Department has adopted and follows the expectations of the National Incident Management System (NIMS), a program used in the United States to coordinate emergency preparedness and incident management among various federal, State, and local agencies (Anaheim 2013b and Hogue 2017a). TABLE 21 CITY OF ANAHEIM FIRE SERVICES FACILITIES Station Station Address Equipment Downtown Station 1 500 East Broadway Street Paramedic Engine 1, Truck 1, and Ambulance 1 Brookhurst Station 2 2141 West Crescent Avenue Paramedic Engine 2 and Truck 2 Resort Station 3 1717 South Clementine Street Paramedic Engine 3, Truck 3, Ambulance 3, and USA 3 Orange Station 4 2736 West Orange Avenue Paramedic Engine 4 Kraemer Station 5 1154 North Kraemer Boulevard Paramedic Engine 5 Euclid Station 6 1330 South Euclid Street Paramedic Engine 6, Truck 6, Battalion 2, Ambulance 6, and Hazmat 6 Stadium Station 7 2222 East Ball Road Paramedic Engine 7 and Ambulance 7 Riverdale Station 8 4555 East Riverdale Avenue Battalion 1, Paramedic Truck 8 Anaheim Hills Station 9 6300 East Nohl Ranch Road Paramedic Engine 9 and Ambulance 9 Weir Canyon Station 10 8270 East Monte Vista Road Paramedic Engine 10 Twila Reid Station 11 3078 West Orange Avenue Paramedic Engine 11 and Ambulance 11 Disney Station Located in the Disneyland Resort Paramedic Crews 4-3 and 4-4 USAR: Urban Search and Rescue; Hazmat: hazardous materials unit Source: Anaheim 2014 and Hogue 2017 Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-57 Environmental Evaluation Fire stations are strategically located to ensure an efficient demand response to all risk hazards and to maintain recommendations for response times (Anaheim 2004a). National response time standards for emergency response requires first engine response within 5 minutes to 90 percent of all incidents and 8 minutes to the remaining 10 percent. The Fire Department also requires a maximum of 10 minutes for truck company response to 100 percent of all incidents (Anaheim 2004b and Hogue 2017a). Current response times average 3 minutes and 37 seconds for all calls (Hogue 2017b). The first responding station to the Project Site is Resort Station 3. The Proposed Project involves the replacement of an existing 108-room hotel with a 223-room hotel. Based on correspondence with Anaheim Fire and Rescue, the Proposed Project would not affect the Fire Department’s ability to maintain acceptable response times. In addition, the Proposed Project would not require the construction of new facilities, the expansion of existing facilities, or additional personnel or equipment to maintain acceptable response times (Hogue 2017). Impacts would be less than significant, and no mitigation is required. Question A: Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: Police Protection? Less Than Significant Impact. Law enforcement and crime prevention services are provided by the Anaheim Police Department (APD). Officers operate out of four stations and patrol an area of 49.7 square miles, divided into four districts (West, Central, South, and East). The police stations are located as follows: Central Station, located at 425 S. Harbor Boulevard; East Station, located at 8201 E. Santa Ana Canyon Road; and, West Station, located at 320 S. Beach Blvd. Police services provided include patrol, investigations, traffic enforcement, traffic control, vice and narcotics enforcement, airborne patrol, crime suppression, community policing, tourist oriented policing, and detention facilities. The APD currently employs approximately 385 sworn officers, a support staff of over 195, and a 4-person Reserve Officer Detail. The ratio of sworn police officers is approximately 1.1 officers per 1,000 population. Based on consultation with the APD (Berger 2017), the Proposed Project would not generate demand for additional staffing. However, funding for any new personnel needed to maintain acceptable service levels would come from the City of Anaheim’s General Fund. Property taxes and other fees assessed for the property would contribute to the General Fund revenues. Existing Police Department facilities would be sufficient to serve the additional demand associated with the Proposed Project along with the existing demand of the area; therefore, a significant impact would not occur related to the construction of law enforcement facilities and no mitigation is required. Question A: Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: Schools? Less Than Significant Impact. As previously stated, the Proposed Project does not involve the construction of new dwelling units. Therefore, direct impacts on the Anaheim City School District Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-58 Environmental Evaluation (ACSD) or the Anaheim Union High School District (AUHSD) are not expected to occur as a result of the Proposed Project. However, development of the Proposed Project could produce an indirect impact, generating a population increase of 40 persons in the City. As detailed in Section 5.13, Population and Housing, of this IS/MND, the potential relocation of employees as a result of the Proposed Project could generate a need for 13 dwelling unit to be constructed within the City limits. It is expected that students generated from this indirect impact would attend the Anaheim City School District (ACSD) and the Anaheim Union High School District (AUHSD). Using current student generation rates used for planning purposes include a rate of 0.3609 student per household for elementary students and 0.07 student per household for junior high and high school students (Pidgen 2010; Oskoui 2010). These generation factors are a combination of the number of students per average residential dwelling unit, which includes all households, even those with no current students. The anticipated Student Generation Rate for the Proposed Project is detailed in Table 22, Student Generation Rates, below. TABLE 22 STUDENT GENERATION RATES School District Dwelling Units Student Generation Rate (students per household) No. of New Students Anaheim City School Districta 13 0.3609 5 Anaheim Union High School Districtb 13 0.07 <1 TOTAL 6 a Pidgen 2010 b Oskoui 2010 Note: Updated student generation rates were not available from either ACSD or AUHSD. Approximately five elementary-aged students and less than one junior high or high school-aged students would be generated as an indirect result of the Proposed Project. As mandated by Senate Bill 50, payment of fees by the Developer would reduce the potential impacts to the ACSD and the AUHSD to less than significant levels and no mitigation is required. Question A: Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: Parks? Less Than Significant Impact. The nearest park is Paul Revere Park, located at 140 W Guinida Lane, approximately 0.20 miles to the northeast of the Project Site, on the eastern side of I-5. As discussed above, the Proposed Project would generate approximately 40 new residents to the City; however, this increase in nominal and would not result in a significant impact to park facilities in the City. The impact would be less than significant and no mitigation is required. Question A: Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-59 Environmental Evaluation acceptable service ratios, response times or other performance objectives for any of the public services: Other Public Facilities? Less Than Significant Impact. Local public services include libraries. The Proposed Project would result in an incrementally higher demand for such services; however, these increases would not represent a significant impact. No impact would occur, and no mitigation would be required. Mitigation Program No mitigation is required; however, the following mitigation measures from MMP 85C would be applicable to the Project: MM 5.12-1 Prior to the approval of each Final Site Plan and issuance of each building permit, the property owner/developer shall submit plans to the Police Department for review and approval for safety, accessibility, crime prevention, and security provisions during both the construction and operative phases 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). MM 5.12-2 Prior to the issuance of each building permit for a parking structure, the property owner/developer shall submit plans to the Police Department for review and approval indicating the provision of closed circuit television monitoring and recording or other substitute security measures as may be approved by the Police Department. Said measures shall be implemented prior to final building and zoning inspections. MM 5.12-3 Ongoing during project operation, the property owner/developer shall provide private security on the premises to maintain adequate security for the entire project subject to review and approval of the Police Department. The use of security patrols and electronic security devices (i.e., video monitors) should be considered to reduce the potential for criminal activity in the area. MM 5.12-4 Prior to issuance of each building permit, the project design shall include parking lots and parking structures with controlled access points to limit ingress and egress if determined to be necessary by the Police Department, and shall be subject to the review and approval of the Police Department. MM 5.12-5 Prior to commencement of structural framing on each parcel or lot, onsite fire hydrants shall be installed and charged by the property owner/developer as required and approved by the Fire Department. MM 5.12-6 Prior to issuance of each grading permit, the property owner/developer shall submit an emergency fire access plan to the Fire Department for review and approval to ensure that service to the site is in accordance with Fire Department service requirements. MM 5.12-7 Prior to issuance of each building permit; to be implemented prior to the final building and zoning inspection, plans shall indicate that all buildings, exclusive of parking structures, shall have sprinklers installed by the property owner/developer Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-60 Environmental Evaluation in accordance with the Anaheim Municipal Code. Said sprinklers shall be installed prior to each final building and zoning inspection. MM 5.12-8 Prior to issuance of each building permit, plans shall be submitted to ensure that development is in accordance with the City of Anaheim Fire Department Standards, including: a. Overhead clearance shall not be less than 14 feet for the full width of access roads. b. Bridges and underground structures to be used for Fire Department access shall be designed to support Fire Department vehicles weighing 75,000 pounds. c. All underground tunnels shall have sprinklers. Water supplies are required at all entrances. Standpipes shall also be provided when determined to be necessary by the Fire Department. d. Adequate off-site public fire hydrants contiguous to the Specific Plan area and onsite private fire hydrants shall be provided by the property owner/developer. The precise number, types, and locations of the hydrants shall be determined during building permit review. Hydrants are to be a maximum of 400 feet apart. e. A minimum residual water pressure of 20 psi shall remain in the water system. Flow rates for public parking facilities shall be set at 1,000 to 1,500 gpm. MM 5.12-9 Prior to issuance of the first building permit, the property owner/developer shall enter into an agreement recorded against the property with the City of Anaheim to pay or cause to be paid their fair share of the funding to accommodate the following, which will serve the Anaheim Resort Specific Plan area: a. One additional fire truck company. b. One additional paramedic company. c. Modifications to existing fire stations to accommodate the additional fire units, additional manpower, equipment and facilities. d. A vehicle equipped with specialty tools and equipment to enable the Fire Department to provide heavy search and rescue response capability. e. A medical triage vehicle/trailer, equipped with sufficient trauma dressings, medical supplies, stretchers, etc., to handle 1,000 injured persons, and an appropriate storage facility. The determination of the allocable share of costs attributable to the property owner/developer shall be based on an apportionment of the costs of such equipment/facilities among property owners/developers in the Hotel Circle Specific Plan Area, the Disneyland Resort Specific Plan Area and the Anaheim Resort Specific Plan Area or the otherwise defined service area, as applicable, depending on the area served. Note: To implement this mitigation measure, the City has adopted the Fire Protection Facilities and Paramedic Services Impact Fee Program. Compliance with this Program by the property owner/developer (per Ordinance No. 5496 and Resolution Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-61 Environmental Evaluation No. 95R-73 dated May 16, 1995) shall satisfy the requirements of this Mitigation Measure, or the City may enter into alternative financing arrangements. MM 5.12-10 Prior to each final building and zoning inspection, the property owner/developer shall place emergency telephone service numbers in prominent locations as approved by the Fire Department. MM .5.12-11 Prior to issuance of each building permit, the property owner/developer shall submit a Construction Fire Protection Plan to the Fire Department for review and approval detailing accessibility of emergency fire equipment, fire hydrant location, and any other construction features required by the Fire Marshal. The property owner/developer shall be responsible for securing facilities acceptable to the Fire Department and hydrants shall be operational with required fire flow. MM 5.12-12 Prior to the approval of each Final Site Plan and prior to the issuance of each building permit, plans shall be reviewed and approved by the Fire Department as being in conformance with the Uniform Fire Code. MM 5.12-13 Prior to the placement of building materials on a building site, an all-weather road shall be provided from the roadway system to and on the construction site and for fire hydrants at all times, as required by the Fire Department. Such routes shall be paved or, subject to the approval of the Fire Department, shall otherwise provide adequate emergency access. Every building constructed must be accessible to Fire Department apparatus. The width and radius of the driving surface must meet the requirements of Section 10.204 of the Uniform Fire Code, as adopted by the City of Anaheim. MM 5.12-14 Prior to approval of building plans, the property owner/developer shall provide written evidence to the satisfaction of the Fire Department that all lockable pedestrian and/or vehicular access gates shall be equipped with “knox box” devices as required and approved by the Fire Department. MM 5.12-15 Prior to approval of on-site water plans, unless each commercial building is initially connected to separate fire services, an unsubordinated covenant satisfactory to the City Attorney’s Office shall be recorded prohibiting any individual sale of buildings until separate fire services are installed in the building(s) subject to the sale. MM 5.12-16 Prior to approval of water improvement plans, the water supply system shall be designed by the property owner/developer to provide sufficient fire flow pressure and storage for the proposed land use and fire protection services in accordance with Fire Department requirements. MM 5.12-17 Prior to issuance of each building permit, the property owner/developer shall provide proof of compliance with Government Code Section 53080 (Schools). MM 5.12-18 Ongoing, the City will work cooperatively with school districts to identify opportunities for new schools and school expansion. MM 5.12-19 Prior to the issuance of a building permit, the property owner/developer shall comply with the Anaheim Municipal Code, Section 17.08.385, Public Library Facilities Services Areas – Payment of Fees Required. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-62 Environmental Evaluation XVI. RECREATION Question A: Would the project increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated? Question B: Would the project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? No Impact. As discussed above in Section XIV, Public Services, no direct increase in demand for City parklands or recreational facilities would result from implementation of the Proposed Project because the Proposed Project would function primarily as a visitor-serving use. While the Project has the potential to indirectly increase the residential base of the city (as detailed above in Section 5.13, Population and Housing), the number of potential new residents associated with the increase in employment positions would be so minor that related impacts to recreational facilities would be less than significant. Further, it is impossible to determine where, within the City, the new residents would choose to locate. The Proposed Project would not create a new significant impact or a substantial increase in the severity of previously identified effects. Mitigation Program No mitigation is required. XVII. TRANSPORTATION/TRAFFIC The following information is based on Appendix H1, 1441 S. Manchester Avenue Hotel Traffic Study, prepared for the Proposed Project by Iteris, Inc. (2017) and Appendix H2, Dual Brand Home 2 Suites & Hilton Garden Inn Hotel Parking Study, prepared for the Proposed Project by Kunzman Associates, Inc. (2018). Question A: Would the project conflict with an applicable plan, ordinance or policy establishing measures of effectiveness for the performance of the circulation system, taking into account all modes of transportation including mass transit and non-motorized travel and relevant components of the circulation system, including but not limited to intersections, streets, highways and freeways, pedestrian and bicycle paths, and mass transit? Following is the analysis of potential impacts to roadway intersections during operation of the Proposed Project. Impacts related to transit, pedestrian, and bicycle paths are discussed below under Threshold “f”. Less Than Significant Impact. The traffic study area for the Proposed Project includes four study intersections, along with the two existing Project driveways and four roadway segments: Intersections • Harbor Boulevard/I-5 Northbound Ramps • Harbor Boulevard/I-5 Southbound Ramps • Harbor Boulevard/Manchester Avenue • Anaheim Boulevard/Manchester Avenue/I-5 Ramps Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-63 Environmental Evaluation Driveways • North Project Driveway/Manchester Avenue • South Project Driveway/Manchester Avenue Roadway Segments • Harbor Boulevard between I-5 Southbound Ramps and Manchester Avenue • Manchester Avenue between Harbor Boulevard and North Project Driveway • Manchester Avenue between South Project Driveway and Alro Way • Disney Way between Clementine Street and I-5 Southbound Off-Ramp Intersection Analysis Methodology The efficiency of traffic operations on a facility is described in terms of level-of-service (LOS). The LOS concept is a measure of average operating conditions at an intersection during an hour. Levels range from A to F, with A representing excellent (free-flow) conditions and F representing extreme congestion. Intersections were analyzed using either (or both) Intersection Capacity Utilization (ICU) and Highway Capacity Manual (HCM) methodologies, and impact criteria was established separately for City of Anaheim, Orange County Transportation Authority (OCTA) Congestion Management Program (CMP), and Caltrans intersections. Intersection Capacity Utilization Method of Analysis The ICU methodology defines LOS at a signalized intersection by the volume‐to‐capacity ratio for the turning movements and intersection characteristics. The ICU value was determined by summing the volume to capacity (V/C) ratio of the critical movements at the intersection, plus a factor for a yellow signal time, and was calculated using a spreadsheet tool. Table 23, Intersection Level-of Service V/C Definitions, presents both the V/C ratio and average delay associated with each LOS grate as well as a qualitative description of intersection operation at that grade. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-64 Environmental Evaluation TABLE 23 INTERSECTION LEVEL‐OF‐SERVICE V/C DEFINITIONS Los Description Signalized Intersection Volume‐To‐ Capacity Ratio (V/C)1 A ‐ Free flowing, virtually no delay. Minimal traffic. < 0.600 ‐ Free flow and choice of lanes. B ‐ Delays are minimal. >0.600 to 0.699 ‐ All cars clear intersection easily. C ‐ Good operation. >0.700 to 0.799 ‐ Delays starting to become a factor but still within acceptable limits. D ‐ Approaching unstable flow. >0.800 to 0.899 ‐ Queues at intersection are quite long but most cars clear intersection on their green signal. ‐ Occasionally, several vehicles must wait for a second green signal. ‐ Congestion is moderate. E ‐ Severe congestion and delay. >0.900 to 0.999 ‐ Most of the available capacity is used. ‐ Many cars must wait through a complete signal cycle to clear the intersection. F ‐ Excessive delay and congestion. > 1.000 ‐ Most cars must wait through more than one on one signal cycle. ‐ Queues are very long and drivers are obviously irritated. Note: 1Source: City of Anaheim General Plan Circulation Element City of Anaheim Criteria As discussed in the Traffic Study, a signalized intersection is deemed significantly impacted and requires mitigation based on an increase in V/C ratio under project conditions, as shown in Table 24, City of Anaheim Intersection Significant Impact Criteria, below. A V/C ratio of 0.90 (LOS D) is the lowest acceptable LOS at intersections. TABLE 24 CITY OF ANAHEIM INTERSECTION SIGNIFICANT IMPACT CRITERIA Plus Project Conditions Project‐Related Increase In V/C Ratio LOS V/C RATIO C 0.701 – 0.800 Equal to or greater than 0.050 D 0.801 – 0.900 Equal to or greater than 0.030 E, F > 0.900 Equal to or greater than 0.010 Source: City of Anaheim Criteria for Preparation of Traffic Impact Studies Highway Capacity Manual (HCM) Methodology HCM 2010 methodology defines the LOS by the average vehicle delay experienced by all vehicles traveling through the intersection. Traffic operation analysis for HCM analysis was completed Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-65 Environmental Evaluation using Synchro software. Current signal timing plans for each intersection were obtained from Caltrans for previous study and were applied to the HCM analysis for both with and without project scenarios. Table 25, Intersection Level-of-Service Delay Definitions, below presents the average delay associated with each LOS grade as well as a qualitative description of intersection operations at that grade. TABLE 25 INTERSECTION LEVEL‐OF‐SERVICE DELAY DEFINITIONS Los Description Signalized Intersection Delay (Seconds)1 Unsignalized Intersection Delay (Seconds)1 A ‐ Free flowing, virtually no delay. < 10 < 10 ‐ Minimal traffic. B ‐ Free flow and choice of lanes. >10 and < 20 >10 and < 15 ‐ Delays are minimal. ‐ All cars clear intersection easily. C ‐ Good operation. >20 and < 35 >15 and < 25 ‐ Delays starting to become a factor but still within acceptable limits. D ‐ Approaching unstable flow. >35 and < 55 >25 and < 35 ‐ Queues at intersection are quite long but most cars clear intersection on their green signal. ‐ Occasionally, several vehicles must wait for a second green signal. ‐ Congestion is moderate. E ‐ Severe congestion and delay. >55 and < 80 >35 and < 50 ‐ Most of the available capacity is used. ‐ Many cars must wait for a complete signal cycle to clear the intersection. F ‐ Excessive delay and congestion. > 80 > 50 ‐ Most cars must wait through more than one on one signal cycle. ‐ Queues are very long and drivers are obviously irritated. Note: 1Source: Highway Capacity Manual 2010 Roadway Segment Analysis Methodology Roadway segment analysis methodology uses the V/C ratio based on average daily traffic (ADT) and arterial segment daily capacity. Table 26, Roadway Segment Level of Service V/C Definitions, below presents the V/C ratio associated with each LOS grade as well as a qualitative description of intersection operations at that grade. Table 27, Arterial Daily Segment Capacity, presents the daily capacity assumptions by roadway facility type. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-66 Environmental Evaluation TABLE 26 ROADWAY SEGMENT LEVEL OF SERVICE V/C DEFINITIONS Level of Service (LOS) Level of Service Description Signalized Intersection Volume-to-Capacity Ratio (V/C) A • Free flowing, virtually no delay • Minimal traffic < 0.600 B • Free flow and choice of lanes. • Delays are minimal. • All cars can clear intersection easily. >0.600 to 0.699 C • Good operation. • Delays starting to become a factor but still within acceptable limits. >0.700 to 0.799 D • Approaching unstable flow. • Queues at intersection are quite long but most cars clear intersection on their green signal. • Occasionally, several vehicles must wait for second green signal. • Congestion is moderate. >0.800 to 0.899 E • Severe congestion and delay. • Most of the available capacity is used. • Many cars must wait through a complete signal cycle to clear the intersection. >0.900 to 0.999 F • Excessive delay and congestion. • Most cars must wait through more than one on one signal cycle. • Queues are very long and drivers are obviously irritated. >1.000 Source: Iteris 2017 TABLE 27 ARTERIAL SEGMENT DAILY CAPACITY Facility Type Daily Capacity (Vehicles/Delay) 8 lanes divided <10.0 6 lanes divided >10.0 and <15.0 4 lanes divided >15.0 and <25.0 4 lanes undivided >25.0 and <35.0 2 lanes undivided >35.0 and <50.0 8 lanes divided >50.0 Source: Iteris 2017. The current performance standard adopted by the City of Anaheim for the study area roadway segments is LOS C or better (V/C ≤ 0.800) at the daily level. If the roadway segment is operating at LOS D or worse, a peak hour link LOS analysis will be conducted to determine if significant impacts must be addressed. The City of Anaheim applies a methodology which determines the level of service under peak hour traffic volumes on deficient daily segments. The peak hour link analysis determines directional AM and PM peak hour V/C ratios for each link that exceeds the daily LOS threshold. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-67 Environmental Evaluation The peak hour capacity is determined by using Equation 18‐15 of HCM 2010, multiplying the mid‐ block number of lanes for each direction by a lane capacity of 1,900 vehicles per hour, then multiplied by the percentage of green time at the controlling signalized intersection for that arterial segment. The percentage of green time is estimated by dividing the directional V/C ratios by the total V/C ratio at signalized intersections along the arterial segment. If the V/C ratio of the arterial segment under peak hour conditions is LOS E or F, improvements should be considered to improve the segment to an acceptable LOS. This methodology is consistent with the Anaheim Resort Specific Plan (EIR 340). Orange County Congestion Management Plan Criteria The OCTA adopted the CMP for Orange County. Harbor Boulevard is listed as one of the CMP Highway System (CMPHS) roadways. The CMP also includes two intersections which are included in Appendix H1, 1441 S. Manchester Avenue Hotel Traffic Study: • Harbor Boulevard at I-5 Northbound Ramps; and • Harbor Boulevard at I-5 Southbound Ramps. The CMP establishes a target LOS E or better for CMP roadways and intersections. An increase in V/C ratio greater than 0.10 over the base condition at roadways and intersections that operate or are forecast to operate at LOS F are considered not in compliance with CMP LOS objectives and require mitigation or a deficiency plan. Existing Conditions Existing AM and PM peak period intersection turning movement count data and daily roadway segment count data were obtained for weekday conditions during February 2017. All intersections were analyzed using ICU methodology, and additional HCM analyses were completed for the three freeway ramp terminals and the two unsignalized driveways for the Proposed Project. Table 28, Existing Intersection ICU LOS, summarizes the existing V/C ratio and LOS using the ICU methodology at all signalized study intersections. All four intersections are currently operating at LOS A during the AM and PM peak hours. Table 28, summarizes the existing HCM LOS analysis results. Based on the values presented in Table 29, Existing Intersection HCM LOS, all five study intersections are currently operating at an acceptable LOS D or better during the AM and PM peak hours. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-68 Environmental Evaluation TABLE 28 EXISTING INTERSECTION ICU LOS # Intersection Location Existing AM Peak Hour PM Peak Hour V/C LOS V/C LOS 1 Harbor Boulevard/I‐5 Northbound Ramps1 0.53 A 0.51 A 2 Harbor Boulevard/I‐5 Southbound Ramps1 0.26 A 0.33 A 3 Harbor Boulevard/Manchester Avenue 0.34 A 0.40 A 4 Anaheim Boulevard/Manchester Avenue/I‐5 Ramps 0.46 A 0.55 A 1 Congestion Management Program (CMP) intersection Note: The driveways for the Proposed Project are unsignalized intersections, and not included by ICU methodology. The driveways for the Proposed Project are only analyzed using HCM methodologies. Source: Iteris 2017. TABLE 29 EXISTING INTERSECTION HCM LOS # Intersection Location Control1 Existing AM Peak Hour PM Peak Hour V/C LOS V/C LOS 1 Harbor Boulevard / I‐5 Northbound Ramps Signalized 26.0 C 13.1 B 2 Harbor Boulevard / I‐5 Southbound Ramps Signalized 6.9 A 8.3 A 4 Anaheim Boulevard/Manchester Avenue/I‐5 Ramps Signalized 38.1 D 46.7 D 5 Manchester Avenue/North Project Driveway Unsignalized 9.7 A 11.3 B 6 Manchester Avenue/South Project Driveway Unsignalized 10.1 B 10.0 B 1 For unsignalized intersections, delay and LOS of worst movement is reported. Source: Iteris 2017. The roadway segment LOS analysis was completed for the ADT for existing conditions. Table 30, Existing Roadway Segment LOS, summarizes the roadway segment ADT volume, segment configuration, segment capacity, V/C ratio, and daily LOS. All roadway segments are currently operating at LOS A. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-69 Environmental Evaluation TABLE 30 EXISTING ROADWAY SEGMENT LOS # Intersection Location Mid‐ Block Lanes Total Capacity Existing ADT V/C LOS Deficient? 1 Harbor Boulevard between I‐5 Southbound Ramps and Manchester Avenue 6D 56,300 32,100 0.570 A No 2 Manchester Avenue between Harbor Boulevard and North Project Driveway 2D 18,750 5,600 0.299 A No 3 Manchester Avenue between South Project Driveway and Alro Way 2D 18,750 4,400 0.235 A No 4 Disney Way between Clementine Street and I‐5 SB Off‐Ramp 6D 56,300 7,600 0.135 A No Source: Iteris 2017. Trip Generation Using the Resort Hotel weekday trip generation rates, as presented in Table 31, Resort Hotel Weekday Trip Generation Rates, below, the Proposed Project is forecast to generate 33 new AM peak hour trips, 28 new PM peak hour trips and 425 new weekday daily trips (refer to Table 32, Proposed Project Trip Generation). The trip generation for the Proposed Project takes into account the demolition of the Quality Inn & Suites and subtracts its 372 daily trips from the Proposed Project trip generation of 797. Therefore, the net trips generated by the Proposed Project is 425 daily trips. TABLE 31 RESORT HOTEL WEEKDAY TRIP GENERATION RATES Land Use Unit Am Peak Hour Pm Peak Hour Daily In Out Total In Out Total Anaheim Resort Hotel Rooms 0.15 0.13 0.28 0.13 0.11 0.24 3.54 Source: Iteris 2017. TABLE 32 PROPOSED PROJECT TRIP GENERATION Land Use Qty. Unit1 AM Peak Hour PM Peak Hour Daily In Out Total In Out Total Quality Inn & Suites (Demolish) 105 Rooms -16 -14 -30 -14 -12 -26 -372 Proposed Hotel 225 Rooms 34 29 63 29 25 54 797 Net Project Trips Generated2 18 15 33 15 13 28 425 1 Rooms = number of hotel rooms. 2 Net Project Trips Generated = Proposed Hotel Trips – Existing Hotel Trips Source: Iteris 2017. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-70 Environmental Evaluation The City of Anaheim has an allowance for 20 percent of the square footage of hotel rooms to be used for meeting and retail space. Any additional square footage of space requires the addition of ancillary trips to the site. Based on this information, the Proposed Project’s square footage of retail space does not exceed the 20 percent allotment for resort hotel trip generation and additional trips do not need to be added to the trip determination. Exhibit 13, Project Trip Distribution Percentages, presents the traffic distribution pattern for the Proposed Project. Institute of Transportation Engineers (ITE) trip generation rates were adopted for those cumulative project hotels with the absence of a traffic impact analysis. A summary of the rates for weekdays are summarized below in Table 33, ITE Weekday Trip Generation Rates. TABLE 33 ITE WEEKDAY TRIP GENERATION RATES ITE Land Use (Code) Rooms AM Peak Hour PM Peak Hour Daily In Out Total In Out Total Resort Hotel (330) Rooms 0.22 0.09 0.31 0.18 0.24 0.42 8.17 Hotel (310) Rooms 0.31 0.22 0.53 0.31 0.29 0.60 8.17  ITE Land Use 330 (Resort Hotel) does not contain data for weekday daily trips; therefore, ITE Land Use 300 (hotel) rates were used. ITE: Institute of Transportation Engineers Source: Iteris 2017. Impact Analysis Existing Conditions. As discussed previously and shown in Table 28 and Table 30, all four study intersections and key roadway segments are currently operating at acceptable levels of service. Existing Conditions Plus Project. This scenario represents existing traffic volumes plus trips generated by the Proposed Project. As shown in Table 34, Existing Plus Project Intersection ICU LOS, all four study intersections are forecast to continue to operate at an acceptable LOS A or better during both the AM and PM peak hours with the addition of traffic generated by the Proposed Project to existing traffic volumes. Project Trip Distribution Percentages Exhibit 13 Hilton Garden Inn and Home2 Suites Project (12/12/2017 MMD) R:\Projects\ANA\3ANA009106\Graphics\ex_TripDistribution_Percentage.pdf D: \ P r o j e c t s \ A n a h e i m \ J 0 0 9 1 0 6 \ G R A P H I C S \ e x _ T r i p D i s t r i b u t i o n _ P e r c e n t a g e . a i Source: Iteris, Inc. 2017 CityofAnaheim1441S.ManchesterAvenueHotelTrafficStudyFinal    /ƚĞƌŝƐ͕/ŶĐͮ͘ϭϳ dĂďůĞϰͲϰ͗/dtĞĞŬĚĂLJdƌŝƉ'ĞŶĞƌĂƚŝŽŶZĂƚĞƐ>ĂŶĚhƐĞZŽŽŵƐDWĞĂŬ,ŽƵƌWDWĞĂŬ,ŽƵƌĂŝůLJ/ŶKƵƚdŽƚĂů/ŶKƵƚdŽƚĂůZĞƐŽƌƚ,ŽƚĞůϭ;ϯϯϬͿZŽŽŵƐϬ͘ϮϮϬ͘ϬϵϬ͘ϯϭϬ͘ϭϴϬ͘ϮϰϬ͘ϰϮϴ͘ϭϳ,ŽƚĞů;ϯϭϬͿZŽŽŵƐϬ͘ϯϭϬ͘ϮϮϬ͘ϱϯϬ͘ϯϭϬ͘ϮϵϬ͘ϲϬϴ͘ϭϳϭ/d>ĂŶĚhƐĞϯϯϬ;ZĞƐŽƌƚ,ŽƚĞůͿĚŽĞƐŶŽƚĐŽŶƚĂŝŶĚĂƚĂĨŽƌǁĞĞŬĚĂLJĚĂŝůLJƚƌŝƉƐ͖ƚŚĞƌĞĨŽƌĞ/d>ĂŶĚhƐĞϯϬϬ;,ŽƚĞůͿƌĂƚĞƐǁĞƌĞƵƚŝůŝnjĞĚ͘  4.2TripDistribution WĞĂŬŚŽƵƌĂŶĚĚĂŝůLJƚƌŝƉĚŝƐƚƌŝďƵƚŝŽŶƉĞƌĐĞŶƚĂŐĞƐĨŽƌƚŚĞƉƌŽƉŽƐĞĚWƌŽũĞĐƚǁĞƌĞĚĞǀĞůŽƉĞĚďĂƐĞĚŽŶŐĞŶĞƌĂů ĂƌĞĂƚƌĂĨĨŝĐƉĂƚƚĞƌŶƐĂŶĚƚƌŝƉĚŝƐƚƌŝďƵƚŝŽŶƉĂƚƚĞƌŶƐĨƌŽŵƐŝŵŝůĂƌǀĞŶƵĞƐǁŝƚŚŝŶƚŚĞƐƚƵĚLJĂƌĞĂ͘dŚĞĚŝƐƚƌŝďƵƚŝŽŶ ƉĞƌĐĞŶƚĂŐĞƐĚĞǀĞůŽƉĞĚĨŽƌƚŚĞƉƌŽƉŽƐĞĚŚŽƚĞůŝƐƐŚŽǁŶŝŶ&ŝŐƵƌĞϰͲϭ͘dŚĞŶĞƚǁĞĞŬĚĂLJƉĞĂŬŚŽƵƌƉƌŽũĞĐƚƚƌŝƉ ĂƐƐŝŐŶŵĞŶƚƐĂƌĞƐŚŽǁŶŝŶ&ŝŐƵƌĞϰͲϮ͘ &ŝŐƵƌĞϰͲϭ͗WƌŽũĞĐƚdƌŝƉŝƐƚƌŝďƵƚŝŽŶWĞƌĐĞŶƚĂŐĞƐ   Study Intersection Proposed Hotel Site AM/PM Percent of Project Trips Percent of Project Trips In Percent of Project Trips Out Project Site Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-71 Environmental Evaluation TABLE 34 EXISTING PLUS PROJECT INTERSECTION ICU LOS # Intersection Location Existing Existing Plus Project ∆ IN V/C Significant Impact? AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour V/C LOS V/C LOS V/C LOS V/C LOS 1 Harbor Boulevard/I‐5 Northbound Ramps1 0.53 A 0.51 A 0.53 A 0.51 A 0.00 0.00 No No 2 Harbor Boulevard/I‐5 Southbound Ramps1 0.26 A 0.33 A 0.26 A 0.33 A 0.00 0.00 No No 3 Harbor Boulevard/Manchester Avenue 0.34 A 0.40 A 0.35 A 0.41 A 0.01 0.00 No No 4 Anaheim Boulevard/Manchester Avenue/I‐5 Ramps 0.46 A 0.55 A 0.46 A 0.55 A 0.00 0.00 No No 1 Congestion Management Program (CMP) intersection Note: The driveways for the Proposed Project are unsignalized intersections, and not included by ICU methodology. The Proposed Project’s driveways are only analyzed using HCM methodologies. Source: Iteris 2017. Table 35, Existing Plus Project Intersection HCM LOS, summarizes the existing plus project LOS conditions for the Caltrans intersections and the Proposed Project’s driveways. As shown in Table 35, the five study intersections are projected to operate at LOS D or better in both AM and PM peak hour. TABLE 35 EXISTING PLUS PROJECT INTERSECTION HCM LOS # Intersection Location Control Existing Existing Plus Project Deficient LOS? AM Peak PM Peak AM Peak PM Peak Hour Hour Hour Hour Delay LOS Delay LOS Delay LOS Delay LOS 1 Harbor Blvd/I‐5 NB Ramps Signalized 26.0 C 13.1 B 26.0 C 13.1 B No 2 Harbor Blvd/I‐5 SB Ramps Signalized 6.9 A 8.3 A 6.9 A 8.3 A No 4 Anaheim Blvd/Manchester Ave/I‐ 5 Ramps Signalized 38.1 D 46.7 D 38.2 D 46.9 D No 5 Manchester Ave/North Project Driveway Unsignalized 9.7 A 11.3 B 10.1 B 11.1 B No 6 Manchester Ave/South Project Driveway Unsignalized 10.1 B 10.0 B 9.9 A 9.9 A No Note: For unsignalized intersections, delay and LOS of worst movement is reported. Source: Iteris 2017. As shown in Table 36, Existing Plus Project Roadway Segment ADT LOS, the four key roadway segments are forecasted to continue to operate at an acceptable LOS A on a daily basis with the addition of traffic generated by the Proposed Project to existing traffic volumes. Therefore, Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-72 Environmental Evaluation development of the Proposed Project would not create a significant impact related to traffic in the Existing Plus Project scenario. No mitigation is required. TABLE 36 EXISTING PLUS PROJECT ROADWAY SEGMENT ADT LOS Roadway Segment Mid‐ Block Lanes Total Capacity Existing Existing Plus Project ADT V/C LOS Deficient ? ADT V/C LOS Deficient ? ∆ in V/C Impact ? 1 Harbor Blvd between I‐ 5 Southbound Ramps and Manchester Ave 6D 56,300 32,100 0.570 A No 32,200 0.572 A No 0.00 No 2 Manchester Ave between Harbor Blvd and North Project Driveway 2D 18,750 5,600 0.299 A No 5,800 0.309 A No 0.01 No 3 Manchester Ave between South Project Driveway and Alro Way 2D 18,750 4,400 0.235 A No 4,700 0.251 A No 0.02 No 4 Disney Way between Clementine St and I‐5 SB Off‐Ramp 6D 56,300 7,600 0.135 A No 7,900 0.140 A No 0.01 No Source: Iteris 2017. Opening Year 2018 Plus Project Conditions. The Opening Year 2018 Plus Project Conditions represents opening year traffic volumes based on existing traffic volumes, an ambient growth rate, and the added trips from the cumulative projects within the study area, with the addition of the Proposed Project. Based on Appendix H1, 1441 S. Manchester Avenue Hotel Traffic Study, nine cumulative projects were used, all located within The Anaheim Resort. A description and location of each of these 9 Projects is provided in Appendix H1, 1441 S. Manchester Avenue Hotel Traffic Study. As shown in Table 37, Opening Year Plus Project Intersection ICU LOS, all four study intersections are forecast to continue to operate at an acceptable LOS A or better during both the AM and PM peak hours with the addition of traffic generated by the Proposed Project to Opening Year 2018 traffic volumes. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-73 Environmental Evaluation TABLE 37 OPENING YEAR PLUS PROJECT INTERSECTION ICU LOS # Intersection Location Opening Year Without Project Opening Year With Project ∆ IN V/C Significant Impact? AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour V/C LOS V/C LOS V/C LOS V/C LOS 1 Harbor Blvd/I‐5 NB Ramps1 0.54 A 0.54 A 0.55 A 0.53 A 0.00 0.00 No No 2 Harbor Blvd/I‐5 SB Ramps1 0.26 A 0.34 A 0.26 A 0.34 A 0.00 0.00 No No 3 Harbor Blvd/Manchester Ave 0.35 A 0.43 A 0.36 A 0.44 A 0.01 0.00 No No 4 Anaheim Blvd/Manchester Ave/I‐5 Ramps 0.47 A 0.56 A 0.47 A 0.56 A 0.00 0.00 No No 1 Congestion Management Program (CMP) intersection Note: The driveways for the Proposed Project are unsignalized intersections, and not included by ICU methodology. The Proposed Project’s driveways are only analyzed using HCM methodologies. Source: Iteris 2017. Table 38, Opening Year Plus Project Intersection HCM LOS, summarizes the Opening Year Plus Project LOS conditions for the Caltrans intersections and the Proposed Project’s driveways. As shown in Table 39, the five study intersections are projected to operate at LOS D or better in both AM and PM peak hour. TABLE 38 OPENING YEAR PLUS PROJECT INTERSECTION HCM LOS # Intersection Location Control Opening Year Without Project Opening Year With Project Deficient LOS? AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour Delay LOS Delay LOS Delay LOS Delay LOS 1 Harbor Blvd / I‐5 NB Ramps Signalized 28.2 C 13.9 B 28.2 C 13.9 B No 2 Harbor Blvd / I‐5 SB Ramps Signalized 6.9 A 8.4 A 6.9 A 8.4 A No 4 Anaheim Blvd/Manchester Ave/I‐5 Ramps Signalized 40.1 D 49.6 D 40.2 D 49.8 D No 5 Manchester Ave/North Project Driveway Unsignalized 9.9 A 11.2 B 10.5 B 12.1 B No 6 Manchester Ave/South Project Driveway Unsignalized 10.2 B 10.2 B 9.9 A 10.1 B No Note: For unsignalized intersections, delay and LOS of worst movement is reported. Source: Iteris 2017. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-74 Environmental Evaluation As shown in Table 38, Opening Year Plus Project Roadway Segment ADT LOS, the four key roadway segments are forecasted to continue to operate at an acceptable LOS A on a daily basis with the addition of traffic generated by the Proposed Project to the Opening Year 2018 conditions with the exception of the Harbor Boulevard between I-5 Southbound Ramps and Manchester Avenue segment which would operate at an acceptable LOS B in both AM and PM peak hour. Therefore, development of the Proposed Project would not create a significant impact related to traffic in the Opening Year 2018 Plus Project scenario. No mitigation is required. TABLE 39 OPENING YEAR PLUS PROJECT ROADWAY SEGMENT ADT LOS Roadway Segment Mid‐ Block Lanes Total Capacity Opening Year Without Project Opening Year With Project ∆ in V/C Impact ? Defici ent Deficie nt ADT V/C LOS ? ADT V/C LOS ? 1 Harbor Blvd between I‐5 SB Ramps and Manchester Ave 6D 56,300 35,800 0.636 B No 35,900 0.638 B No 0.002 No 2 Manchester Ave between Harbor Blvd and North Project Driveway 2D 18,750 7,300 0.389 A No 7,500 0.400 A No 0.011 No 3 Manchester Ave between South Project Driveway and Alro Way 2D 18,750 6,100 0.325 A No 6,400 0.341 A No 0.016 No 4 Disney Way between Clementine St and I‐5 SB Off‐ Ramp 6D 56,300 13,700 0.243 A No 14,000 0.249 A No 0.005 No Source: Iteris 2017. General Plan Buildout Year 2035 Plus Project. General Plan Buildout Year 2035 Conditions were performed based on post-processed volumes developed from the Anaheim Traffic Analysis Model (ATAM). Project trips were then added to the General Plan Buildout Year 2035 condition. As shown in Table 40, General Plan Build Out Year Plus Project Intersection ICU LOS, all four study intersections are forecast to operate at an acceptable LOS D or better during both the AM and PM peak hours with the addition of traffic generated by the Proposed Project to General Plan Buildout Year 2035 traffic volumes. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-75 Environmental Evaluation TABLE 40 GENERAL PLAN BUILD OUT YEAR PLUS PROJECT INTERSECTION ICU LOS # Intersection Location General Plan Build Out Year Without Project General Plan Build Out Year With Project ∆ IN V/C Significant Impact? AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour V/C LOS V/C LOS V/C LOS V/C LOS 1 Harbor Blvd/I‐5 NB Ramps1 0.81 D 0.90 D 0.81 D 0.90 D 0.00 0.00 No No 2 Harbor Blvd/I‐5 SB Ramps1 0.42 A 0.44 A 0.42 A 0.44 A 0.00 0.00 No No 3 Harbor Blvd/Manchester Ave 0.87 D 0.76 C 0.87 D 0.76 C 0.01 0.00 No No 4 Anaheim Blvd/ Manchester Ave/I‐5 Ramps 0.56 A 0.86 D 0.56 A 0.87 D 0.00 0.00 No No 1 Congestion Management Program (CMP) intersection Note: The driveways for the Proposed Project are unsignalized intersections, and not included by ICU methodology. The Proposed Project’s driveways are only analyzed using HCM methodologies. Source: Iteris 2017. Table 41, General Plan Build Out Year Plus Project Intersection HCM LOS, summarizes the General Plan Buildout Year 2035 Plus Project LOS conditions for the Caltrans intersections and the Proposed Project’s driveways. As shown in Table 42, the three of the five study intersections are projected to operate at LOS D or better in both AM and PM peak hour with the Proposed Project’s traffic in the General Plan Buildout Year 2035 Plus Project scenario. The remaining two intersections (Harbor Boulevard/I-5 Northbound Ramps and Anaheim Boulevard/Manchester Avenue/I-5 Ramps) would operate an LOS F in both the AM and PM peak hour. While multiple intersections are forecast to operate deficiently, the traffic generated by the Proposed Project is not expected to exceed the threshold of significance and no project-related significant impact was identified. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-76 Environmental Evaluation TABLE 41 GENERAL PLAN BUILD OUT YEAR PLUS PROJECT INTERSECTION HCM LOS # Intersection Location Control General Plan Build Out Year Without Project General Plan Build Out Year With Project Deficient Los? Hour Hour Hour Hour Delay LOS Delay LOS Delay LOS Delay LOS 1 Harbor Blvd / I‐5 Northbound Ramps Signalized 31.2 C 95.6 F 31.2 C 95.8 F Yes 2 Harbor Blvd / I‐5 SB Ramps Signalized 20.1 C 9.8 A 20.3 C 9.8 A No 4 Anaheim Blvd/ Manchester Ave/I‐5 Ramps Signalized 42.9 D 106.4 F 43.1 D 106.7 F Yes 5 Manchester Ave/North Project Driveway Unsignalized 21.7 C 26.4 D 31.4 D 29.5 D No 6 Manchester Ave/South Project Driveway Unsignalized 32.1 D 22.6 C 23.6 C 17.7 C No Source: Iteris 2017. As shown in Table 42, General Plan Build Out Year Plus Project Roadway Segment ADT LOS, the four key roadway segments are forecasted to continue to operate at an acceptable LOS C or better on a daily basis with the addition of traffic generated by the Proposed Project to the General Plan Buildout Year 2035 conditions. Therefore, development of the Proposed Project would not create a significant impact related to traffic in the General Plan Buildout Year 2035 Plus Project. No mitigation is required. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-77 Environmental Evaluation TABLE 42 GENERAL PLAN BUILD OUT YEAR PLUS PROJECT ROADWAY SEGMENT ADT LOS Roadway Segment Mid‐ Block Lanes Total Capacity General Plan Build Out Year Without Project General Plan Build Out Year With Project ∆ in V/C Impact ? ADT V/C LOS Deficient ? ADT V/C LOS Deficient ? 1 Harbor Blvd between I‐5 SB Ramps and Manchester Ave 6D 56,300 43,800 0.778 C No 43,900 0.780 C No 0.002 No 2 Manchester Ave between Harbor Blvd and North Project Driveway 4U 25,000 16,000 0.640 B No 16,200 0.648 B No 0.008 No 3 Manchester Ave between South Project Driveway and Alro Way 4U 25,000 17,100 0.684 B No 17,400 0.696 B No 0.012 No 4 Disney Way between Clementine St and I‐5 SB Off‐ Ramp 6D 56,300 10,100 0.179 A No 10,400 0.185 A No 0.005 No Source: Iteris 2017. Parking Evaluation As described in Section 3.0, Project Description, the Proposed Project would provide for a total of 227 parking spaces (27 in the surface lot and 200 in the subterranean parking structure). However, City parking code requires a total of 275 parking spaces, which is a parking deficit of 48 parking spaces. A Parking Study (Appendix H2) was prepared and concluded that based on the observed parking ratio at the existing Holiday Inn Express (0.68 parking spaces per guest room), the Proposed Project will provide an adequate on-site parking supply of 227 parking spaces to accommodate the estimated parking demand of 224 parking spaces. The existing hotels have a reciprocal parking and access agreement, which would continue to be applicable after the construction of the Proposed Project. Both the Holiday Inn Express and the Proposed Project would use valet service, such that only valet attendants would be permitted to park vehicles within the parking structure. No guests would be permitted to self-park within the structure. In addition, the valet parking may use a tandem parking strategy within the structure would provide an additional 28 overflow parking spaces on an as needed basis. Therefore, parking impacts would be less than significant and no mitigation is required. Question B: Would the project conflict with an applicable congestion management program, including, but not limited to level of service standards and travel demand measures, or other standards established by the county congestion management agency for designated roads or highways? No Impact. The analysis presented in the TIA is consistent with the requirements and procedures outlined in the current Orange County CMP. The CMP requires that a traffic impact analysis be conducted for any project generating 2,400 or more daily trips or 1,600 or more daily trips for projects that directly access the CMP Highway System (HS). As noted previously, the Proposed Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-78 Environmental Evaluation Project is forecasted to generate approximately 797 daily trips and thus does not meet the criteria requiring a CMP traffic impact analysis. Question C: Would the project result in a change in air traffic patterns, including either an increase in traffic levels or a change in location that results in substantial safety risks? No Impact. The Project Site is not located near an airport, and the Proposed Project would not change air traffic patterns at the Fullerton Municipal Airport, which is the nearest airport to the Project Site. The Proposed Project would also not directly increase the amount or location of air traffic. There would be no impact, and no mitigation is required. Question D: Would the project substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses? Less Than Significant Impact. Access to the Proposed Project would be provided by two existing full‐access driveways on Manchester Avenue. As shown in Table 36, Existing Plus Project Intersection HCM LOS, the Manchester Avenue/North Project Driveway is forecast to operate at LOS B in the Am peak hour and LOS B in the PM peak hour. The Manchester Avenue/South Project Driveway is projected to operate at LOS A in both the AM and PM peak hours with the Proposed Project. As such, access to the Proposed Project would be adequate. Motorists entering and exiting the Project Site would be able to do so comfortably, safely, and without undue congestion and the impact would be less than significant. Question E: Would the project result in inadequate emergency access? No Impact. The Project Site is located along Manchester Avenue, and is not in the vicinity of an established emergency response or evacuation plan. Construction activity would be confined to the Project Site and would not interfere with vehicle movement or emergency access along this roadway. Impacts related to the addition of traffic related to the Proposed Project would be less than significant; therefore, the Proposed Project would not interfere with the movement of emergency vehicles along local roadways. No impact related to inadequate emergency access would occur, and no mitigation is required. Question F: Would the project conflict with adopted policies, plans, or programs regarding public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance of safety of such facilities? No Impact. Pedestrian facilities, including sidewalks, crosswalks, and pedestrian push buttons and indications at signalized intersections, are available in the vicinity of the Project Site. There is a sidewalk adjacent to the Hilton Garden Inn and the surface parking lot; however, the sidewalk ends just north of the Quality Inn & Suites. The Proposed Project would include a landscaped sidewalk along Manchester Avenue that would connect to the existing sidewalk to provide continuous sidewalk to the north and south of the Project Site in order to enhance pedestrian connection and safety adjacent to the Project Site. The Proposed Project would be located near various alternative transportation modes and routes, including transit stops and pedestrian facilities. There is a proposed Class 1 bike path to the south of the Project Site along Disney Way and travels to the east of I-5. (Bike ID 14A, Anaheim 2017). Existing transit service in the vicinity of the Project Site is provided by the OCTA and Anaheim Resort Transit (ART). There are multiple OCTA stops within ¼ mile of the Project Site that provide access to Routes 543, 43, and 83. Route 543 is a BRAVO route and runs north-south along Harbor Boulevard from the Fullerton Transportation Center to Costa Mesa. Route 43 is a Local Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-79 Environmental Evaluation Fixed Route and runs north-south along Harbor Boulevard from Fullerton to Costa Mesa. Route 83 is also a Local Fixed Route and runs from Anaheim to Laguna Hills with stops along Manchester Avenue near the Project Site (OCTA 2017). ART also provides transportation service for residents, employees, and guests of the City of Anaheim and the greater Anaheim Resort area. ART is a fixed-route transportation system that provides service through a network of 20 routes. The Hotel Circle Clementine Line (Routes 6, 7, and 8) is the closest route to the Project Site, running along Manchester Avenue. This route provides service along Manchester Avenue, Katella Avenue, Harbor Boulevard, Disney Way, Clementine Street, Zeyn Street, and Anaheim Boulevard. This route includes stops at the Disneyland Resort Main Transportation Center, and Anaheim GardenWalk (ART 2017). No impacts to alternative transportation are anticipated, and no mitigation is required. Mitigation Program No mitigation is required; however, the following mitigation measures from MMP 85C would be applicable to the Project: MM 5.14-1 Prior to approval of a Final Site Plan for any project forecast to generate 100 or more peak hour trips, as determined by the City Traffic and Transportation Manager utilizing Anaheim Traffic Analysis Model Trip Generation Rates, the property owner/developer shall prepare traffic improvement phasing analyses to identify when the improvements identified in this traffic analysis shall be designed and constructed. MM 5.14-2 Prior to issuance of the first building permit for each building, the property owner/developer shall pay the appropriate Traffic Signal Assessment Fees and Transportation Impact and Improvement Fees to the City of Anaheim in amounts determined by the City Council Resolution in effect at the time of issuance of the building permit with credit given for City-authorized improvements provided by the property owner/developer. The property owner shall also participate in all applicable reimbursement or benefit districts, which have been established. MM 5.14-3 Prior to approval of the first final subdivision map or issuance of the first building permit, whichever occurs first, the property owner/developer shall irrevocably offer for dedication (with subordination of easements), including necessary construction easements, the ultimate arterial highway right(s)-of-way adjacent to their property as shown in the Circulation Element of the Anaheim General Plan. MM 5.14-4 Prior to the final building and zoning inspection, the property owner shall join and financially participate in a clean fuel shuttle program such as the Anaheim Resort Transit system, and shall participate in the Anaheim Transportation Network in conjunction with the on-going operation of the project. The property owner shall also record a covenant on the property that requires participation in these programs ongoing during project operation. The form of the covenant shall be approved by the City Attorney’s Office prior to recordation. MM 5.14-5 Prior to the issuance of grading permits, the property owner/developer shall provide to the City of Anaheim Public Works Department a plan to coordinate rideshare services for construction employees with the Anaheim Transportation Network (ATN) for review and approval and shall implement ATN recommendations to the extent feasible. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-80 Environmental Evaluation MM 5.14-6 Prior to the issuance of each building permit for a hotel development that exceeds 100 rooms per gross acre within the Commercial Recreation (C-R) District (Development Area 1) within the Convention Center (CC) Medium density category, the property owner shall record a covenant on the property requiring that ongoing during project implementation, the property owner/developer shall implement TDM measures sufficient to reduce the actual trip generation from the development to no more than the trips assumed by the City’s traffic model. The form of the covenant shall be approved by the City Attorney’s Office. MM 5.14-7 Ongoing during construction, if the Anaheim Police Department or the Anaheim Traffic Management Center (TMC) personnel are required to provide temporary traffic control services, the property owner/developer shall reimburse the City, on a fair-share basis, if applicable, for reasonable costs associated with such services. MM 5.14-8 Prior to the final building and zoning inspection, the property owner shall record a covenant on the property requiring that ongoing during project implementation, the property owner/developer shall implement and administer a comprehensive Transportation Demand Management (TDM) program for all employees. The form of the covenant shall be approved by the City Attorney’s Office. Objectives of the TDM program shall be: a. Increase ridesharing and use of alternative transportation modes by guests. b. Provide a menu of commute alternatives for employees to reduce project- generated trips. c. Conduct an annual commuter survey to ascertain trip generation, trip origin, and Average Vehicle Ridership. MM 5.14-9 Prior to the final building and zoning inspection, the property owner/developer shall provide to the City of Anaheim Public Works Department for review and approval a menu of TDM program strategies and elements for both existing and future employees’ commute options, and incentives for hotel patrons’ transportation options. These options may include, but are not limited to, the list below. The property owner shall also record a covenant on the property requiring that the approved TDM strategies and elements be implemented ongoing during project operation. The form of the covenant shall be approved by the City Attorney’s Office prior to recordation. a. On-site services. Provide, as feasible and permitted, on-site services such as the food, retail, and other services. b. Ridesharing. Develop a commuter listing of all employee members for the purpose of providing a “matching” of employees with other employees who live in the same geographic areas and who could rideshare. c. Vanpooling. Develop a commuter listing of all employees for the purpose of matching numbers of employees who live in geographic proximity to one another and could comprise a vanpool or participate in the existing vanpool programs. d. Transit Pass. Promote Orange County Transportation Authority (including commuter rail) passes through financial assistance and on-site sales to Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-81 Environmental Evaluation encourage employees to use the various transit and bus services from throughout the region. e. Shuttle Service. Generate a commuter listing of all employees living in proximity to the project, and offer a local shuttle program to encourage employees to travel to work by means other than the automobile. When appropriate, event shuttle service shall also be made available for guests. f. Bicycling. Develop a Bicycling Program to offer a bicycling alternative to employees. Secure bicycle racks, lockers, and showers should be provided as part of this program. Maps of bicycle routes throughout the area should be provided to inform potential bicyclists of these options. g. Guaranteed Ride Home Program. Develop a program to provide employees who rideshare, or use transit or other means of commuting to work, with a prearranged ride home in a taxi, rental car, shuttle, or other vehicle, in the event of emergencies during the work shift. h. Target Reduction of Longest Commute Trip. Promote an incentive program for ridesharing and other alternative transportation modes to put highest priority on reduction of longest employee commute trips. i. Work Shifts. Stagger work shifts. j. Compressed Work Week. Develop a “compressed work week” program, which provides for fewer work days but longer daily shifts as an option for employees. k. Telecommuting. Explore the possibility of a “telecommuting” program that would link some employees via electronic means (e.g., computer with modem). l. Parking Management. Develop a parking management program that provides incentives to those who rideshare or use transit means other than single-occupant auto to travel to work. m. Access. Provide preferential access to high occupancy vehicles and shuttles. n. Financial Incentive for Ridesharing and/or Public Transit. Offer employees financial incentives for ridesharing or using public transportation. Currently, federal law provides tax-free status for up to $65 per month per employee contributions to employees who vanpool or use public transit including commuter rail and/or express bus pools. o. Financial Incentive for Bicycling. Offer employees financial incentives for bicycling to work. p. Special “Premium” for the Participation and Promotion of Trip Reduction. Offer ticket/passes to special events, vacations, etc. to employees who recruit other employees for vanpool, carpool, or other trip reduction programs. q. Incentive Programs. Design incentive programs for carpooling and other alternative transportation modes so as to put highest priority on reduction of longest commute trips. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-82 Environmental Evaluation MM 5.14-10 Prior to approval of each tentative tract or parcel map, the following Street Design Elements shall be shown on each tentative tract or parcel map: a. Street cross-sections, including dimensions, labels, circulation designation (i.e., Resort Secondary) and whether public or private. b. Street grades and vertical alignment. c. Horizontal alignment, including radii, and cul-de-sac radii. MM 5.14-11 Prior to the recordation of a subdivision map or issuance of the first building permit, whichever occurs first, in the event that a parcel is subdivided and there is a need for common on-site circulation and/or parking, prior to recordation of a subdivision map, an unsubordinated covenant providing for reciprocal access and/or parking, as appropriate, approved by the Planning Director or Planning Services Manager, shall be recorded with the Office of the Orange County Recorder. A copy of the recorded covenant shall then be submitted to the Planning Division of the Planning and Department. If the reciprocal access is across parcel lines or if public rights of way are required for reciprocal access; Public Works approval shall be required. MM 5.14-12 Prior to the issuance of the first building permit, the location of any proposed gates across a driveway shall be subject to the review and approval of the City Engineer. Gates shall not be installed across any driveway or private street in a manner which may adversely affect vehicular traffic on the adjacent public streets. Installation of any gates shall conform to the current version of Engineering Standard Detail No. 475. MM 5.14-13 Prior to the issuance of building permits, plans shall show that all driveways shall be constructed with a minimum fifteen (15) foot radius curb returns as required by the City Engineer, unless otherwise approved by the City Engineer. MM 5.14-14 Prior to the issuance of building permits or final map approval, whichever occurs first, security in the form of a bond, certificate of deposit, letter of credit, completion guarantee, or cash, in an amount and form satisfactory to the City Engineer shall be posted with the City to guarantee the satisfactory completion of all engineering requirements of the City of Anaheim, including preparation of improvement plans and installation of all improvements, such as curbs and gutters, sidewalks, water facilities, street grading and pavement, sewer and drainage facilities and other appurtenant work, as required by the City Engineer and in accordance with the specifications on file in the office of the City Engineer, as may be modified by the City Engineer. Installation of said improvements shall occur prior to final building and zoning inspections. MM 5.14-15 Based upon the improvement phasing analysis in the project traffic study, the property owner/developer shall implement traffic improvements as identified in the project traffic study to maintain satisfactory levels of service as defined by the City’s General Plan, based on thresholds of significance, performance standards, and methodologies established by the Orange County Congestion Management Program and the City of Anaheim Traffic Study Guidelines. The improvement phasing analyses will specify the timing, funding, construction, and fair-share responsibilities for all traffic improvements necessary to maintain satisfactory levels of service within the City of Anaheim and surrounding jurisdictions. The property owner/developer shall construct, bond for or enter into a funding agreement for necessary circulation system improvements, as determined by the Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-83 Environmental Evaluation City Traffic and Transportation Manager, unless alternative funding sources have been identified. MM 5.14-16 Prior to approval of a Final Site Plan for any project forecast to generate 100 or more peak hour trips, as determined by the City Traffic and Transportation Manager utilizing Anaheim Traffic Analysis Model Trip Generation Rates, in conjunction with the preparation of any traffic improvement phasing analyses as required in MM 5.14-1, property owners/developers will determine when the intersection improvements shall be constructed, subject to the conditions identified in MM 5.14-1. MM 5.14-17 Prior to approval of a Final Site Plan for any project forecast to generate 100 or more peak hour trips, as determined by the City Traffic and Transportation Manager utilizing Anaheim Traffic Analysis Model Trip Generation Rates, in conjunction with the preparation of any traffic improvement phasing analyses as required in MM 5.14-1, the following actions shall be taken in cooperation with the City of Orange: a. The traffic improvement phasing analysis shall identify any impacts created by the project on facilities within the City of Orange. The fair-share percentage responsibility for mitigating these impacts shall be calculated in this analysis. b. The City of Anaheim shall estimate the cost of the project’s fair-share responsibility in cooperation with the City of Orange. c. The property owner/developer shall pay the City of Anaheim the fair-share cost prior to issuance of a building permit. The City of Anaheim shall hold the amount received in trust, and then, once a mutually agreed upon joint program is executed by both cities, the City of Anaheim shall allocate the fair-share contribution to traffic mitigation programs that result in improved traffic flow at the impacted locations, via an agreement mutually acceptable to both cities. MM 5.14-18 Prior to approval of a Final Site Plan for any project forecast to generate 100 or more peak hour trips, as determined by the City Traffic and Transportation Manager utilizing Anaheim Traffic Analysis Model Trip Generation Rates, in conjunction with the preparation of any traffic improvement phasing analyses as required in MM 5.14-1, and assuming that a regional transportation agency has not already programmed and funded the warranted improvements to the impacted freeway mainline or freeway ramp locations, property owners/developers and the City will take the following actions in cooperation with Caltrans: a. The traffic study will identify the project’s proportionate impact on the specific freeway mainline and/or freeway ramp locations and its fair-share percentage responsibility for mitigating these impacts based on thresholds of significance, performance standards, and methodologies established in the Orange County Congestion Management Program and the City of Anaheim Traffic Study Guidelines. b. The City shall estimate the cost of the project’s fair-share responsibility in cooperation with Caltrans. MM 5.14-19 Prior to the approval of the final subdivision map or issuance of building permits, whichever occurs first, the property owner/developer shall pay the identified fair- Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-84 Environmental Evaluation share responsibility as determined by the City as set forth in MM 5.14-15. The City shall allocate the property owner/developer’s fair-share contribution to traffic mitigation programs that result in improved traffic flow on the impacted mainline and ramp locations, via an agreement mutually acceptable to Caltrans and the City. MM 5.14-20 Prior to the approval of a Final Site Plan, the property owner/developer shall meet with the Traffic and Transportation Manager to determine whether a bus stop(s) is required to be placed adjacent to the property. If a bus stop(s) is required, it shall be placed in a location that least impacts traffic flow and may be designed as a bus turnout or a far side bus stop as required by the Traffic and Transportation Manager and per the approval of the Orange County Transportation Authority (OCTA). MM 5.14-21 Prior to the first final building and zoning Inspection every property owner and/or lessee shall designate an on-site contact that will be responsible for coordinating with the ATN and implementing all trip mitigation measures. The on-site coordinator shall be the one point of contact representing the project with the ATN. The TDM requirements shall be included in the lease or other agreement with all of the project participants. MM 5.14-22 Subsequent to the certification of Final EIR No. 340, and prior to the approval of the first Final Site Plan, if the costs of the identified improvements in the Traffic Study Report for Amendment No. 14 to the Anaheim Resort Specific Plan cannot be covered by the total funding allocation under the existing City fee programs and funding sources, an update of the existing City traffic fee program or other fee programs shall be developed by the City of Anaheim to ensure completion of the recommended improvements. XVIII. TRIBAL CULTURAL RESOURCES Question A: Would the project cause a substantial adverse change in the significance of a Tribal Cultural Resource as defined in §21074? Less Than Significant with Mitigation. Effective July 1, 2015, Assembly Bill (AB) 52 requires meaningful consultation with California Native American Tribes on potential impacts to Tribal Cultural Resources, as defined in Public Resources Code §21074. A tribe must submit a written request to the relevant lead agency if it wishes to be notified of proposed projects in its traditionally and culturally affiliated area. The lead agency must provide written, formal notification to the tribes that have requested it within 14 days of either determining that a project application is complete or deciding to undertake a project. The tribe must respond to the lead agency within 30 days of receipt of the notification if it wishes to engage in consultation on the project, and the lead agency must begin the consultation process within 30 days of receiving the request for consultation. Consultation concludes when one of the following occurs: (1) the parties agree to mitigation measures to avoid a significant effect, if one exists, on a tribal cultural resource or (2) a party, acting in good faith and after reasonable effort, concludes that mutual agreement cannot be reached. AB 52 also addresses confidentiality during tribal consultation in accordance with Public Resources Code §21082.3(c). The City of Anaheim reached out to the three tribes who has requested notification by sending an informational letter on June 19, 2017, describing the Proposed Project and requesting any information regarding resources that may exist on or near the Project Site. The City received a response from one of the three tribes. No response was received from the remaining two tribes Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-85 Environmental Evaluation prior to the close of the 30-day notification period. On June 27, 2017, Andrew Salas, Chairman, Gabrielino Band of Mission Indians – Kizh Nation emailed a letter indicating that the Proposed Project is located within a sensitive area and may cause a substantial adverse change in the significance of their tribal cultural resources. Therefore, to avoid adverse effects to the tribe’s cultural resources, the tribe requests to consult with the City of Anaheim to provide the City with a more complete understanding of the prehistoric use(s) of the Project Site and the potential risks for causing substantial adverse change to the significance of the tribe’s cultural resources. An email, dated July 20, 2017, was sent to the Gabrielino Band of Mission Indians – Kizh Nation from Christine Saunders, Associate Planner, City of Anaheim, to indicate that the request for consultation was received and to initiate phone consultation with the tribe. The City received a letter, dated August 21, 2017, from Andrew Salas, Chairman, Gabrielino Band of Mission Indians – Kizh Nation. The letter is a written request for consultation pursuant to Senate Bill 18 Government Code Section 65352.3. The response indicates that the Proposed Project is located within a sensitive area and may cause a substantial adverse change in the significance of their tribal cultural resources. Therefore, to avoid adverse effects to the tribe’s cultural resources, the tribe requests to consult with the City of Anaheim to provide the City with a more complete understanding of the prehistoric use(s) of the Project Site and the potential risks for causing substantial adverse change to the significance of the tribe’s cultural resources. An email, dated November 16, 2017, was sent to the Gabrielino Band of Mission Indians – Kizh Nation from Christine Saunders, Associate Planner, City of Anaheim. The email indicated that the tribe had requested consultation previously but that no response was received from the tribe when consultation was initiated. The email also provided information to the tribe that the Proposed Project was changed to include two subterranean levels of parking since the original notification was sent. The response further offers consultation with the tribe if requested. Mitigation Program MM 18-1 Prior to the issuance of any grading permit in which native soil is disturbed, the Applicant shall provide written evidence to the Planning Services Manager, that a Native American monitor has been retained to observe grading activities in native sediment and to recover and catalogue tribal cultural resources as necessary. The Native American monitor shall be present at the pre-grade conference, shall establish procedures for tribal cultural resource surveillance, and shall establish, in cooperation with the City, procedures for temporarily halting or redirecting work to permit the sampling, identification, and evaluation of the tribal cultural resource as appropriate. If the tribal cultural resources are found to be significant, the Native American observer shall determine appropriate actions, in cooperation with the County for exploration and/or recovery. XIX. UTILITIES AND SERVICE SYSTEMS Question A: Would the project exceed wastewater treatment requirements of the applicable Regional Water Quality Control Board? Less Than Significant Impact. The City of Anaheim, including the Project Site, is served by a “comprehensive sanitary sewer system and no wastewater is discharged which would impact the quality of surface water or groundwater resources” (Anaheim 2004b). The Proposed Project involves the demolition of an existing 108-room hotel and for evaluation purposes includes development of a 225-room dual branded hotel. The wastewater generated from this use would be conveyed to Orange County Sanitation District’s (OCSD) Reclamation Plant No. 1 in Fountain Valley. No pre-treatment is required for the wastewater from the Proposed Project since the Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-86 Environmental Evaluation proposed land uses would not (1) process any industrial wastewater; (2) involve dewatering or groundwater cleanup; (3) directly discharge sewage effluent; or (4) engage in other activities that would generate wastewater requiring treatment beyond what is provided at OCSD’s Reclamation Plant No. 1. Therefore, implementation of the Proposed Project would not exceed the RWQCB’s wastewater treatment requirements, and related impacts would be less than significant. No mitigation is required. Question B: Would the project require or result in the construction of new water or wastewater treatment facilities (including sewer (waste water) collection facilities) or expansion of existing facilities, the construction of which could cause significant environmental effects? Question E: Would the project result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project's projected demand in addition to the provider's existing commitments? Less Than Significant Impact. The City of Anaheim provides water and wastewater services to the Project Site. Water For purposes of evaluation, the Proposed Project consists of a 225-room dual-brand hotel on a site that is currently developed with a 108-room hotel. The Proposed Project would connect to existing water mains that are serviced by the Anaheim Public Utilities Department (APUD). The Proposed Project would connect to the existing 12-inch water main on Manchester Avenue that fronts the property. The City has indicated that there is adequate water capacity to serve the Proposed Project. Therefore, impacts related to existing water infrastructure would be less than significant, and no mitigation is required. Wastewater The wastewater analysis is based on Appendix I, Sewer Study – 1441 S. Manchester Avenue Hilton Hotel City Project Tracking No. OTH2016-00921, prepared by Psomas (February 2017). According to the draft First Revision to the Combined Central Anaheim Area Master Plan of Sanitary Sewers (CCAAMPSS), the Project Site’s sanitary sewer is currently served by an existing 12-inch vitrified clay pipe (VCP) sewer running along Manchester Avenue and loaded to one manhole, SW086316. The Proposed Project would continue to be discharged to the same location in the 12-inch VCP sewer on Manchester Avenue and would be loaded to the same manhole. The existing and proposed manhole loading with flow generation is summarized in Table 43, Existing and Proposed Manhole Flow Loading, and the existing and proposed flow increases are presented in Table 44, Existing and Proposed Flow Increases Due To Proposed Project. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-87 Environmental Evaluation TABLE 43 EXISTING AND PROPOSED MANHOLE FLOW LOADING Manhole Number Existing/ Proposed Units Flow Factor (gpd/unit) Existing Flow Rate (gpd) Proposed Flow Rate (gpd) Rooms ksf SW086316 Quality Inn & Suites Hotel Existing 108 150 16,200 Total Flow to SW086316 16,200 SW086316 Hilton Hotel Proposed 225 125 28,125 Restaurant Proposed 6.0 1,000 6,000 Retail Space Proposed 5.0 350 1,750 Total Flow to SW086316 35,875 Gpd: gallons per day; ksf: thousand square feet Source: Psomas 2017 TABLE 44 EXISTING AND PROPOSED FLOW INCREASES DUE TO PROPOSED PROJECT Project Parcels Land Use Units Flow Factor (gpd/unit) Existing Flow Rate (gpd) Proposed Flow Rate (gpd) Rooms ksf Existing Average Flow Quality Inn & Suites Hotel Commercial (Hotel) 108 150 16,200 Total Existing Flow 16,200 Proposed Project Average Flow Hilton Hotel Commercial (Hotel) 225 125 28,125 Restaurant Commercial (Hotel) 6.0 1,000 6,000 Retail Space Commercial (Hotel) 5.0 350 1,750 Total Proposed Flow 35,875 Average Flow Increase 19,675 Gpd: gallons per day; ksf: thousand square feet Source: Psomas 2017 Based on the information in the tables above, the Proposed Project would result in an increase in the wastewater flow from the Project Site by 19,675 gpd. This would load manhole SW086316 by the same quantity. The CCAAMPSS evaluated the existing scenario and the buildout system scenario. The existing condition scenario includes the current existing hotel loaded to the 12-inch VCP sewer running along Manchester. In this scenario, the existing condition shows three deficiencies in the northerly Katella Avenue line. In the buildout scenario, there are deficiencies in both the northerly and southerly lines in Katella Avenue. In both scenarios, the northerly Katella Avenue line could actually flow full before it would spill over into the southerly line, it assumed that these lines can exceed the depth-to-diameter ratio of 0.75 for lines 12 inches and larger without causing capacity Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-88 Environmental Evaluation or backflow issues. Because of this, deficiencies in either the northerly or southerly line in Katella Avenue are not deemed problematic. The increased flows resulting from the Proposed Project would not result in a significant impact and could be accommodated with the existing lines. It should be noted that in the First Revision to the CCAAMPSS, the connectivity between these two lines will be analyzed and improved by installing more frequent interties with larger interconnective pipes between manholes in this system. These recommended interties are part of the City’s recommended Capital Improvement Program. Because a less than significant impact would occur related to wastewater, no mitigation is required; however, because of the Project’s location in The Anaheim Resort, the Proposed Project would be required to comply with MM 19-1, requiring participation in the City’s Master Plan of Sewers and related Infrastructure Improvement (Fee) Program. Question C: Would the project require or result in the construction of new storm water drainage facilities or expansion of existing facilities, the construction of which could cause significant environmental effects? Less Than Significant Impact. As discussed previously in Section IX, Hydrology and Water Quality, based on Appendix F, Preliminary Master Drainage & Runoff Management Plan, prepared by Omega Engineering Consultants (2018), the Project Site which includes the Holiday Inn Express and existing surface parking area is approximately 83 percent impervious. As discussed previously in Section IX, Hydrology and Water Quality, the Proposed Project would result in a 0.27 cfs decrease in storm water flow over the existing condition. Although the on-site drainage pattern would be modified, the site would still maintain existing outlet points and drain to the same MS-4. Therefore, because the Proposed Project would follow the same drainage pattern as under existing conditions and due to the reduction in anticipated storm water flow from the Project Site, the Proposed Project would not result in an impact to the capacity of the storm water drainage system. Question D: Would the project have sufficient water supplies available to serve the project (including large-scale developments as defined by Public Resources Code Section 21151.9 and described in Question No. 20 of the Environmental Information Form) from existing entitlements and resources, or are new or expanded entitlements needed? No Impact. According to the City’s General Plan, the City utilizes two primary sources of water supply: groundwater produced from City-owned wells and imported water from the MWD. Based on the City’s 2015 Urban Water Management Plan (UWMP), which reported a baseline water use of 203 gallons per capita day (GPCD) and an estimated 14 new residents as a result of the Proposed Project, water demand for the Proposed Project is calculated to be approximately 2,842 gallons of water per day or 0.008 acre-feet per year (afy). According to the City of Anaheim’s 2015 UWMP, the City would have a projected water demand of 62,050 afy in 2020, 67,065 afy in 2030, and 67,143 afy in 2040 under normal year conditions. Imported water supplies would be available and are expected to be greater than the estimated water demand. The City’s UWMP indicates that the City’s water supply currently has and is expected to continue to have a substantial annual surplus of water. As defined in CEQA Guidelines Section 15155, the Proposed Project is not a residential development of more than 500 dwelling units and would not be considered a water- demand project. Water demand for the Proposed Project would equate to less than one percent of the total water supply. Based on the UWMP, it is not expected that expanded entitlements would be needed to provide water for the site. No impacts would occur, and no mitigation is required. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-89 Environmental Evaluation Question F: Would the project be served by a landfill with sufficient permitted capacity to accommodate the project's solid waste disposal needs? Less Than Significant Impact. Based on a generation factor of 155 pounds per square foot (ppsf) for nonresidential demolition debris (USEPA 1998), demolition of the existing hotel would generate approximately 1,788 tons of demolition debris. To determine construction debris, an average generation rate of 3.89 ppsf was applied to the proposed building square footage of 225,186 sf, resulting in approximately 437 tons of construction debris. Using a solid waste generation rate of 4 pounds per room per day for hotel use, the existing 108-room hotel is generating approximately 432 pounds of solid waste per day (CalRecycle 2013). For purposes of the proposed General Plan Amendment and Specific Plan Amendment, the Project Site has been analyzed for up to 345. The Proposed Project would generate approximately 900 pounds of solid waste per day. OC Waste & Recycling has indicated that Proposed Project solid waste would go to the Frank R. Bowerman (FRB) Landfill located at 11002 Bee Canyon Access Road in Irvine and that adequate capacity is available within the Orange County landfill system to serve the Proposed Project (Arnau 2017). Therefore, a significant impact related to landfill capacity would not result from implementation of the Proposed Project, and no mitigation is required. Question G: Would the project comply with Federal, State, and local statutes and regulations related to solid waste? No Impact. Solid waste practices in California are governed by multiple federal, State, and local agencies that enforce legislation and regulations to ensure that landfill operations minimize impacts to public health and safety and the environment. OC Waste & Recycling is obligated to obtain a Solid Waste Facilities Permit, a Storm Water Discharge Permit, and a permit to construct and operate gas management systems and meet Waste Discharge Requirements. The Local Enforcement Agency, the South Coast Air Quality Management District (SCAQMD), and the California Water Resources Control Board enforce landfill regulations related to health, air quality, and water quality, respectively. The Proposed Project would not inhibit OC Waste & Recycling’s compliance with the requirements of each of these governing bodies, and no impact would occur. Question H: Would the project result in a need for new systems or supplies, or substantial alterations related to electricity? Less Than Significant Impact. Electricity for the Proposed Project would be provided by the APUD’s Electrical Division. The APUD’s distribution system consists of aboveground and underground transmission and distribution lines. In order to facilitate the safe and efficient transfer of electricity to residences and businesses, 12 distribution substations are located throughout the City. APUD has confirmed that it is capable of meeting the future demands generated by the Proposed Project (Keo 2017). Although a significant impact would not occur, adherence to PDF 19-1 would ensure that no impacts would occur. Question I: Would the project result in a need for new systems or supplies, or substantial alterations related to natural gas? Less Than Significant Impact. The Southern California Gas Company (SCGC) currently provides natural gas service to the City of Anaheim, including the Project Site (SCGC 2017). The service would be provided in accordance with SCGC’s policies and extension rules on file with the California Public Utilities Commission. Therefore, a significant impact related to the need for new systems or supplies or substantial alterations related to natural gas would not occur. Although a significant impact would not occur, adherence to PDF 19-1 would ensure that no impacts would occur. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-90 Environmental Evaluation Question J: Would the project result in a need for new systems or supplies, or substantial alterations related to telephone service? Less Than Significant Impact. AT&T currently provides telephone service to the City of Anaheim, including the Project Site (AT&T 2017). Development of the Proposed Project would create an increase in the demand on the telephone service system. Telephone conduits would be installed in joint trenches on the Project Site. Joint trench design would be provided by AT&T once specific development plans become available. Implementation of PDF 19-1 would ensure that no significant impacts would occur related to telephone service provider facilities. Question K: Would the project result in a need for new systems or supplies, or substantial alterations related to television service/reception? Less Than Significant Impact. Spectrum currently provides cable television, high speed internet, and digital telephone service to the Project Site (Patel 2017). The Proposed Project was anticipated during development of the Holiday Inn Garden Express and adequate internet and cable infrastructure was installed to serve both hotels. Adherence to PDF 19-1 would further ensure that a significant impact would not occur. Mitigation Program Project Design Features PDF 19-1 Prior to approval of the tentative tract map and throughout the construction process, the Property Owner/Developer shall coordinate with all utility providers to ensure avoidance of any notable service disruptions during the extension of, relocation of, upgrade of, or connection to services. Mitigation Measures Although the following mitigation measure is not required to reduce impacts to less than significant levels, it will be incorporated into the Mitigation Program for this IS. Where the measure is the same as the measure from EIR 340 (incorporated by reference, as stated in Section 2.3), the EIR 340 mitigation measure numbering is noted at the end of the measure in parentheses MM 19-1 Prior to approval of a final subdivision map or issuance of a grading or building permit, whichever occurs first, the property owner/developer shall participate in the City’s Master Plan of Sewers and related Infrastructure Improvement (Fee) Program to assist in mitigating existing and future sanitary sewer system deficiencies as follows: The property owner/developer shall submit a report for review and approval of the City Engineer to assist in determining the following: a. If the development/redevelopment (1) does not discharge into a sewer system that is currently deficient or will become deficient because of that discharge and/or (2) does not increase flows or change points of discharge, then the property owner’s/developer’s responsibility shall be limited to participation in the Infrastructure Improvement (Fee) Program. b. If the development/redevelopment (1) discharges into a sewer system that is currently deficient or will become deficient because of that discharge and/or (2) increases flows or changes points of discharge, then the property owner/developer shall be required to guarantee mitigation to the Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-91 Environmental Evaluation satisfaction of the City Engineer and the City Attorney of the impact prior to approval of a final subdivision map or issuance of a grading or building permit whichever occurs first, pursuant to the improvements identified in the South Central Area Sewer Deficiency Study. The property owner/developer shall be required to install the sanitary sewer facilities, as recommended by the South Central Area Sewer Deficiency Study, prior to acceptance for maintenance of public improvements by the City or final building and zoning inspections for the building/structure, whichever comes first. Additionally, the property owner/developer shall participate in the Infrastructure Improvement (Fee) Program, as determined by the City Engineer, which may include fees, credits, reimbursements, or a combination thereof. As part of guaranteeing the mitigation of impacts for the sanitary sewer system, the property owner/developer shall submit a sanitary sewer system improvement phasing plan for the project to the City Engineer for review and approval which shall contain, at a minimum, (1) a layout of the complete system, (2) all facility sizes, including support calculations, (3) construction phasing, and (4) construction estimates. The study shall determine the impact of the project sewer flows for total build out of the project and identify local deficiencies for each project component (i.e., each hotel). (ARSP EIR 340 MM 5.16-1) In addition to this measure which is required to reduce impacts to less than significant levels, the following mitigation measures from MMP 85C would be applicable to the Project: MM 5.15-1 Prior to issuance of each building permit (to be implemented prior to final building and zoning inspections, and continuing on an on-going basis during project operation), the property owner/ developer shall submit to the Public Utilities Department plans for review and approval which shall ensure that water conservation measures are incorporated. The water conservation measures to be shown on the plans and implemented by the property owner/developer, to the extent applicable include, but are not limited to, the following: a. Use of low-flow sprinkler heads in irrigation systems. b. Use of waterway recirculation systems. c. Low-flow fittings, fixtures, and equipment, including low flush toilets and urinals. d. Use of self-closing valves on drinking valves. e. Use of efficient irrigation systems such as drip irrigation and automatic systems which use moisture sensors. f. Use of low-flow shower heads in hotels. g. Water efficient ice-machines, dishwashers, clothes washers and other water-using appliances. h. Use of irrigation systems primarily at night when evaporation rates are lowest. i. Provide information to the public in conspicuous places regarding water conservation. j. Use of water conserving landscape plant materials wherever feasible. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-92 Environmental Evaluation MM 5.15-2 Prior to issuance of each building permit, all water supply planning for the project will be closely coordinated with, and be subject to the review and final approval of, the Public Utilities Department, Water Engineering Division and Fire Department. MM 5.15-3 Prior to issuance of each building permit, water pressure greater than 80 pounds per square inch (psi) shall be reduced to 80 psi or less by means of pressure reducing valves installed at the property owner/developer’s service. MM 5.15-4 Prior to the issuance of each building permit, the property owner/developer shall submit a landscape and irrigation plan which shall be prepared and certified by a licensed landscape architect. The irrigation plan shall specify methods for monitoring the irrigation system. The system shall ensure that irrigation rates do not exceed the infiltration of local soils, that the application of fertilizers and pesticides do not exceed appropriate levels of frequencies, and that surface runoff and overwatering is minimized. The landscaping and irrigation plans shall include water-conserving features such as low flow irrigation heads, automatic irrigation scheduling equipment, flow sensing controls, rain sensors, soil moisture sensors, and other water-conserving equipment. The landscaping and irrigation plans shall indicate that separate irrigation lines for recycled water shall be constructed and recycled water will be used when it becomes available. All irrigation systems shall be designed so that they will function properly with recycled water. MM 5.15-5 Prior to approval of the Final Site Plan and building permits, plans shall specifically show that the water meter and backflow equipment and any other large water system equipment will be installed to the satisfaction of the Public Utilities Department, Water Engineering Division, aboveground and behind the building setback line in a manner fully screened from all public streets and alleys and in accordance with Ordinance No. 4156. Prior to the final building and zoning inspections, the water meter and backflow equipment and any other large water system equipment shall be installed to the satisfaction of the Public Utilities Department, Water Engineering Division, in accordance with the Final Site Plan and the building permit plans. MM 5.15-6 Prior to issuance of each building permit, unless records indicate previous payment, the appropriate fees for Primary Mains, Secondary Mains and Fire Protection Service shall be paid to the Public Utilities Department, Water Engineering Division in accordance with Rule 15A, and Rule 20 of the Public Utilities Department Water Rates, Rules and Regulations. MM 5.15-7 Prior to final building and zoning inspections, a separate water meter shall be installed for landscape water on all projects where the landscape area exceeds 2,500 square feet in accordance with Ordinance No. 6160. MM 5.15-8 Prior to the issuance of the first building permit or grading permit, whichever occurs first, the property owner/developer shall comply with Rule 15E of the Public Utilities Department Water Rates, Rules, and Regulations. Rule 15E shall be amended to include: a. Construction of a new well with a minimum 1,500 GPM capacity to serve The Anaheim Resort Area (tentative location near Ponderosa Park and Orangewood Avenue); and Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-93 Environmental Evaluation b. Construction of a new 16-inch water main along Harbor Boulevard from Orangewood to Chapman Avenue. MM 5.15-9 Ongoing, the City shall continue to collaborate with the Metropolitan Water District of Southern California (MWD), its member agencies, and the Orange County Water District (OCWD) to ensure that available water supplies meet anticipated demand. If it is forecasted that water demand exceeds available supplies, staff shall recommend to City Council to trigger application of the Water Conservation Ordinance (Anaheim Municipal Code, §10.18), as prescribed, to require mandatory conservation measures as authorized by Sections 10.18.070 through 10.18.090, as appropriate. MM 5.17-1 Prior to issuance of each building permit, the property owner/develop shall consult with the City of Anaheim Public Utilities Department, Business and Community Programs Division, in order to review energy efficient measures to incorporate into the project design. Prior to the final building and zoning inspection, the property owner developer shall implement these energy efficient measures which may include the following: a. High-efficiency air-conditioning systems with EMS (computer) control b. Variable air volume (VAV) distribution c. Outside air (100%) economizer cycle d. Staged compressors or variable speed drives to flow varying thermal loads e. Isolated HVAC zone control by floors/separable activity areas f. Specification of premium-efficiency electric motors (i.e., compressor motors, air-handling units, and fan-coil units) g. Use of occupancy sensors in appropriate spaces h. Use of compact fluorescent lamps i. Use of cold cathode fluorescent lamps j. Use of light emitting diode (LED) or equivalent energy-efficient lighting for outdoor lighting k. Use of Energy Star® exit lighting or exit signage. l. Use of T-8 lamps and electronic ballasts where applications of standard fluorescent fixtures are identified m. Use of lighting power controllers in association with metal-halide or high- pressure sodium (high intensity discharge) lamps for outdoor lighting and parking lots n. Consideration of thermal energy storage air-conditioning for spaces or facilities that may require air-conditioning during summer, day-peak periods. o. For swimming pools and spas, incorporate solar heating, automatic covers, and efficient pumps and motors, as feasible. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-94 Environmental Evaluation p. Consideration for participation in Advantage Services Programs such as: a. New construction design review, in which the City cost-shares engineering for up to $10,000 for design of energy efficient buildings and systems b. New Construction – cash incentives ($300 to $400 per kW reduction in load) for efficiency that exceeds Title 24 requirements c. Green Building Program – offers accelerated plan approval, financial incentives, waived plan check fees and free technical assistance MM 5.17-2 Prior to final building and zoning inspection, the property owner/developer shall install an underground electrical service from the Public Utilities Distribution System. The Underground Service will be installed in accordance with the Electric Rules, Rates, Regulations and Electrical Specifications for Underground Systems. Electrical Service Fees and other applicable fees will be assessed in accordance with the Electric Rules, Rates, Regulations and Electrical Specifications for Underground Systems. MM 5.17-3 Prior to issuance of each building permit, the property owner/developer shall submit plans and calculations to the City of Anaheim Planning and Building Department, Building Division, to demonstrate that the energy efficiency of each building will exceed the Title 24 Energy Efficiency Standards for Residential and Nonresidential Buildings current at the time of application by at least 10 percent. MM 5.17-4 Prior to approval of a Final Site Plan, the property owner/developer shall coordinate with the Public Utilities Department to incorporate feasible renewable energy generation measures into the project. These measures may include but not be limited to use of solar and small wind turbine sources on new and existing facilities and the use of solar powered lighting in parking areas. MM 5.18-1 Prior to approval of a final subdivision map, or issuance of a grading or building permit, whichever occurs first, the property owner/developer shall participate in the City’s Master Plan of Storm Drains and related Infrastructure Improvement (Fee) Program to assist in mitigating existing and future storm drainage system deficiencies as follows: The property owner/developer shall submit a report for review and approval by the City Engineer to assist with determining the following: a. If the specific development/redevelopment does not increase or redirect current or historic storm water quantities/flows, then the property owner/developer’s responsibility shall be limited to participation in the Infrastructure Improvement (Fee) Program to provide storm drainage facilities in 10- and 25-year storm frequencies and to protect properties/structures for a 100-year storm frequency. b. If the specific development/redevelopment increases or redirects the current or historic storm water quantity/flow, then the property owner/developer shall be required to guarantee mitigation to the satisfaction of the City Engineer and City Attorney’s office of the impact prior to approval of a final subdivision map or issuance of a grading or building permit, whichever occurs first, pursuant to the improvements Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-95 Environmental Evaluation identified in the Master Plan of Drainage for the South Central Area. The property owner/developer shall be required to install the storm drainage facilities as recommended by the Master Plan of Drainage for the South Central Area to provide storm drainage facilities for 10- and 25-year storm frequencies and to protect properties/structures for a 100-year storm frequency prior to acceptance for maintenance of public improvements by the City or final building and zoning inspection for the building/structure, whichever occurs first. Additionally, the property owner/developer shall participate in the Infrastructure Improvement (Fee) Program as determined by the City Engineer which could include fees, credits, reimbursements, or a combination thereof. As part of guaranteeing the mitigation of impacts on the storm drainage system, a storm drainage system improvement phasing plan for the project shall be submitted by the property owner/developer to the City Engineer for review and approval and shall contain, at a minimum, (1) a layout of the complete system; (2) all facility sizes, including support calculations; (3) construction phasing; and, (4) construction estimates. MM 5.18-2 Ongoing, the City shall work with the Orange County Flood Control District (OCFCD) to ensure that flood control facilities are well maintained and capable of accommodating, at a minimum, future 25-year storm flows for City-owned and maintained facilities, and 100-year storm flows for County facilities. Where improvements to local drainage facilities have the potential to increase discharges to County facilities, the City shall analyze potential impacts to County facilities in consultation with the Manager, County of Orange Flood Control Division. Encroachment Permits shall be obtained from the County’s Public Property Permits Section for any activity performed within OCFCD’s right of way. MM 5.18-3 Prior to the issuance of building permits, the City shall require that building plans indicate that new developments will minimize stormwater and urban runoff into drainage facilities by incorporating design features such as detention basins, on- site water features, and other strategies. MM 5.19-1 Prior to issuance of each building permit; to be implemented prior to final building and zoning inspection, the property owner/developer shall submit project plans to the Public Works Department for review and approval to ensure that the plans comply with AB 939, the Solid Waste Reduction Act of 1989, as administered by the City of Anaheim and the County of Orange and City of Anaheim Integrated Waste Management Plans. Prior to final building and zoning inspection, implementation of said plan shall commence and shall remain in full effect. Waste management mitigation measures that shall be taken to reduce solid waste generation include, but are not limited to: a. Detailing the location and design of on-site recycling facilities. b. Providing on-site recycling receptacles to encourage recycling. c. Complying with all Federal, State and City regulation for hazardous material disposal. d. Participating in the City of Anaheim’s “Recycle Anaheim” program or other substitute program as may be developed by the City. In order to meet the requirements of the Solid Waste Reduction Act of 1989 (AB 939), the property owner/developer shall implement numerous solid waste Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-96 Environmental Evaluation reduction programs, as required by the Public Works Department, including, but not limited to: a. Facilitating recycling by providing chutes or convenient locations for sorting and recycling bins. b. Facilitating cardboard recycling (especially in retail areas) by providing adequate space and centralized locations for collection and storing. c. Facilitating glass recycling (especially from restaurants) by providing adequate space for sorting and storing. d. Providing trash compactors for non-recyclable materials whenever feasible to reduce the total volume of solid waste and the number of trips required for collection. e. Prohibiting curbside pick-up. MM 5.19-2 Ongoing during project operation, the following practices shall be implemented, as feasible, by the property owner/developer: a. Usage of recycled paper products for stationary, letterhead, and packaging. b. Recovery of materials such as aluminum and cardboard. c. Collection of office paper for recycling. d. Collection of polystyrene (foam) cups for recycling. e. Collection of glass, plastics, kitchen grease, laser printer toner cartridges, oil, batteries, and scrap metal for recycling or recovery. MM 5.19-3 Prior to issuance of building permits, plans shall show that trash storage areas shall be provided and maintained in a location acceptable to the City of Anaheim Department of Public Works, Operations Division. On an ongoing basis, trash storage areas shall be provided and maintained in accordance with approved plans on file with said Department. MM 5.19-4 Prior to issuance of each building permit, the Property Owner/Developer shall demonstrate that the plans include provisions for the installation of trash and recycle receptacles near all benches and near high traffic areas such as plazas, transit stops and retail and dining establishments. MM 5.19-5 Prior to issuance of each grading and building permit, the Property Owner/Developer shall submit to the Planning Director or Planning Services Manager for approval a Construction Waste Management Plan that, at a minimum, specifies that at least 75 percent of non-hazardous construction and demolition debris shall be recycled or salvaged and identifies the materials to be diverted from disposal and whether the materials will be sorted on site or co-mingled. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-97 Environmental Evaluation XX. MANDATORY FINDINGS OF SIGNIFICANCE Question A: Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? Less Than Significant Impact with Mitigation. There are no sensitive biological resources, habitats, or species on the Project Site that would be affected by the Proposed Project. Migratory birds that may nest on the Project Site would be protected by compliance with MM 4-1. Impacts on migratory birds would be less than significant after mitigation. Due to the location of the Project Site in a developed, urban area that has been subjected to previous disturbance related to urban development, the potential for discovery of archaeological resources, disturbances of human resources, or paleontological resources is low and development of the Proposed Project is not expected to uncover any archaeological resources, human resources, or paleontological. However, mitigation is incorporated into the Proposed Project and outlines steps to take if archaeological resources (MM 5-1) or paleontological resources (MM 13-1) are discovered during construction. In addition, a Native American monitor will be retained to observe grading activities in native sediment and to recover and catalogue tribal cultural resources as necessary (MM 18-1). Implementation of MM 5-1 (archaeological resources), MM 13-1 (paleontological resources) and MM 18-1 (tribal cultural resources) would reduce potential impacts to less than significant. Question B: Does the project have impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects)? Less Than Significant Impact with Mitigation. As identified in the preceding analysis provided in Section 5 of this IS/MND, all project-level impacts have been determined to be less than significant or mitigated to a level considered less than significant. Specifically, the following mitigation measures as previously identified throughout this document would apply to reduce the Proposed Project’s impacts to less than significant levels: MMs 4-1 and 4-2 previously identified in Section IV, Biological Resources; MM 5-1 previously identified in Section V, Cultural Resources; MMs 6-1 and 6-2 previously identified in Section VI, Geology and Soils; MM 8-1 previously identified in Section VIII, Hazards and Hazardous Materials; MMs 9-1 and 9-2 previously identified in Section IX, Hydrology and Water Quality; MMs 12-1 and 12-2 previously identified in Section XII, Noise; MM 13-1 previously identified in Section XIII, Paleontological Resources; MM 18-1 previously identified in Section XVIII, Tribal Cultural Resources; and MM 19-1 previously identified in Section XIX, Utilities. Thus, the Proposed Project’s impacts would be limited and its contribution to cumulative impacts would not be cumulatively considerable. Question C: Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly? Less Than Significant With Mitigation. Based on the preceding analysis provided in Section 5.0, Environmental Evaluation, of this IS, implementation of the Proposed Project, as described in Section 3.0, Project Description, with adherence to applicable regulatory requirements, would have no impact or less than significant impacts for the following Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 5-98 Environmental Evaluation environmental issue areas: aesthetics; agriculture and forestry resources; air quality, greenhouse gas emissions; land use and planning; mineral resources; population and housing; public services; recreation; transportation/traffic; and utilities/service systems. The Proposed Project’s impacts on the following issue areas would be less than significant with the implementation of either project-specific mitigation measures: biological resources; cultural resources; geology and soils; hazards and hazardous materials; hydrology and water quality; noise; paleontological resources; and tribal cultural resources. All impacts would be less than significant after mitigation. Thus, the Proposed Project would not result in environmental effects which would cause substantial adverse effects on human beings, either directly or indirectly, with the implementation of mitigation measures. All impacts would be less than significant after mitigation. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 6-1 Preparers SECTION 6.0 PREPARERS City of Anaheim, Planning and Building Department Principal Planner ................................................................................................ Susan Kim Senior Planner ................................................................................ Elaine Thienprasiddhi Associate Planner ............................................................................... Christine Saunders BonTerra Psomas (Environmental Document Preparation) Principal-in-Charge .................................................................. Joan Patronite Kelly, AICP Project Manager .......................................................................................... Jennifer Marks Assistant Project Manager ................................................................................... Julie Cho Environmental Analyst ................................................................................. Ashley McCoy Air Quality/Noise/Greenhouse Gas Analysis .................................................... Tin Cheung Air Quality/Noise/Greenhouse Gas Analysis .................................................... Daria Sarraf GIS/Graphics .................................................................................................... Mike Deseo Technical Editor ........................................................................................... Linda St. John Word Processor ............................................................................................. Sheryl Kristal Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 6-2 Preparers This page is intentionally left blank Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 7-1 References SECTION 7.0 REFERENCES Anaheim, City of. 2017 (July 29, date accessed). Parks & Facilities. Anaheim, CA: http://www.anaheim.net/916/Parks-Facilities. ———. 2011 (November 15, last update). City of Anaheim Municipal Code. Anaheim, CA: the City. ———. 2004a (May). City of Anaheim General Plan. Anaheim, CA: the City. ———. 2004b (May). Final Anaheim General Plan and Zoning Code Update – EIR No. 330.Anaheim, CA: the City. Anaheim Resort Transit (ART). 2017. Anaheim Resort Transportation Route Map. Anaheim, CA: ART. http://www.rideart.org/route-map/. Anderson Environmental. 2013 (December 12). Phase I Environmental Site Assessment Report. Los Angeles, CA. Arnau, J. 2017. (July 27). Personal Communication. Email correspondence between J. Arnau (OC Waste & Recycling) and J. Cho (BonTerra Psomas). AT&T. 2017. AT&T Coverage Viewer. San Antonio, TX: AT&T. https://www.att.com/maps/wireless-coverage.html. Berger, M. 2017. (July 28). Personal Communication. Email correspondence between M. Berger (Anaheim Police Department) and J. Cho (BonTerra Psomas). California Department of Conservation, Division of Land Resources Protection. 2016. Farmland Mapping and Monitoring Program (FMMP) Farmland Map: Orange County, California. Sacramento, CA: FMMP. California Department of Resources Recycling and Recovery (CalRecycle). 2017 (Accessed July 28). Estimated Solid Waste Generation and Disposal Rates. Sacramento, CA: CalRecycle. http://www.calrecycle.ca.gov/wastechar/wastegenrates/. Sacramento, CA: California Department of Transportation (Caltrans). 2017 (Accessed July 28). California Scenic Highway Mapping System. Sacramento, CA: Caltrans. http://www.dot.ca.gov/hq/LandArch/scenic_highways/ index.htm. Caltech Labs, Inc. 2017 (February 23). Geotechnical Investigation, Proposed Hotel Project, 1441 South Manchester Avenue, Anaheim, California, Anaheim, CA. Environmental Data Resources (EDR). 2017 (July 20) The EDR Radius Map™ Report with GeoCheck®: 1441 South Manchester, Anaheim, California 92802 (Inquiry Number 4999128.2s). EDR: Shelton, CT. Hogue, A. 2017 (August 1 and July 31). Personal Communication. Email correspondence between A. Hogue (Deputy Fire Marshal, Anaheim Fire and Rescue) and J. Cho (BonTerra Psomas). Iteris, Inc. 2017 (April). 1441 S. Manchester Avenue Hotel Traffic Study, Anaheim, California. Irvine, CA. Hilton Garden Inn and Home2 Suites Hotel Project Initial Study/Mitigated Negative Declaration R:\Projects\ANA\3ANA009106\MND\Anaheim HGI_H2 MND-052218.docx 7-2 References Kunzman Associates, Inc. 2017 (December 29). Dual Brand Home 2 Suites & Hilton Garden Inn Hotel Parking Study. Orange, CA. Omega Engineering Consultants. 2018 (April 25). Preliminary Master Drainage & Runoff Management Plan for Hilton Garden Inn/Home2 Suites, 1441 S. Manchester Ave., Anaheim, CA 92802. Omega: San Diego, California. ———. 2017 (July 25). County of Orange/Santa Ana Region Priority Project Water Quality Management Plan, Hilton Garden Inn/Home 2 Suites, 1441 S. Manchester Ave., Anaheim, CA 92802. Omega: San Diego, California. Orange County Transportation Authority (OCTA). 2017. Routes and Schedules. Santa Ana, CA: OCTA. http://www.octa.net/Bus/Routes-and-Schedules/Overview/. Oskoui, J. 2010 (April 14). Personal communication. Email correspondence from J. Oskoui, Director of Planning, Design and Construction (AUHSD) and A. Armanino (BonTerra Consulting). Patel, A. 2017 (July 26). Personal communication. Email correspondence between A. Patel (Nara Investments, LLC) and J. Marks (BonTerra Psomas). Pidgen, K. 2010 (April 14). Personal communication. Email correspondence between K. Pidgen (Facilities Technician ACSD) and A. Armanino (BonTerra Consulting). Psomas. 2017 (August 8). Cultural Resources Records Search for the Hilton Garden Inn and Home2 Suites Project, Anaheim, Orange County, California. Santa Ana, CA. ———. 2017 (February 23). Sewer Study – 1441 S. Manchester Avenue Hilton Hotel. Santa Ana, CA. South Coast Air Quality Management District (SCAQMD). 2017 (website accessed July). 2016 Air Quality Management Plan. Diamond Bar, CA: SCAQMD. http://www.aqmd.gov/home/library/clean-air-plans/air-quality-mgt-plan ———. 2015 (March). SCAQMD Air Quality Significance Thresholds. Diamond Bar, CA: SCAQMD. http://www.aqmd.gov/docs/default-source/ceqa/handbook/scaqmd-air-quality- significance-thresholds.pdf?sfvrsn=2 ———. 2009. Mass Rate Localized Significance Thresholds Look-up Tables. Diamond Bar, CA: SCAQMD. Southern California Gas Company (SCGC). 2017 (November, last updated). Company Profile. http://www.socalgas.com/about-us/company-info.shtml. San Diego, CA: Sempra Energy. US Army Corps of Engineers (USACE). 2015 (October 9, date accessed). Dam Safety Program for the Prado Dam. http://www.spl.usace.army.mil/Media/FactSheets/tabid/1321/Article/477349/dam-safety- program.aspx. APPENDIX A AIR QUALITY AND GREENHOUSE GAS ANALYSIS CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Date: 2/12/2018 10:14 AM Existing Use for Hilton Garden Inn and Home2 Suites Project - Orange County, Winter Existing Use for Hilton Garden Inn and Home2 Suites Project Orange County, Winter 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Hotel 105.00 Room 1.44 35,338.00 0 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s)2.2 Precipitation Freq (Days)30 Climate Zone 8 Operational Year 2017 Utility Company Anaheim Public Utilities CO2 Intensity (lb/MWhr) 1543.28 CH4 Intensity (lb/MWhr) 0.029 N2O Intensity (lb/MWhr) 0.006 1.3 User Entered Comments & Non-Default Data Project Characteristics - Land Use - . Construction Phase - No construction- Existing use Off-road Equipment - . Trips and VMT - . Vehicle Trips - Project specific trip generation. Energy Use - defaults Water And Wastewater - From Data needs Fleet Mix - Modified for hotel uses Area Coating - Table Name Column Name Default Value New Value tblConstructionPhase NumDays 20.00 0.00 tblFleetMix HHD 0.01 0.02 tblFleetMix LDA 0.54 0.58 tblFleetMix LDT1 0.05 0.05 tblFleetMix LDT2 0.21 0.22 tblFleetMix LHD1 0.02 0.00 tblFleetMix LHD2 5.8080e-003 0.00 tblFleetMix MCY 4.7380e-003 5.1000e-003 tblFleetMix MDV 0.13 0.13 tblFleetMix MH 1.1340e-003 0.00 tblFleetMix MHD 0.02 0.00 tblFleetMix OBUS 1.5540e-003 1.7000e-003 tblFleetMix SBUS 5.7700e-004 6.0000e-004 tblFleetMix UBUS 1.7310e-003 1.7000e-003 tblLandUse LandUseSquareFeet 152,460.00 35,338.00 tblLandUse LotAcreage 3.50 1.44 tblSolidWaste SolidWasteGenerationRate 57.49 68.44 tblVehicleTrips ST_TR 8.19 3.55 tblVehicleTrips SU_TR 5.95 2.58 tblVehicleTrips WD_TR 8.17 3.54 2,663,510.85 3,170,846.25 tblWater OutdoorWaterUseRate 295,945.65 352,316.25 tblWater IndoorWaterUseRate 2.0 Emissions Summary 2.1 Overall Construction (Maximum Daily Emission) Unmitigated Construction NOx CO SO2 Fugitive PM10 Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROG NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day Exhaust PM10 PM10 Total 2017 0.0000 0.0000 0.0000 0.0000 0.0000 1.6486 0.0000 0.0000 1.5413 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 1.6486 0.0000 0.0000 1.5413 0.0000 SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0000 0.0000 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction ROG NOx CO Total CO2 CH4 N2O CO2e Year lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 2017 0.0000 0.0000 0.0000 0.0000 0.0000 1.6486 0.0000 0.0000 1.5413 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 1.6486 0.0000 0.0000 1.5413 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.2 Overall Operational Unmitigated Operational SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Area 0.7905 1.0000e- 004 0.0109 0.0000 4.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 0.0230 0.0230 6.0000e- 005 0.0246 Energy 0.0358 0.3251 0.2731 1.9500e- 003 0.0247 0.0247 0.0247 0.0247 390.1133 390.1133 7.4800e- 003 7.1500e- 003 392.4315 Mobile 0.6907 1.9533 8.1338 0.0217 1.8681 0.0173 1.8854 0.4967 0.0162 0.5129 2,191.861 3 2,191.8613 0.1202 2,194.865 0 Total 1.5170 2.2785 8.4178 0.0237 0.1277 7.1500e- 003 2,587.321 1 1.8681 0.0421 1.9101 0.4967 0.0409 0.5376 SO2 Fugitive PM10 Exhaust PM10 2,581.997 6 2,581.9976 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Operational ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Area 0.7905 1.0000e- 004 0.0109 0.0000 4.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 0.0230 0.0230 6.0000e- 005 0.0246 Energy 0.0358 0.3251 0.2731 1.9500e- 003 0.0247 0.0247 0.0247 0.0247 390.1133 390.1133 7.4800e- 003 7.1500e- 003 392.4315 Mobile 0.6907 1.9533 8.1338 0.0217 1.8681 0.0173 1.8854 0.4967 0.0162 0.5129 2,191.861 3 2,191.8613 0.1202 2,194.865 0 Total 1.5170 2.2785 8.4178 0.0237 1.8681 0.0421 1.9101 0.4967 0.0409 0.5376 2,581.997 6 2,581.9976 0.1277 7.1500e- 003 2,587.321 1 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 8/1/2017 7/31/2017 5 0 Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 0 Acres of Paving: 0 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating – sqft) OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73 Demolition Rubber Tired Dozers 1 8.00 247 0.40 Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37 Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class HDT_Mix HHDT 3.1 Mitigation Measures Construction Demolition 5 13.00 0.00 0.00 14.70 SO2 Fugitive PM10 Exhaust PM10 6.90 20.00 LD_Mix PM2.5 Total Bio- CO2 NBio- CO2 3.2 Demolition - 2017 Unmitigated Construction On-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Off-Road 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000 SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0000 0.0000 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Off-Road 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Mitigated Construction Off-Site SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CO SO2 Fugitive PM10 0.0000 0.0000 0.0000 Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile ROG NOx NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Exhaust PM10 PM10 Total Mitigated 0.6907 1.9533 8.1338 0.0217 1.8681 0.0173 1.8854 0.4967 0.0162 0.5129 2,191.861 3 2,191.8613 0.1202 2,194.865 0 Unmitigated 0.6907 1.9533 8.1338 0.0217 1.8681 0.0173 1.8854 0.4967 0.0162 0.5129 2,191.861 3 2,191.8613 0.1202 2,194.865 0 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Hotel 371.70 372.75 270.90 852,937 852,937 Total 371.70 372.75 270.90 852,937 852,937 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C- W H-S or C-C H-O or C-NW Primary Diverted Pass-by Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4 4.4 Fleet Mix HHD OBUS UBUS MCYLand Use LDA LDT1 LDT2 MDV LHD1 0.125200 0.000000 0.000000 0.000000 LHD2 MHD 0.001700 0.005100 0.000600 0.000000 SBUS MH NOx CO SO2 Fugitive PM10 0.016500 0.001700Hotel 0.580700 0.046500 0.222000 Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Exhaust PM10 PM10 Total NaturalGas Mitigated 0.0358 0.3251 0.2731 1.9500e- 003 0.0247 0.0247 0.0247 0.0247 390.1133 390.1133 7.4800e- 003 7.1500e- 003 392.4315 NaturalGas Unmitigated 0.0358 0.3251 0.2731 1.9500e- 003 390.1133 7.4800e- 003 7.1500e- 003 392.43150.0247 0.0247 0.0247 0.0247 390.1133 5.2 Energy by Land Use - NaturalGas Unmitigated CO SO2 Fugitive PM10 Exhaust PM10 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2NaturalGa s Use ROG NOx Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day PM10 Total Fugitive PM2.5 Hotel 3315.96 0.0358 0.3251 0.2731 1.9500e- 003 0.0247 0.0247 0.0247 0.0247 390.1133 390.1133 7.4800e- 003 7.1500e- 003 392.4315 Total 0.0358 0.3251 0.2731 1.9500e- 003 390.1133 7.4800e- 003 7.1500e- 003 392.43150.0247 0.0247 0.0247 0.0247 CO SO2 Fugitive PM10 Exhaust PM10 390.1133 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated NaturalGa s Use ROG NOx Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day PM10 Total Fugitive PM2.5 Hotel 3.31596 0.0358 0.3251 0.2731 1.9500e- 003 0.0247 0.0247 0.0247 0.0247 390.1133 390.1133 7.4800e- 003 7.1500e- 003 392.4315 Total 0.0358 0.3251 0.2731 1.9500e- 003 7.4800e- 003 7.1500e- 003 392.43150.0247 0.0247 0.0247 0.0247 390.1133 390.1133 6.0 Area Detail 6.1 Mitigation Measures Area CO SO2 Fugitive PM10 Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROG NOx NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Exhaust PM10 PM10 Total Mitigated 0.7905 1.0000e- 004 0.0109 0.0000 4.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 0.0230 0.0230 6.0000e- 005 0.0246 Unmitigated 0.7905 1.0000e- 004 0.0109 0.0000 6.0000e- 005 0.02464.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 SO2 Fugitive PM10 Exhaust PM10 0.0230 0.0230 PM2.5 Total Bio- CO2 NBio- CO2 6.2 Area by SubCategory Unmitigated ROG NOx CO Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Architectural Coating 0.0898 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.6997 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 1.0500e- 003 1.0000e- 004 0.0109 0.0000 4.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 0.0230 0.0230 6.0000e- 005 0.0246 Total 0.7905 1.0000e- 004 0.0109 0.0000 6.0000e- 005 0.02464.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 SO2 Fugitive PM10 Exhaust PM10 0.0230 0.0230 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated ROG NOx CO Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Architectural Coating 0.0898 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.6997 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 1.0500e- 003 1.0000e- 004 0.0109 0.0000 4.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 0.0230 0.0230 6.0000e- 005 0.0246 Total 0.7905 1.0000e- 004 0.0109 0.0000 4.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 0.0230 0.0230 6.0000e- 005 0.0246 7.0 Water Detail 7.1 Mitigation Measures Water 8.0 Waste Detail 8.1 Mitigation Measures Waste 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Heat Input/Year Boiler Rating Fuel Type Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power User Defined Equipment Equipment Type Number 11.0 Vegetation Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Vehicle Trips - Project specific trip generation. Energy Use - defaults Water And Wastewater - From Data needs Fleet Mix - Modified for hotel uses 1.3 User Entered Comments & Non-Default Data Project Characteristics - Land Use - . Construction Phase - No construction- Existing use Off-road Equipment - . Trips and VMT - . CO2 Intensity (lb/MWhr) 1543.28 CH4 Intensity (lb/MWhr) 0.029 N2O Intensity (lb/MWhr) 0.006 30 Climate Zone 8 Operational Year 2017 Utility Company Anaheim Public Utilities 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s)2.2 Precipitation Freq (Days) Floor Surface Area Population Hotel 105.00 Room 1.44 35,338.00 0 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric Lot Acreage CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Date: 2/12/2018 10:17 AM Existing Use for Hilton Garden Inn and Home2 Suites Project - Orange County, Summer Existing Use for Hilton Garden Inn and Home2 Suites Project Orange County, Summer 2.0 Emissions Summary 2.1 Overall Construction (Maximum Daily Emission) Unmitigated Construction tblWater IndoorWaterUseRate 2,663,510.85 3,170,846.25 tblWater OutdoorWaterUseRate 295,945.65 352,316.25 tblVehicleTrips SU_TR 5.95 2.58 tblVehicleTrips WD_TR 8.17 3.54 tblSolidWaste SolidWasteGenerationRate 57.49 68.44 tblVehicleTrips ST_TR 8.19 3.55 tblLandUse LandUseSquareFeet 152,460.00 35,338.00 tblLandUse LotAcreage 3.50 1.44 tblFleetMix SBUS 5.7700e-004 6.0000e-004 tblFleetMix UBUS 1.7310e-003 1.7000e-003 tblFleetMix MHD 0.02 0.00 tblFleetMix OBUS 1.5540e-003 1.7000e-003 tblFleetMix MDV 0.13 0.13 tblFleetMix MH 1.1340e-003 0.00 tblFleetMix LHD2 5.8080e-003 0.00 tblFleetMix MCY 4.7380e-003 5.1000e-003 tblFleetMix LDT2 0.21 0.22 tblFleetMix LHD1 0.02 0.00 tblFleetMix LDA 0.54 0.58 tblFleetMix LDT1 0.05 0.05 tblConstructionPhase NumDays 20.00 0.00 tblFleetMix HHD 0.01 0.02 Area Coating - Table Name Column Name Default Value New Value 2.2 Overall Operational Unmitigated Operational 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROG NOx CO SO2 Fugitive PM10 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 1.6486 0.0000 0.0000 1.5413 0.0000Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 1.6486 0.0000 0.0000 1.5413 0.00002017 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Year lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 1.6486 0.0000 0.0000 1.5413 0.0000Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 1.6486 0.0000 0.0000 1.5413 0.00002017 0.0000 0.0000 0.0000 0.0000 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROG NOx CO SO2 Fugitive PM10 End Date Num Days Week Num Days Phase Description 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROG NOx CO SO2 Fugitive PM10 2,697.803 9 2,697.8039 0.1276 7.1500e- 003 2,703.124 5 1.8681 0.0419 1.9099 0.4967 0.0407 0.5374Total 1.5230 2.2182 8.6617 0.0248 2,307.667 6 2,307.6676 0.1200 2,310.668 4 1.8681 0.0171 1.8852 0.4967 0.0160 0.5127Mobile 0.6967 1.8930 8.3777 0.0229 390.1133 390.1133 7.4800e- 003 7.1500e- 003 392.43150.0247 0.0247 0.0247 0.0247Energy 0.0358 0.3251 0.2731 1.9500e- 003 0.0230 0.0230 6.0000e- 005 0.02464.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 Area 0.7905 1.0000e- 004 0.0109 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 2,697.803 9 2,697.8039 0.1276 7.1500e- 003 2,703.124 5 1.8681 0.0419 1.9099 0.4967 0.0407 0.5374Total 1.5230 2.2182 8.6617 0.0248 2,307.667 6 2,307.6676 0.1200 2,310.668 4 1.8681 0.0171 1.8852 0.4967 0.0160 0.5127Mobile 0.6967 1.8930 8.3777 0.0229 390.1133 390.1133 7.4800e- 003 7.1500e- 003 392.43150.0247 0.0247 0.0247 0.0247Energy 0.0358 0.3251 0.2731 1.9500e- 003 0.0230 0.0230 6.0000e- 005 0.02464.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 Area 0.7905 1.0000e- 004 0.0109 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Off-Road 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.2 Demolition - 2017 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 6.90 20.00 LD_Mix HDT_Mix HHDT 3.1 Mitigation Measures Construction Demolition 5 13.00 0.00 0.00 14.70 Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37 Demolition Rubber Tired Dozers 1 8.00 247 0.40 Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73 OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power 0 Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 0 Acres of Paving: 0 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating – sqft) 1 Demolition Demolition 8/1/2017 7/31/2017 5 Mitigated Construction Off-Site 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Off-Road 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 Annual VMT 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT 2,307.667 6 2,307.6676 0.1200 2,310.668 4 1.8681 0.0171 1.8852 0.4967 0.0160 0.5127Unmitigated 0.6967 1.8930 8.3777 0.0229 2,307.667 6 2,307.6676 0.1200 2,310.668 4 1.8681 0.0171 1.8852 0.4967 0.0160 0.5127Mitigated 0.6967 1.8930 8.3777 0.0229 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile ROG NOx CO SO2 Fugitive PM10 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 5.2 Energy by Land Use - NaturalGas Unmitigated 390.1133 390.1133 7.4800e- 003 7.1500e- 003 392.43150.0247 0.0247 0.0247 0.0247NaturalGas Unmitigated 0.0358 0.3251 0.2731 1.9500e- 003 390.1133 390.1133 7.4800e- 003 7.1500e- 003 392.43150.0247 0.0247 0.0247 0.0247NaturalGas Mitigated 0.0358 0.3251 0.2731 1.9500e- 003 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG NOx CO SO2 Fugitive PM10 0.016500 0.001700 0.001700 0.005100 0.000600 0.000000 SBUS MH Hotel 0.580700 0.046500 0.222000 0.125200 0.000000 0.000000 0.000000 LHD2 MHD HHD OBUS UBUS MCYLand Use LDA LDT1 LDT2 MDV LHD1 61.60 19.00 58 38 4 4.4 Fleet Mix H-S or C-C H-O or C-NW Primary Diverted Pass-by Hotel 16.60 8.40 6.90 19.40 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C- W Total 371.70 372.75 270.90 852,937 852,937 Hotel 371.70 372.75 270.90 852,937 852,937 6.0 Area Detail 6.1 Mitigation Measures Area 390.1133 390.1133 7.4800e- 003 7.1500e- 003 392.43150.0247 0.0247 0.0247 0.0247Total 0.0358 0.3251 0.2731 1.9500e- 003 390.1133 390.1133 7.4800e- 003 7.1500e- 003 392.43150.0247 0.0247 0.0247 0.0247Hotel 3.31596 0.0358 0.3251 0.2731 1.9500e- 003 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 390.1133 390.1133 7.4800e- 003 7.1500e- 003 392.43150.0247 0.0247 0.0247 0.0247Total 0.0358 0.3251 0.2731 1.9500e- 003 390.1133 390.1133 7.4800e- 003 7.1500e- 003 392.43150.0247 0.0247 0.0247 0.0247Hotel 3315.96 0.0358 0.3251 0.2731 1.9500e- 003 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products 0.6997 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating 0.0898 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0230 0.0230 6.0000e- 005 0.02464.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 Total 0.7905 1.0000e- 004 0.0109 0.0000 0.0230 0.0230 6.0000e- 005 0.02464.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 Landscaping 1.0500e- 003 1.0000e- 004 0.0109 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products 0.6997 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating 0.0898 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 6.2 Area by SubCategory Unmitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0230 0.0230 6.0000e- 005 0.02464.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 Unmitigated 0.7905 1.0000e- 004 0.0109 0.0000 0.0230 0.0230 6.0000e- 005 0.02464.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 Mitigated 0.7905 1.0000e- 004 0.0109 0.0000 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROG NOx CO SO2 Fugitive PM10 User Defined Equipment Equipment Type Number 11.0 Vegetation Load Factor Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment 7.0 Water Detail 7.1 Mitigation Measures Water 8.0 Waste Detail 8.1 Mitigation Measures Waste 9.0 Operational Offroad Equipment Type Number 0.0230 0.0230 6.0000e- 005 0.02464.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 Total 0.7905 1.0000e- 004 0.0109 0.0000 0.0230 0.0230 6.0000e- 005 0.02464.0000e- 005 4.0000e- 005 4.0000e- 005 4.0000e- 005 Landscaping 1.0500e- 003 1.0000e- 004 0.0109 0.0000 CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Date: 2/12/2018 10:20 AM Existing Use for Hilton Garden Inn and Home2 Suites Project - Orange County, Annual Existing Use for Hilton Garden Inn and Home2 Suites Project Orange County, Annual 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Hotel 105.00 Room 1.44 35,338.00 0 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s)2.2 Precipitation Freq (Days)30 Climate Zone 8 Operational Year 2017 Utility Company Anaheim Public Utilities CO2 Intensity (lb/MWhr) 1543.28 CH4 Intensity (lb/MWhr) 0.029 N2O Intensity (lb/MWhr) 0.006 1.3 User Entered Comments & Non-Default Data Project Characteristics - Land Use - . Construction Phase - No construction- Existing use Off-road Equipment - . Trips and VMT - . Vehicle Trips - Project specific trip generation. Energy Use - defaults Water And Wastewater - From Data needs Fleet Mix - Modified for hotel uses Area Coating - Table Name Column Name Default Value New Value tblConstructionPhase NumDays 20.00 0.00 tblFleetMix HHD 0.01 0.02 tblFleetMix LDA 0.54 0.58 tblFleetMix LDT1 0.05 0.05 tblFleetMix LDT2 0.21 0.22 tblFleetMix LHD1 0.02 0.00 tblFleetMix LHD2 5.8080e-003 0.00 tblFleetMix MCY 4.7380e-003 5.1000e-003 tblFleetMix MDV 0.13 0.13 tblFleetMix MH 1.1340e-003 0.00 tblFleetMix MHD 0.02 0.00 tblFleetMix OBUS 1.5540e-003 1.7000e-003 tblFleetMix SBUS 5.7700e-004 6.0000e-004 tblFleetMix UBUS 1.7310e-003 1.7000e-003 tblLandUse LandUseSquareFeet 152,460.00 35,338.00 tblLandUse LotAcreage 3.50 1.44 tblSolidWaste SolidWasteGenerationRate 57.49 68.44 tblVehicleTrips ST_TR 8.19 3.55 tblVehicleTrips SU_TR 5.95 2.58 tblVehicleTrips WD_TR 8.17 3.54 2,663,510.85 3,170,846.25 tblWater OutdoorWaterUseRate 295,945.65 352,316.25 tblWater IndoorWaterUseRate 2.0 Emissions Summary 2.1 Overall Construction Unmitigated Construction NOx CO SO2 Fugitive PM10 Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROG NBio- CO2 Total CO2 CH4 N2O CO2e Year tons/yr MT/yr Exhaust PM10 PM10 Total 2017 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000 SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0000 0.0000 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction ROG NOx CO Total CO2 CH4 N2O CO2e Year tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 2017 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Maximum 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Maximum Mitigated ROG + NOX (tons/quarter) Highest Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) 2.2 Overall Operational Unmitigated Operational SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Area 0.1442 1.0000e- 005 1.3700e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.6100e- 003 2.6100e- 003 1.0000e- 005 0.0000 2.7900e- 003 Energy 6.5300e- 003 0.0593 0.0498 3.6000e- 004 4.5100e- 003 4.5100e- 003 4.5100e- 003 4.5100e- 003 0.0000 288.2129 288.2129 5.4400e- 003 2.0500e- 003 288.9609 Mobile 0.1160 0.3476 1.4345 3.8400e- 003 0.3202 3.0000e- 003 0.3232 0.0853 2.8000e- 003 0.0881 0.0000 351.9436 351.9436 0.0189 0.0000 352.4173 Waste 0.0000 0.0000 0.0000 0.0000 13.8927 0.0000 13.8927 0.8210 0.0000 34.4186 Water 0.0000 0.0000 0.0000 0.0000 1.0060 31.6422 32.6481 0.1039 2.5600e- 003 36.0097 Total 0.2667 0.4070 1.4857 4.2000e- 003 0.9494 4.6100e- 003 711.80920.3202 7.5100e- 003 0.3278 0.0853 7.3100e- 003 0.0926 SO2 Fugitive PM10 Exhaust PM10 14.8987 671.8013 686.7000 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Operational ROG NOx CO Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Area 0.1442 1.0000e- 005 1.3700e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.6100e- 003 2.6100e- 003 1.0000e- 005 0.0000 2.7900e- 003 Energy 6.5300e- 003 0.0593 0.0498 3.6000e- 004 4.5100e- 003 4.5100e- 003 4.5100e- 003 4.5100e- 003 0.0000 288.2129 288.2129 5.4400e- 003 2.0500e- 003 288.9609 Mobile 0.1160 0.3476 1.4345 3.8400e- 003 0.3202 3.0000e- 003 0.3232 0.0853 2.8000e- 003 0.0881 0.0000 351.9436 351.9436 0.0189 0.0000 352.4173 Waste 0.0000 0.0000 0.0000 0.0000 13.8927 0.0000 13.8927 0.8210 0.0000 34.4186 Water 0.0000 0.0000 0.0000 0.0000 1.0060 31.6422 32.6481 0.1039 2.5600e- 003 36.0097 Total 0.2667 0.4070 1.4857 4.2000e- 003 0.3202 7.5100e- 003 0.3278 0.0853 7.3100e- 003 0.0926 14.8987 671.8013 686.7000 0.9494 4.6100e- 003 711.8092 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 8/1/2017 7/31/2017 5 0 Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 0 Acres of Paving: 0 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 0; Non-Residential Outdoor: 0; Striped Parking Area: 0 (Architectural Coating – sqft) OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73 Demolition Rubber Tired Dozers 1 8.00 247 0.40 Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37 Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class HDT_Mix HHDT 3.1 Mitigation Measures Construction Demolition 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix 3.2 Demolition - 2017 Unmitigated Construction On-Site SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Off-Road 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000 SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0000 0.0000 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000 SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0000 0.0000 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Off-Road 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000 SO2 Fugitive PM10 Exhaust PM10 0.0000 0.0000 0.0000 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CO SO2 Fugitive PM10 0.0000 0.0000 0.0000 Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile ROG NOx NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Exhaust PM10 PM10 Total Mitigated 0.1160 0.3476 1.4345 3.8400e- 003 0.3202 3.0000e- 003 0.3232 0.0853 2.8000e- 003 0.0881 0.0000 351.9436 351.9436 0.0189 0.0000 352.4173 Unmitigated 0.1160 0.3476 1.4345 3.8400e- 003 0.3202 3.0000e- 003 0.3232 0.0853 2.8000e- 003 0.0881 0.0000 351.9436 351.9436 0.0189 0.0000 352.4173 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Hotel 371.70 372.75 270.90 852,937 852,937 Total 371.70 372.75 270.90 852,937 852,937 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C- W H-S or C-C H-O or C-NW Primary Diverted Pass-by Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4 4.4 Fleet Mix HHD OBUS UBUS MCYLand Use LDA LDT1 LDT2 MDV LHD1 0.125200 0.000000 0.000000 0.000000 LHD2 MHD 0.001700 0.005100 0.000600 0.000000 SBUS MH NOx CO SO2 Fugitive PM10 0.016500 0.001700Hotel 0.580700 0.046500 0.222000 Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Exhaust PM10 PM10 Total Electricity Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 223.6253 223.6253 4.2000e- 003 8.7000e- 004 223.9894 Electricity Unmitigated 0.0000 0.0000 0.0000 0.0000 0.0000 223.6253 223.6253 4.2000e- 003 8.7000e- 004 223.9894 NaturalGas Mitigated 6.5300e- 003 0.0593 0.0498 3.6000e- 004 4.5100e- 003 4.5100e- 003 4.5100e- 003 4.5100e- 003 0.0000 64.5876 64.5876 1.2400e- 003 1.1800e- 003 64.9714 NaturalGas Unmitigated 6.5300e- 003 0.0593 0.0498 3.6000e- 004 64.5876 64.5876 1.2400e- 003 1.1800e- 003 64.97144.5100e- 003 4.5100e- 003 4.5100e- 003 ROG NOx CO SO2 Fugitive PM10 0.00004.5100e- 003 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 5.2 Energy by Land Use - NaturalGas Unmitigated NaturalGa s Use NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr tons/yr MT/yr Exhaust PM10 Hotel 1.21033e+ 006 6.5300e- 003 0.0593 0.0498 1.2400e- 003 1.1800e- 003 3.6000e- 004 4.5100e- 003 4.5100e- 003 4.5100e- 003 4.5100e- 003 4.5100e- 003 0.0000 64.5876 64.5876 0.0000 64.5876 64.9714 Total 6.5300e- 003 0.0593 0.0498 3.6000e- 004 64.5876 1.2400e- 003 1.1800e- 003 64.9714 Mitigated 4.5100e- 003 4.5100e- 003 4.5100e- 003 NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr tons/yr MT/yr Hotel 1.21033e+ 006 6.5300e- 003 0.0593 64.5876 1.2400e- 003 0.0498 3.6000e- 004 4.5100e- 003 4.5100e- 003 3.6000e- 004 4.5100e- 003 4.5100e- 003 0.0000 64.5876 4.5100e- 003 0.0000 1.1800e- 003 64.9714 Total 6.5300e- 003 0.0593 0.0498 64.5876 64.5876 1.2400e- 003 1.1800e- 003 64.9714 5.3 Energy by Land Use - Electricity 4.5100e- 003 4.5100e- 003 4.5100e- 003 Unmitigated Electricity Use Total CO2 CH4 N2O CO2e Land Use kWh/yr t o n MT/yr Hotel 319456 223.6253 4.2000e- 003 8.7000e- 004 223.9894 Total 223.6253 4.2000e- 003 8.7000e- 004 223.9894 8.7000e- 004 Mitigated Electricity Use Total CO2 CH4 N2O CO2e 223.9894 Land Use kWh/yr t o n MT/yr Hotel 319456 223.6253 4.2000e- 003 223.9894 Total 223.6253 4.2000e- 003 8.7000e- 004 6.0 Area Detail 6.1 Mitigation Measures Area CO SO2 Fugitive PM10 Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROG NOx NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Exhaust PM10 PM10 Total Mitigated 0.1442 1.0000e- 005 1.3700e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.6100e- 003 2.6100e- 003 1.0000e- 005 0.0000 2.7900e- 003 Unmitigated 0.1442 1.0000e- 005 1.3700e- 003 0.0000 1.0000e- 005 0.0000 2.7900e- 003 0.0000 0.0000 0.0000 0.0000 SO2 Fugitive PM10 Exhaust PM10 0.0000 2.6100e- 003 2.6100e- 003 PM2.5 Total Bio- CO2 NBio- CO2 6.2 Area by SubCategory Unmitigated ROG NOx CO Total CO2 CH4 N2O CO2e SubCategory tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Architectural Coating 0.0164 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.1277 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 1.3000e- 004 1.0000e- 005 1.3700e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.6100e- 003 2.6100e- 003 1.0000e- 005 0.0000 2.7900e- 003 Total 0.1442 1.0000e- 005 1.3700e- 003 0.0000 1.0000e- 005 0.0000 2.7900e- 003 0.0000 0.0000 0.0000 0.0000 SO2 Fugitive PM10 Exhaust PM10 0.0000 2.6100e- 003 2.6100e- 003 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated ROG NOx CO Total CO2 CH4 N2O CO2e SubCategory tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Architectural Coating 0.0164 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 0.1277 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 1.3000e- 004 1.0000e- 005 1.3700e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.6100e- 003 2.6100e- 003 1.0000e- 005 0.0000 2.7900e- 003 Total 0.1442 1.0000e- 005 1.3700e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 2.6100e- 003 2.6100e- 003 1.0000e- 005 0.0000 2.7900e- 003 7.0 Water Detail 7.1 Mitigation Measures Water Total CO2 CH4 N2O CO2e Category t o n MT/yr Mitigated 32.6481 0.1039 2.5600e- 003 36.0097 Unmitigated 32.6481 0.1039 2.5600e- 003 36.0097 7.2 Water by Land Use Unmitigated Indoor/Out door Use Total CO2 CH4 N2O CO2e Land Use Mgal t o n MT/yr Hotel 3.17085 / 0.352316 32.6481 0.1039 2.5600e- 003 36.0097 Total 32.6481 0.1039 2.5600e- 003 36.0097 Mitigated Indoor/Out door Use Total CO2 CH4 N2O CO2e Land Use Mgal t o n MT/yr Hotel 3.17085 / 0.352316 32.6481 0.1039 2.5600e- 003 36.0097 Total 32.6481 0.1039 2.5600e- 003 36.0097 8.0 Waste Detail 8.1 Mitigation Measures Waste Category/Year Total CO2 CH4 N2O CO2e t o n MT/yr Mitigated 13.8927 0.8210 0.0000 34.4186 Unmitigated 13.8927 0.8210 0.0000 34.4186 8.2 Waste by Land Use Unmitigated Waste Disposed Total CO2 CH4 N2O CO2e Land Use tons t o n MT/yr Hotel 68.44 13.8927 0.8210 0.0000 34.4186 Total 13.8927 0.8210 0.0000 34.4186 Mitigated Waste Disposed Total CO2 CH4 N2O CO2e Land Use tons t o n MT/yr Hotel 68.44 13.8927 0.8210 0.0000 34.4186 Total 13.8927 0.8210 0.0000 34.4186 Horse Power Load Factor 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Fuel Type Boiler Rating Fuel Type User Defined Equipment Equipment Type Number 11.0 Vegetation Boilers Equipment Type Number Heat Input/Day Heat Input/Year CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Date: 5/7/2018 3:45 PM Hilton Garden Inn and Home2 Suites - Orange County, Winter Hilton Garden Inn and Home2 Suites Orange County, Winter 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric Lot Acreage Floor Surface Area Population Enclosed Parking with Elevator 55.42 1000sqft 0.00 55,422.00 0 Other Asphalt Surfaces 35.96 1000sqft 0.83 35,963.00 0 Hotel 225.00 Room 0.70 169,764.00 0 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s)2.2 Precipitation Freq (Days)30 Climate Zone 8 Operational Year 2020 Utility Company Anaheim Public Utilities CO2 Intensity (lb/MWhr) 1543.28 CH4 Intensity (lb/MWhr) 0.029 N2O Intensity (lb/MWhr) 0.006 1.3 User Entered Comments & Non-Default Data Project Characteristics - . Land Use - From Site Plan (RFP) and Estimates from Aerial (Final Submittal Package, 5/7/18) Construction Phase - Based on Data needs and Proposed Project Equipment list Off-road Equipment - Off-road Equipment - crane, telescopic material handling, added backhoe and forklift for various Off-road Equipment - . Off-road Equipment - proposed project equipment list Off-road Equipment - . Off-road Equipment - bulldozer, backhoe, excavator Off-road Equipment - . Trips and VMT - Defaults Demolition - Asphalt and buildings, estimated from aerial (paving) and applicant (building) Grading - Architectural Coating - Defaults Vehicle Trips - From Traffic report Area Coating - No Mitigation for Area Architectural Coatings Energy Use - Defaults Water And Wastewater - From Applicant Land Use Change - Construction Off-road Equipment Mitigation - . Mobile Land Use Mitigation - Area Mitigation - Energy Mitigation - Water Mitigation - Part of Project design Fleet Mix - Adjusted fleet mix Waste Mitigation - Table Name Column Name Default Value New Value tblConstructionPhase NumDays 10.00 22.00 tblConstructionPhase NumDays 200.00 322.00 tblConstructionPhase NumDays 20.00 22.00 tblConstructionPhase NumDays 4.00 20.00 tblConstructionPhase NumDays 10.00 22.00 tblFleetMix HHD 0.02 0.02 tblFleetMix LDA 0.56 0.58 tblFleetMix LDT1 0.04 0.05 tblFleetMix LDT2 0.21 0.22 tblFleetMix LHD1 0.02 0.00 tblFleetMix LHD2 5.7950e-003 0.00 tblFleetMix MCY 4.8670e-003 5.1000e-003 tblFleetMix MDV 0.12 0.13 tblFleetMix MH 1.0020e-003 0.00 tblFleetMix MHD 0.03 0.00 tblFleetMix OBUS 1.6770e-003 1.7000e-003 tblFleetMix SBUS 5.8600e-004 6.0000e-004 tblFleetMix UBUS 1.5860e-003 1.7000e-003 tblGrading MaterialExported 0.00 8,000.00 tblLandUse LandUseSquareFeet 326,700.00 169,764.00 tblLandUse LotAcreage 1.27 0.00 tblLandUse LotAcreage 7.50 0.70 tblOffRoadEquipment HorsePower 168.00 80.00 tblOffRoadEquipment LoadFactor 0.40 0.38 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 2.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 3.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 3.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 3.00 0.00 tblVehicleTrips ST_TR 8.19 3.55 tblVehicleTrips SU_TR 5.95 2.58 tblVehicleTrips WD_TR 8.17 3.54 5,707,523.25 12,410,000.00 tblWater OutdoorWaterUseRate 634,169.25 182,500.00 tblWater IndoorWaterUseRate NOx CO SO2 Fugitive PM10 Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 2.0 Emissions Summary 2.1 Overall Construction (Maximum Daily Emission) Unmitigated Construction ROG NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day Exhaust PM10 PM10 Total 2018 3.7210 54.1866 28.7728 0.0824 3.3707 1.7657 5.1364 0.5419 1.6268 2.1687 0.0000 8,684.621 0 8,684.6210 1.7796 0.0000 8,729.111 3 2019 73.0563 14.4528 11.3415 0.0327 1.5043 0.5565 2.0608 0.4052 0.5132 0.9184 0.0000 3,349.796 6 3,349.7966 0.4597 0.0000 3,361.290 4 Maximum 73.0563 54.1866 28.7728 0.0824 1.7796 0.0000 8,729.111 3 3.3707 1.7657 5.1364 0.5419 1.6268 2.1687 SO2 Fugitive PM10 Exhaust PM10 0.0000 8,684.621 0 8,684.6210 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction ROG NOx CO Total CO2 CH4 N2O CO2e Year lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 2018 3.7210 54.1866 28.7728 0.0824 1.9685 1.7657 3.7341 0.4052 1.6268 2.0161 0.0000 8,684.621 0 8,684.6210 1.7796 0.0000 8,729.111 3 2019 73.0563 14.4528 11.3415 0.0327 1.5043 0.5565 2.0608 0.4052 0.5132 0.9184 0.0000 3,349.796 6 3,349.7966 0.4597 0.0000 3,361.290 4 Maximum 73.0563 54.1866 28.7728 0.0824 1.9685 1.7657 3.7341 0.4052 1.6268 2.0161 0.0000 8,684.621 0 8,684.6210 1.7796 0.0000 8,729.111 3 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.0028.76 0.00 19.48 14.44 0.00 4.94 0.00 0.00 0.00 SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2 2.2 Overall Operational Unmitigated Operational ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Area 3.8349 3.0000e- 004 0.0325 0.0000 1.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 0.0692 0.0692 1.9000e- 004 0.0739 Energy 0.1718 1.5618 1.3119 9.3700e- 003 0.1187 0.1187 0.1187 0.1187 1,874.107 0 1,874.1070 0.0359 0.0344 1,885.243 9 Mobile 1.1382 3.3079 13.3704 0.0428 4.0025 0.0318 4.0343 1.0641 0.0295 1.0936 4,328.196 1 4,328.1961 0.2115 4,333.482 7 Total 5.1449 4.8700 14.7148 0.0521 0.2476 0.0344 6,218.800 5 4.0025 0.1506 4.1531 1.0641 0.1483 1.2124 SO2 Fugitive PM10 Exhaust PM10 6,202.372 4 6,202.3724 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Operational ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Area 3.8349 3.0000e- 004 0.0325 0.0000 1.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 0.0692 0.0692 1.9000e- 004 0.0739 Energy 0.1718 1.5618 1.3119 9.3700e- 003 0.1187 0.1187 0.1187 0.1187 1,874.107 0 1,874.1070 0.0359 0.0344 1,885.243 9 Mobile 1.1382 3.3079 13.3704 0.0428 4.0025 0.0318 4.0343 1.0641 0.0295 1.0936 4,328.196 1 4,328.1961 0.2115 4,333.482 7 Total 5.1449 4.8700 14.7148 0.0521 4.0025 0.1506 4.1531 1.0641 0.1483 1.2124 6,202.372 4 6,202.3724 0.2476 0.0344 6,218.800 5 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 5/1/2018 5/30/2018 5 22 2 Grading Grading 6/1/2018 6/28/2018 5 20 3 Trenching Trenching 6/29/2018 7/30/2018 5 22 4 Building Construction Building Construction 8/1/2018 10/24/2019 5 322 5 Paving Paving 10/26/2019 11/26/2019 5 22 6 Architectural Coating Architectural Coating 11/27/2019 12/26/2019 5 22 Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 42.5 Acres of Paving: 0.83 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 254,646; Non-Residential Outdoor: 84,882; Striped Parking Area: 5,483 (Architectural Coating – sqft) OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 0 8.00 81 0.73 Demolition Excavators 0 8.00 158 0.38 Demolition Rubber Tired Dozers 2 8.00 247 0.40 Demolition Tractors/Loaders/Backhoes 0 8.00 97 0.37 Grading Excavators 0 7.00 158 0.38 Grading Graders 1 6.00 187 0.41 Grading Rubber Tired Dozers 0 6.00 247 0.40 Grading Scrapers 2 7.00 367 0.48 Grading Skid Steer Loaders 1 8.00 65 0.37 Grading Tractors/Loaders/Backhoes 3 7.00 97 0.37 Trenching Cranes 0 6.00 231 0.29 Trenching Excavators 3 8.00 158 0.38 Trenching Forklifts 0 6.00 89 0.20 Trenching Generator Sets 0 8.00 84 0.74 Trenching Tractors/Loaders/Backhoes 0 6.00 97 0.37 Trenching Welders 0 8.00 46 0.45 Building Construction Cement and Mortar Mixers 0 9 0.56 Building Construction Cranes 1 6.00 231 0.29 Building Construction Forklifts 1 6.00 89 0.20 Building Construction Generator Sets 0 8.00 84 0.74 Building Construction Other Material Handling Equipment 1 8.00 80 0.38 Building Construction Pavers 0 130 0.42 Building Construction Paving Equipment 0 132 0.36 Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37 Building Construction Welders 0 8.00 46 0.45 Paving Air Compressors 0 6.00 78 0.48 Paving Cement and Mortar Mixers 1 6.00 9 0.56 Paving Pavers 1 6.00 130 0.42 Paving Paving Equipment 1 8.00 132 0.36 Paving Rollers 1 7.00 80 0.38 Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37 Architectural Coating Air Compressors 1 6.00 78 0.48 Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Demolition 2 5.00 0.00 237.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 7 18.00 0.00 1,000.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Trenching 3 8.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 4 110.00 43.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 22.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT 3.1 Mitigation Measures Construction Water Exposed Area 3.2 Demolition - 2018 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Fugitive Dust 2.3325 0.0000 2.3325 0.3532 0.0000 0.3532 0.0000 0.0000 Off-Road 2.3322 25.1199 8.7530 0.0171 1.2211 1.2211 1.1235 1.1235 1,720.346 7 1,720.3467 0.5356 1,733.735 9 Total 2.3322 25.1199 8.7530 0.0171 2.3325 1.2211 3.5536 0.3532 1.1235 1.4766 1,720.346 7 1,720.3467 0.5356 1,733.735 9 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Hauling 0.0955 3.4105 0.8139 8.3300e- 003 0.1876 0.0137 0.2013 0.0514 0.0131 0.0645 923.8235 923.8235 0.1006 926.3386 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0252 0.0167 0.1824 5.5000e- 004 0.0559 3.7000e- 004 0.0563 0.0148 3.4000e- 004 0.0152 54.7399 54.7399 1.4600e- 003 54.7763 Total 0.1207 3.4272 0.9962 8.8800e- 003 0.1021 981.11480.2435 0.0141 0.2575 0.0662 0.0134 0.0796 978.5634 978.5634 SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Fugitive Dust 0.9097 0.0000 0.9097 0.1377 0.0000 0.1377 0.0000 0.0000 Off-Road 2.3322 25.1199 8.7530 0.0171 1.2211 1.2211 1.1235 1.1235 0.0000 1,720.346 7 1,720.3467 0.5356 1,733.735 9 Total 2.3322 25.1199 8.7530 0.0171 0.5356 1,733.735 9 0.9097 1.2211 2.1308 0.1377 1.1235 1.2612 SO2 Fugitive PM10 Exhaust PM10 0.0000 1,720.346 7 1,720.3467 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.0955 3.4105 0.8139 8.3300e- 003 0.1876 0.0137 0.2013 0.0514 0.0131 0.0645 923.8235 923.8235 0.1006 926.3386 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0252 0.0167 0.1824 5.5000e- 004 0.0559 3.7000e- 004 0.0563 0.0148 3.4000e- 004 0.0152 54.7399 54.7399 1.4600e- 003 54.7763 Total 0.1207 3.4272 0.9962 8.8800e- 003 0.1021 981.11480.2435 0.0141 0.2575 0.0662 0.0134 0.0796 SO2 Fugitive PM10 Exhaust PM10 978.5634 978.5634 PM2.5 Total Bio- CO2 NBio- CO2 3.3 Grading - 2018 Unmitigated Construction On-Site ROG NOx CO Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 Category lb/day lb/day Fugitive Dust 2.2988 0.0000 2.2988 0.2502 0.0000 0.2502 0.0000 0.0000 Off-Road 3.1870 38.2970 24.3388 0.0417 1.7009 1.7009 1.5648 1.5648 4,199.769 0 4,199.7690 1.3075 4,232.455 2 Total 3.1870 38.2970 24.3388 0.0417 1.3075 4,232.455 2 2.2988 1.7009 3.9997 0.2502 1.5648 1.8150 SO2 Fugitive PM10 Exhaust PM10 4,199.769 0 4,199.7690 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.4433 15.8294 3.7775 0.0387 0.8707 0.0635 0.9342 0.2384 0.0608 0.2991 4,287.788 5 4,287.7885 0.4669 4,299.461 6 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0908 0.0602 0.6565 1.9800e- 003 0.2012 1.3300e- 003 0.2025 0.0534 1.2200e- 003 0.0546 197.0635 197.0635 5.2400e- 003 197.1945 Total 0.5341 15.8896 4.4340 0.0407 0.4722 4,496.656 1 1.0719 0.0648 1.1368 0.2917 0.0620 0.3537 SO2 Fugitive PM10 Exhaust PM10 4,484.852 0 4,484.8520 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Fugitive Dust 0.8965 0.0000 0.8965 0.0976 0.0000 0.0976 0.0000 0.0000 Off-Road 3.1870 38.2970 24.3388 0.0417 1.7009 1.7009 1.5648 1.5648 0.0000 4,199.769 0 4,199.7690 1.3075 4,232.455 2 Total 3.1870 38.2970 24.3388 0.0417 1.3075 4,232.455 2 0.8965 1.7009 2.5974 0.0976 1.5648 1.6624 SO2 Fugitive PM10 Exhaust PM10 0.0000 4,199.769 0 4,199.7690 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.4433 15.8294 3.7775 0.0387 0.8707 0.0635 0.9342 0.2384 0.0608 0.2991 4,287.788 5 4,287.7885 0.4669 4,299.461 6 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0908 0.0602 0.6565 1.9800e- 003 0.2012 1.3300e- 003 0.2025 0.0534 1.2200e- 003 0.0546 197.0635 197.0635 5.2400e- 003 197.1945 Total 0.5341 15.8896 4.4340 0.0407 0.4722 4,496.656 1 1.0719 0.0648 1.1368 0.2917 0.0620 0.3537 SO2 Fugitive PM10 Exhaust PM10 4,484.852 0 4,484.8520 PM2.5 Total Bio- CO2 NBio- CO2 3.4 Trenching - 2018 Unmitigated Construction On-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Off-Road 0.8674 9.2876 9.8270 0.0155 0.4504 0.4504 0.4144 0.4144 1,558.755 2 1,558.7552 0.4853 1,570.886 7 Total 0.8674 9.2876 9.8270 0.0155 0.4853 1,570.886 7 0.4504 0.4504 0.4144 0.4144 1,558.755 2 1,558.7552 Unmitigated Construction Off-Site SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0404 0.0268 0.2918 8.8000e- 004 0.0894 5.9000e- 004 0.0900 0.0237 5.4000e- 004 0.0243 87.5838 87.5838 2.3300e- 003 87.6420 Total 0.0404 0.0268 0.2918 8.8000e- 004 2.3300e- 003 87.64200.0894 5.9000e- 004 0.0900 0.0237 5.4000e- 004 0.0243 SO2 Fugitive PM10 Exhaust PM10 87.5838 87.5838 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Off-Road 0.8674 9.2876 9.8270 0.0155 0.4504 0.4504 0.4144 0.4144 0.0000 1,558.755 2 1,558.7552 0.4853 1,570.886 7 Total 0.8674 9.2876 9.8270 0.0155 0.4853 1,570.886 7 0.4504 0.4504 0.4144 0.4144 SO2 Fugitive PM10 Exhaust PM10 0.0000 1,558.755 2 1,558.7552 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0404 0.0268 0.2918 8.8000e- 004 0.0894 5.9000e- 004 0.0900 0.0237 5.4000e- 004 0.0243 87.5838 87.5838 2.3300e- 003 87.6420 Total 0.0404 0.0268 0.2918 8.8000e- 004 2.3300e- 003 87.64200.0894 5.9000e- 004 0.0900 0.0237 5.4000e- 004 0.0243 SO2 Fugitive PM10 Exhaust PM10 87.5838 87.5838 PM2.5 Total Bio- CO2 NBio- CO2 3.5 Building Construction - 2018 Unmitigated Construction On-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Off-Road 0.9795 10.3832 6.5227 0.0104 0.6008 0.6008 0.5527 0.5527 1,049.167 0 1,049.1670 0.3266 1,057.332 5 Total 0.9795 10.3832 6.5227 0.0104 0.3266 1,057.332 5 0.6008 0.6008 0.5527 0.5527 SO2 Fugitive PM10 Exhaust PM10 1,049.167 0 1,049.1670 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.1817 5.1378 1.5107 0.0106 0.2748 0.0387 0.3134 0.0791 0.0370 0.1160 1,151.173 4 1,151.1734 0.1079 1,153.871 1 Worker 0.5549 0.3681 4.0119 0.0121 1.2295 8.1200e- 003 1.2377 0.3261 7.4800e- 003 0.3336 1,204.277 1 1,204.2771 0.0320 1,205.077 5 Total 0.7366 5.5059 5.5226 0.0227 0.1399 2,358.948 6 1.5043 0.0468 1.5511 0.4052 0.0445 0.4496 2,355.450 5 2,355.4505 SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Off-Road 0.9795 10.3832 6.5227 0.0104 0.6008 0.6008 0.5527 0.5527 0.0000 1,049.167 0 1,049.1670 0.3266 1,057.332 5 Total 0.9795 10.3832 6.5227 0.0104 0.3266 1,057.332 5 0.6008 0.6008 0.5527 0.5527 SO2 Fugitive PM10 Exhaust PM10 0.0000 1,049.167 0 1,049.1670 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.1817 5.1378 1.5107 0.0106 0.2748 0.0387 0.3134 0.0791 0.0370 0.1160 1,151.173 4 1,151.1734 0.1079 1,153.871 1 Worker 0.5549 0.3681 4.0119 0.0121 1.2295 8.1200e- 003 1.2377 0.3261 7.4800e- 003 0.3336 1,204.277 1 1,204.2771 0.0320 1,205.077 5 Total 0.7366 5.5059 5.5226 0.0227 0.1399 2,358.948 6 1.5043 0.0468 1.5511 0.4052 0.0445 0.4496 2,355.450 5 2,355.4505 3.5 Building Construction - 2019 Unmitigated Construction On-Site SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Off-Road 0.8657 9.2413 6.2921 0.0104 0.5147 0.5147 0.4735 0.4735 1,032.118 5 1,032.1185 0.3266 1,040.282 3 Total 0.8657 9.2413 6.2921 0.0104 0.3266 1,040.282 3 0.5147 0.5147 0.4735 0.4735 SO2 Fugitive PM10 Exhaust PM10 1,032.118 5 1,032.1185 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.1681 4.8848 1.4163 0.0106 0.2748 0.0336 0.3083 0.0791 0.0321 0.1112 1,145.327 1 1,145.3271 0.1043 1,147.934 9 Worker 0.5114 0.3267 3.6331 0.0118 1.2295 8.2100e- 003 1.2378 0.3261 7.5600e- 003 0.3336 1,172.351 1 1,172.3511 0.0289 1,173.073 2 Total 0.6795 5.2115 5.0494 0.0223 0.1332 2,321.008 1 1.5043 0.0418 1.5461 0.4052 0.0397 0.4448 SO2 Fugitive PM10 Exhaust PM10 2,317.678 1 2,317.6781 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Off-Road 0.8657 9.2413 6.2921 0.0104 0.5147 0.5147 0.4735 0.4735 0.0000 1,032.118 5 1,032.1185 0.3266 1,040.282 3 Total 0.8657 9.2413 6.2921 0.0104 0.3266 1,040.282 3 0.5147 0.5147 0.4735 0.4735 SO2 Fugitive PM10 Exhaust PM10 0.0000 1,032.118 5 1,032.1185 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.1681 4.8848 1.4163 0.0106 0.2748 0.0336 0.3083 0.0791 0.0321 0.1112 1,145.327 1 1,145.3271 0.1043 1,147.934 9 Worker 0.5114 0.3267 3.6331 0.0118 1.2295 8.2100e- 003 1.2378 0.3261 7.5600e- 003 0.3336 1,172.351 1 1,172.3511 0.0289 1,173.073 2 Total 0.6795 5.2115 5.0494 0.0223 0.1332 2,321.008 1 1.5043 0.0418 1.5461 0.4052 0.0397 0.4448 SO2 Fugitive PM10 Exhaust PM10 2,317.678 1 2,317.6781 PM2.5 Total Bio- CO2 NBio- CO2 3.6 Paving - 2019 Unmitigated Construction On-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Off-Road 0.9038 9.1743 8.9025 0.0135 0.5225 0.5225 0.4815 0.4815 1,325.095 3 1,325.0953 0.4112 1,335.375 1 Paving 0.0989 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0027 9.1743 8.9025 0.0135 0.4112 1,335.375 1 0.5225 0.5225 0.4815 0.4815 1,325.095 3 1,325.0953 Unmitigated Construction Off-Site SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0604 0.0386 0.4294 1.3900e- 003 0.1453 9.7000e- 004 0.1463 0.0385 8.9000e- 004 0.0394 138.5506 138.5506 3.4100e- 003 138.6359 Total 0.0604 0.0386 0.4294 1.3900e- 003 3.4100e- 003 138.63590.1453 9.7000e- 004 0.1463 0.0385 8.9000e- 004 0.0394 SO2 Fugitive PM10 Exhaust PM10 138.5506 138.5506 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Off-Road 0.9038 9.1743 8.9025 0.0135 0.5225 0.5225 0.4815 0.4815 0.0000 1,325.095 3 1,325.0953 0.4112 1,335.375 1 Paving 0.0989 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0027 9.1743 8.9025 0.0135 0.4112 1,335.375 1 0.5225 0.5225 0.4815 0.4815 SO2 Fugitive PM10 Exhaust PM10 0.0000 1,325.095 3 1,325.0953 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0604 0.0386 0.4294 1.3900e- 003 0.1453 9.7000e- 004 0.1463 0.0385 8.9000e- 004 0.0394 138.5506 138.5506 3.4100e- 003 138.6359 Total 0.0604 0.0386 0.4294 1.3900e- 003 3.4100e- 003 138.63590.1453 9.7000e- 004 0.1463 0.0385 8.9000e- 004 0.0394 SO2 Fugitive PM10 Exhaust PM10 138.5506 138.5506 PM2.5 Total Bio- CO2 NBio- CO2 3.7 Architectural Coating - 2019 Unmitigated Construction On-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Archit. Coating 72.6875 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2664 1.8354 1.8413 2.9700e- 003 0.1288 0.1288 0.1288 0.1288 281.4481 281.4481 0.0238 282.0423 Total 72.9540 1.8354 1.8413 2.9700e- 003 0.0238 282.04230.1288 0.1288 0.1288 0.1288 SO2 Fugitive PM10 Exhaust PM10 281.4481 281.4481 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.1023 0.0654 0.7266 2.3500e- 003 0.2459 1.6400e- 003 0.2476 0.0652 1.5100e- 003 0.0667 234.4702 234.4702 5.7800e- 003 234.6146 Total 0.1023 0.0654 0.7266 2.3500e- 003 5.7800e- 003 234.61460.2459 1.6400e- 003 0.2476 0.0652 1.5100e- 003 0.0667 234.4702 234.4702 SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Archit. Coating 72.6875 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.2664 1.8354 1.8413 2.9700e- 003 0.1288 0.1288 0.1288 0.1288 0.0000 281.4481 281.4481 0.0238 282.0423 Total 72.9540 1.8354 1.8413 2.9700e- 003 0.0238 282.04230.1288 0.1288 0.1288 0.1288 SO2 Fugitive PM10 Exhaust PM10 0.0000 281.4481 281.4481 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.1023 0.0654 0.7266 2.3500e- 003 0.2459 1.6400e- 003 0.2476 0.0652 1.5100e- 003 0.0667 234.4702 234.4702 5.7800e- 003 234.6146 Total 0.1023 0.0654 0.7266 2.3500e- 003 5.7800e- 003 234.61460.2459 1.6400e- 003 0.2476 0.0652 1.5100e- 003 0.0667 234.4702 234.4702 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile CO SO2 Fugitive PM10 Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROG NOx NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Exhaust PM10 PM10 Total Mitigated 1.1382 3.3079 13.3704 0.0428 4.0025 0.0318 4.0343 1.0641 0.0295 1.0936 4,328.196 1 4,328.1961 0.2115 4,333.482 7 Unmitigated 1.1382 3.3079 13.3704 0.0428 4.0025 0.0318 4.0343 1.0641 0.0295 1.0936 4,328.196 1 4,328.1961 0.2115 4,333.482 7 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT Annual VMT Enclosed Parking with Elevator 0.00 0.00 0.00 Hotel 796.50 798.75 580.50 1,827,722 1,827,722 Other Asphalt Surfaces 0.00 0.00 0.00 Total 796.50 798.75 580.50 1,827,722 1,827,722 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C- W H-S or C-C H-O or C-NW Primary Diverted Pass-by Enclosed Parking with Elevator 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4 Other Asphalt Surfaces 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 4.4 Fleet Mix Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Enclosed Parking with Elevator 0.555968 0.043848 0.210359 0.116378 0.016765 0.005795 0.025008 0.016160 0.001677 0.001586 0.004867 0.000586 0.001002 0.016500 0.001700 0.001700 0.005100Hotel 0.580700 0.046500 0.222000 0.125200 0.000000 0.116378 0.016765 0.005795 0.025008 0.000000 0.000000 0.001586 0.004867 0.000586 0.001002 0.000600 0.000000 0.016160 0.001677Other Asphalt Surfaces 0.555968 0.043848 0.210359 NOx CO SO2 Fugitive PM10 Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Exhaust PM10 PM10 Total NaturalGas Mitigated 0.1718 1.5618 1.3119 9.3700e- 003 0.1187 0.1187 0.1187 0.1187 1,874.107 0 1,874.1070 0.0359 0.0344 1,885.243 9 NaturalGas Unmitigated 0.1718 1.5618 1.3119 9.3700e- 003 1,874.1070 0.0359 0.0344 1,885.243 9 0.1187 0.1187 0.1187 0.1187 CO SO2 Fugitive PM10 Exhaust PM10 1,874.107 0 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 5.2 Energy by Land Use - NaturalGas Unmitigated NaturalGa s Use ROG NOx Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day PM10 Total Fugitive PM2.5 Enclosed Parking with Elevator 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hotel 15929.9 0.1718 1.5618 1.3119 9.3700e- 003 0.1187 0.1187 0.1187 0.1187 1,874.1070 1,874.107 0 0.0359 0.0344 1,885.2439 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.1718 1.5618 1.3119 9.3700e- 003 1,874.107 0 0.0359 0.0344 1,885.24390.1187 0.1187 0.1187 0.1187 1,874.1070 CO SO2 Fugitive PM10 Exhaust PM10 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated NaturalGa s Use ROG NOx Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day PM10 Total Fugitive PM2.5 Enclosed Parking with Elevator 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hotel 15.9299 0.1718 1.5618 1.3119 9.3700e- 003 0.1187 0.1187 0.1187 0.1187 1,874.1070 1,874.107 0 0.0359 0.0344 1,885.2439 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.1718 1.5618 1.3119 9.3700e- 003 0.0359 0.0344 1,885.24390.1187 0.1187 0.1187 0.1187 CO SO2 Fugitive PM10 1,874.1070 1,874.107 0 Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 6.0 Area Detail 6.1 Mitigation Measures Area ROG NOx NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Exhaust PM10 PM10 Total Mitigated 3.8349 3.0000e- 004 0.0325 0.0000 1.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 0.0692 0.0692 1.9000e- 004 0.0739 Unmitigated 3.8349 3.0000e- 004 0.0325 0.0000 1.9000e- 004 0.07391.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 0.0692 0.0692 6.2 Area by SubCategory Unmitigated SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Architectural Coating 0.4381 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 3.3937 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 3.0600e- 003 3.0000e- 004 0.0325 0.0000 1.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 0.0692 0.0692 1.9000e- 004 0.0739 Total 3.8349 3.0000e- 004 0.0325 0.0000 1.9000e- 004 0.07391.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 SO2 Fugitive PM10 Exhaust PM10 0.0692 0.0692 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated ROG NOx CO Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 Architectural Coating 0.4381 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer Products 3.3937 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Landscaping 3.0600e- 003 3.0000e- 004 0.0325 0.0000 1.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 0.0692 0.0692 1.9000e- 004 0.0739 Total 3.8349 3.0000e- 004 0.0325 0.0000 1.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 0.0692 0.0692 1.9000e- 004 0.0739 7.0 Water Detail 7.1 Mitigation Measures Water Install Low Flow Bathroom Faucet Install Low Flow Kitchen Faucet Install Low Flow Toilet Install Low Flow Shower 8.0 Waste Detail 8.1 Mitigation Measures Waste 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Boiler Rating Fuel Type Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor User Defined Equipment Equipment Type Number 11.0 Vegetation Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Off-road Equipment - . Off-road Equipment - proposed project equipment list 1.3 User Entered Comments & Non-Default Data Project Characteristics - . Land Use - From Site Plan (RFP) and Estimates from Aerial (Final Submittal Package, 5/7/18) Construction Phase - Based on Data needs and Proposed Project Equipment list Off-road Equipment - Off-road Equipment - crane, telescopic material handling, added backhoe and forklift for various CO2 Intensity (lb/MWhr) 1543.28 CH4 Intensity (lb/MWhr) 0.029 N2O Intensity (lb/MWhr) 0.006 30 Climate Zone 8 Operational Year 2020 Utility Company Anaheim Public Utilities 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s)2.2 Precipitation Freq (Days) Hotel 225.00 Room 0.70 169,764.00 0 Other Asphalt Surfaces 35.96 1000sqft 0.83 35,963.00 0 Floor Surface Area Population Enclosed Parking with Elevator 55.42 1000sqft 0.00 55,422.00 0 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric Lot Acreage CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Date: 5/7/2018 4:38 PM Hilton Garden Inn and Home2 Suites - Orange County, Summer Hilton Garden Inn and Home2 Suites Orange County, Summer tblFleetMix LDT2 0.21 0.22 tblFleetMix LHD1 0.02 0.00 tblFleetMix LDA 0.56 0.58 tblFleetMix LDT1 0.04 0.05 tblConstructionPhase NumDays 10.00 22.00 tblFleetMix HHD 0.02 0.02 tblConstructionPhase NumDays 20.00 22.00 tblConstructionPhase NumDays 4.00 20.00 tblConstructionPhase NumDays 10.00 22.00 tblConstructionPhase NumDays 200.00 322.00 Water Mitigation - Part of Project design Fleet Mix - Adjusted fleet mix Waste Mitigation - Table Name Column Name Default Value New Value Water And Wastewater - From Applicant Land Use Change - Construction Off-road Equipment Mitigation - . Mobile Land Use Mitigation - Area Mitigation - Energy Mitigation - Demolition - Asphalt and buildings, estimated from aerial (paving) and applicant (building) Grading - Architectural Coating - Defaults Vehicle Trips - From Traffic report Area Coating - No Mitigation for Area Architectural Coatings Energy Use - Defaults Off-road Equipment - . Off-road Equipment - bulldozer, backhoe, excavator Off-road Equipment - . Trips and VMT - Defaults 2.0 Emissions Summary 2.1 Overall Construction (Maximum Daily Emission) Unmitigated Construction tblWater IndoorWaterUseRate 5,707,523.25 12,410,000.00 tblWater OutdoorWaterUseRate 634,169.25 182,500.00 tblVehicleTrips SU_TR 5.95 2.58 tblVehicleTrips WD_TR 8.17 3.54 tblOffRoadEquipment OffRoadEquipmentUnitAmount 3.00 0.00 tblVehicleTrips ST_TR 8.19 3.55 tblOffRoadEquipment OffRoadEquipmentUnitAmount 3.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 3.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 2.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment HorsePower 168.00 80.00 tblOffRoadEquipment LoadFactor 0.40 0.38 tblLandUse LotAcreage 1.27 0.00 tblLandUse LotAcreage 7.50 0.70 tblGrading MaterialExported 0.00 8,000.00 tblLandUse LandUseSquareFeet 326,700.00 169,764.00 tblFleetMix SBUS 5.8600e-004 6.0000e-004 tblFleetMix UBUS 1.5860e-003 1.7000e-003 tblFleetMix MHD 0.03 0.00 tblFleetMix OBUS 1.6770e-003 1.7000e-003 tblFleetMix MDV 0.12 0.13 tblFleetMix MH 1.0020e-003 0.00 tblFleetMix LHD2 5.7950e-003 0.00 tblFleetMix MCY 4.8670e-003 5.1000e-003 2.2 Overall Operational Unmitigated Operational 0.00 0.00 0.00 0.00 0.00 0.0028.76 0.00 19.49 14.44 0.00 4.95 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROG NOx CO SO2 Fugitive PM10 0.0000 8,759.704 3 8,759.7043 1.7676 0.0000 8,803.894 0 1.9685 1.7643 3.7327 0.4052 1.6254 2.0147Maximum 73.0447 53.9719 28.6002 0.0831 0.0000 3,444.639 0 3,444.6390 0.4561 0.0000 3,456.041 4 1.5043 0.5559 2.0602 0.4052 0.5126 0.91782019 73.0447 14.4182 11.5062 0.0337 0.0000 8,759.704 3 8,759.7043 1.7676 0.0000 8,803.894 0 1.9685 1.7643 3.7327 0.4052 1.6254 2.01472018 3.6989 53.9719 28.6002 0.0831 Total CO2 CH4 N2O CO2e Year lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 8,759.704 3 8,759.7043 1.7676 0.0000 8,803.894 0 3.3707 1.7643 5.1350 0.5419 1.6254 2.1673Maximum 73.0447 53.9719 28.6002 0.0831 0.0000 3,444.639 0 3,444.6390 0.4561 0.0000 3,456.041 4 1.5043 0.5559 2.0602 0.4052 0.5126 0.91782019 73.0447 14.4182 11.5062 0.0337 0.0000 8,759.704 3 8,759.7043 1.7676 0.0000 8,803.894 0 3.3707 1.7643 5.1350 0.5419 1.6254 2.16732018 3.6989 53.9719 28.6002 0.0831 NBio- CO2 Total CO2 CH4 N2O CO2e Year lb/day lb/day Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROG NOx CO SO2 Fugitive PM10 End Date Num Days Week Num Days Phase Description 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROG NOx CO SO2 Fugitive PM10 6,431.321 0 6,431.3210 0.2474 0.0344 6,447.745 8 4.0025 0.1504 4.1528 1.0641 0.1481 1.2122Total 5.1651 4.7832 15.1842 0.0544 4,557.144 7 4,557.1447 0.2113 4,562.428 0 4.0025 0.0316 4.0340 1.0641 0.0293 1.0934Mobile 1.1585 3.2212 13.8399 0.0451 1,874.107 0 1,874.1070 0.0359 0.0344 1,885.243 9 0.1187 0.1187 0.1187 0.1187Energy 0.1718 1.5618 1.3119 9.3700e- 003 0.0692 0.0692 1.9000e- 004 0.07391.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 Area 3.8349 3.0000e- 004 0.0325 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 6,431.321 0 6,431.3210 0.2474 0.0344 6,447.745 8 4.0025 0.1504 4.1528 1.0641 0.1481 1.2122Total 5.1651 4.7832 15.1842 0.0544 4,557.144 7 4,557.1447 0.2113 4,562.428 0 4.0025 0.0316 4.0340 1.0641 0.0293 1.0934Mobile 1.1585 3.2212 13.8399 0.0451 1,874.107 0 1,874.1070 0.0359 0.0344 1,885.243 9 0.1187 0.1187 0.1187 0.1187Energy 0.1718 1.5618 1.3119 9.3700e- 003 0.0692 0.0692 1.9000e- 004 0.07391.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 Area 3.8349 3.0000e- 004 0.0325 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 Trenching Welders 0 8.00 46 0.45 Trenching Tractors/Loaders/Backhoes 0 6.00 97 0.37 Trenching Generator Sets 0 8.00 84 0.74 Trenching Forklifts 0 6.00 89 0.20 Trenching Excavators 3 8.00 158 0.38 Trenching Cranes 0 6.00 231 0.29 Grading Tractors/Loaders/Backhoes 3 7.00 97 0.37 Grading Skid Steer Loaders 1 8.00 65 0.37 Grading Scrapers 2 7.00 367 0.48 Grading Rubber Tired Dozers 0 6.00 247 0.40 Grading Graders 1 6.00 187 0.41 Grading Excavators 0 7.00 158 0.38 Demolition Tractors/Loaders/Backhoes 0 8.00 97 0.37 Demolition Rubber Tired Dozers 2 8.00 247 0.40 Demolition Excavators 0 8.00 158 0.38 Load Factor Demolition Concrete/Industrial Saws 0 8.00 81 0.73 Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 42.5 Acres of Paving: 0.83 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 254,646; Non-Residential Outdoor: 84,882; Striped Parking Area: 5,483 (Architectural Coating – sqft) OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power 22 6 Architectural Coating Architectural Coating 11/27/2019 12/26/2019 5 22 5 Paving Paving 10/26/2019 11/26/2019 5 22 4 Building Construction Building Construction 8/1/2018 10/24/2019 5 322 3 Trenching Trenching 6/29/2018 7/30/2018 5 22 2 Grading Grading 6/1/2018 6/28/2018 5 20 1 Demolition Demolition 5/1/2018 5/30/2018 5 3.1 Mitigation Measures Construction Water Exposed Area 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 22.00 0.00 0.00 Paving 5 13.00 0.00 0.00 14.70 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 4 110.00 43.00 0.00 Trenching 3 8.00 0.00 0.00 14.70 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 7 18.00 0.00 1,000.00 Demolition 2 5.00 0.00 237.00 14.70 Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Trips and VMT Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number Architectural Coating Air Compressors 1 6.00 78 0.48 Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37 Paving Rollers 1 7.00 80 0.38 Paving Paving Equipment 1 8.00 132 0.36 Paving Pavers 1 6.00 130 0.42 Paving Cement and Mortar Mixers 1 6.00 9 0.56 Paving Air Compressors 0 6.00 78 0.48 Building Construction Welders 0 8.00 46 0.45 Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37 Building Construction Paving Equipment 0 132 0.36 Building Construction Pavers 0 130 0.42 Building Construction Other Material Handling Equipment 1 8.00 80 0.38 Building Construction Generator Sets 0 8.00 84 0.74 Building Construction Forklifts 1 6.00 89 0.20 Building Construction Cranes 1 6.00 231 0.29 Building Construction Cement and Mortar Mixers 0 9 0.56 Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 995.4346 995.4346 0.0995 997.92170.2435 0.0137 0.2572 0.0662 0.0131 0.0793Total 0.1153 3.3806 0.9622 9.0400e- 003 57.8338 57.8338 1.5300e- 003 57.87210.0559 3.7000e- 004 0.0563 0.0148 3.4000e- 004 0.0152Worker 0.0224 0.0152 0.1964 5.8000e- 004 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000 937.6008 937.6008 0.0980 940.04960.1876 0.0134 0.2010 0.0514 0.0128 0.0642 CO2e Category lb/day lb/day Hauling 0.0929 3.3654 0.7658 8.4600e- 003 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2OSO2 Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 0.5356 1,733.735 9 Unmitigated Construction Off-Site ROG NOx CO 0.3532 1.1235 1.4766 1,720.346 7 1,720.3467 1,733.735 9 Total 2.3322 25.1199 8.7530 0.0171 2.3325 1.2211 3.5536 1.1235 1,720.346 7 1,720.3467 0.53560.0171 1.2211 1.2211 1.1235 0.0000 0.0000 Off-Road 2.3322 25.1199 8.7530 0.0000 2.3325 0.3532 0.0000 0.3532 Category lb/day lb/day Fugitive Dust 2.3325 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2eFugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total 3.2 Demolition - 2018 Unmitigated Construction On-Site ROG NOx CO SO2 4,199.769 0 4,199.7690 1.3075 4,232.455 2 1.7009 1.7009 1.5648 1.5648Off-Road 3.1870 38.2970 24.3388 0.0417 0.0000 0.00002.2988 0.0000 2.2988 0.2502 0.0000 0.2502Fugitive Dust Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.3 Grading - 2018 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 995.4346 995.4346 0.0995 997.92170.2435 0.0137 0.2572 0.0662 0.0131 0.0793Total 0.1153 3.3806 0.9622 9.0400e- 003 57.8338 57.8338 1.5300e- 003 57.87210.0559 3.7000e- 004 0.0563 0.0148 3.4000e- 004 0.0152Worker 0.0224 0.0152 0.1964 5.8000e- 004 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000 937.6008 937.6008 0.0980 940.04960.1876 0.0134 0.2010 0.0514 0.0128 0.0642Hauling 0.0929 3.3654 0.7658 8.4600e- 003 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 1,720.346 7 1,720.3467 0.5356 1,733.735 9 0.9097 1.2211 2.1308 0.1377 1.1235 1.2612Total 2.3322 25.1199 8.7530 0.0171 0.0000 1,720.346 7 1,720.3467 0.5356 1,733.735 9 1.2211 1.2211 1.1235 1.1235Off-Road 2.3322 25.1199 8.7530 0.0171 0.0000 0.00000.9097 0.0000 0.9097 0.1377 0.0000 0.1377Fugitive Dust Category lb/day lb/day Mitigated Construction Off-Site 0.0000 4,199.769 0 4,199.7690 1.3075 4,232.455 2 0.8965 1.7009 2.5974 0.0976 1.5648 1.6624Total 3.1870 38.2970 24.3388 0.0417 0.0000 4,199.769 0 4,199.7690 1.3075 4,232.455 2 1.7009 1.7009 1.5648 1.5648Off-Road 3.1870 38.2970 24.3388 0.0417 0.0000 0.00000.8965 0.0000 0.8965 0.0976 0.0000 0.0976Fugitive Dust Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 4,559.935 3 4,559.9353 0.4601 4,571.438 8 1.0719 0.0634 1.1353 0.2917 0.0606 0.3523Total 0.5120 15.6749 4.2614 0.0413 208.2016 208.2016 5.5100e- 003 208.33950.2012 1.3300e- 003 0.2025 0.0534 1.2200e- 003 0.0546Worker 0.0806 0.0548 0.7071 2.0900e- 003 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000 4,351.733 7 4,351.7337 0.4546 4,363.099 4 0.8707 0.0621 0.9328 0.2384 0.0594 0.2978Hauling 0.4314 15.6201 3.5543 0.0393 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 4,199.769 0 4,199.7690 1.3075 4,232.455 2 2.2988 1.7009 3.9997 0.2502 1.5648 1.8150Total 3.1870 38.2970 24.3388 0.0417 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 1,558.755 2 1,558.7552 0.4853 1,570.886 7 0.4504 0.4504 0.4144 0.4144Total 0.8674 9.2876 9.8270 0.0155 1,558.755 2 1,558.7552 0.4853 1,570.886 7 0.4504 0.4504 0.4144 0.4144Off-Road 0.8674 9.2876 9.8270 0.0155 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.4 Trenching - 2018 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 4,559.935 3 4,559.9353 0.4601 4,571.438 8 1.0719 0.0634 1.1353 0.2917 0.0606 0.3523Total 0.5120 15.6749 4.2614 0.0413 208.2016 208.2016 5.5100e- 003 208.33950.2012 1.3300e- 003 0.2025 0.0534 1.2200e- 003 0.0546Worker 0.0806 0.0548 0.7071 2.0900e- 003 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000 4,351.733 7 4,351.7337 0.4546 4,363.099 4 0.8707 0.0621 0.9328 0.2384 0.0594 0.2978Hauling 0.4314 15.6201 3.5543 0.0393 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 92.5341 92.5341 2.4500e- 003 92.59530.0894 5.9000e- 004 0.0900 0.0237 5.4000e- 004 0.0243Total 0.0358 0.0244 0.3142 9.3000e- 004 92.5341 92.5341 2.4500e- 003 92.59530.0894 5.9000e- 004 0.0900 0.0237 5.4000e- 004 0.0243Worker 0.0358 0.0244 0.3142 9.3000e- 004 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 1,558.755 2 1,558.7552 0.4853 1,570.886 7 0.4504 0.4504 0.4144 0.4144Total 0.8674 9.2876 9.8270 0.0155 0.0000 1,558.755 2 1,558.7552 0.4853 1,570.886 7 0.4504 0.4504 0.4144 0.4144Off-Road 0.8674 9.2876 9.8270 0.0155 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 92.5341 92.5341 2.4500e- 003 92.59530.0894 5.9000e- 004 0.0900 0.0237 5.4000e- 004 0.0243Total 0.0358 0.0244 0.3142 9.3000e- 004 92.5341 92.5341 2.4500e- 003 92.59530.0894 5.9000e- 004 0.0900 0.0237 5.4000e- 004 0.0243Worker 0.0358 0.0244 0.3142 9.3000e- 004 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Mitigated Construction On-Site 2,451.955 1 2,451.9551 0.1361 2,455.356 5 1.5043 0.0461 1.5504 0.4052 0.0438 0.4489Total 0.6667 5.4645 5.6971 0.0236 1,272.343 2 1,272.3432 0.0337 1,273.185 5 1.2295 8.1200e- 003 1.2377 0.3261 7.4800e- 003 0.3336Worker 0.4925 0.3348 4.3209 0.0128 1,179.611 9 1,179.6119 0.1024 1,182.171 0 0.2748 0.0380 0.3127 0.0791 0.0363 0.1154Vendor 0.1742 5.1296 1.3763 0.0109 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 1,049.167 0 1,049.1670 0.3266 1,057.332 5 0.6008 0.6008 0.5527 0.5527Total 0.9795 10.3832 6.5227 0.0104 1,049.167 0 1,049.1670 0.3266 1,057.332 5 0.6008 0.6008 0.5527 0.5527Off-Road 0.9795 10.3832 6.5227 0.0104 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.5 Building Construction - 2018 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 1,032.118 5 1,032.1185 0.3266 1,040.282 3 0.5147 0.5147 0.4735 0.4735Off-Road 0.8657 9.2413 6.2921 0.0104 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.5 Building Construction - 2019 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 2,451.955 1 2,451.9551 0.1361 2,455.356 5 1.5043 0.0461 1.5504 0.4052 0.0438 0.4489Total 0.6667 5.4645 5.6971 0.0236 1,272.343 2 1,272.3432 0.0337 1,273.185 5 1.2295 8.1200e- 003 1.2377 0.3261 7.4800e- 003 0.3336Worker 0.4925 0.3348 4.3209 0.0128 1,179.611 9 1,179.6119 0.1024 1,182.171 0 0.2748 0.0380 0.3127 0.0791 0.0363 0.1154Vendor 0.1742 5.1296 1.3763 0.0109 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 1,049.167 0 1,049.1670 0.3266 1,057.332 5 0.6008 0.6008 0.5527 0.5527Total 0.9795 10.3832 6.5227 0.0104 0.0000 1,049.167 0 1,049.1670 0.3266 1,057.332 5 0.6008 0.6008 0.5527 0.5527Off-Road 0.9795 10.3832 6.5227 0.0104 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 Mitigated Construction Off-Site 0.0000 1,032.118 5 1,032.1185 0.3266 1,040.282 3 0.5147 0.5147 0.4735 0.4735Total 0.8657 9.2413 6.2921 0.0104 0.0000 1,032.118 5 1,032.1185 0.3266 1,040.282 3 0.5147 0.5147 0.4735 0.4735Off-Road 0.8657 9.2413 6.2921 0.0104 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 2,412.520 5 2,412.5205 0.1296 2,415.759 1 1.5043 0.0412 1.5455 0.4052 0.0391 0.4442Total 0.6146 5.1769 5.2141 0.0232 1,238.754 3 1,238.7543 0.0305 1,239.515 7 1.2295 8.2100e- 003 1.2378 0.3261 7.5600e- 003 0.3336Worker 0.4534 0.2973 3.9242 0.0124 1,173.766 1 1,173.7661 0.0991 1,176.243 4 0.2748 0.0330 0.3077 0.0791 0.0315 0.1106Vendor 0.1612 4.8796 1.2899 0.0108 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 1,032.118 5 1,032.1185 0.3266 1,040.282 3 0.5147 0.5147 0.4735 0.4735Total 0.8657 9.2413 6.2921 0.0104 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 1,325.095 3 1,325.0953 0.4112 1,335.375 1 0.5225 0.5225 0.4815 0.4815Total 1.0027 9.1743 8.9025 0.0135 0.0000 0.00000.0000 0.0000 0.0000 0.0000Paving 0.0989 1,325.095 3 1,325.0953 0.4112 1,335.375 1 0.5225 0.5225 0.4815 0.4815Off-Road 0.9038 9.1743 8.9025 0.0135 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.6 Paving - 2019 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 2,412.520 5 2,412.5205 0.1296 2,415.759 1 1.5043 0.0412 1.5455 0.4052 0.0391 0.4442Total 0.6146 5.1769 5.2141 0.0232 1,238.754 3 1,238.7543 0.0305 1,239.515 7 1.2295 8.2100e- 003 1.2378 0.3261 7.5600e- 003 0.3336Worker 0.4534 0.2973 3.9242 0.0124 1,173.766 1 1,173.7661 0.0991 1,176.243 4 0.2748 0.0330 0.3077 0.0791 0.0315 0.1106Vendor 0.1612 4.8796 1.2899 0.0108 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 146.3982 146.3982 3.6000e- 003 146.48820.1453 9.7000e- 004 0.1463 0.0385 8.9000e- 004 0.0394Total 0.0536 0.0351 0.4638 1.4700e- 003 146.3982 146.3982 3.6000e- 003 146.48820.1453 9.7000e- 004 0.1463 0.0385 8.9000e- 004 0.0394Worker 0.0536 0.0351 0.4638 1.4700e- 003 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 1,325.095 3 1,325.0953 0.4112 1,335.375 1 0.5225 0.5225 0.4815 0.4815Total 1.0027 9.1743 8.9025 0.0135 0.0000 0.00000.0000 0.0000 0.0000 0.0000Paving 0.0989 0.0000 1,325.095 3 1,325.0953 0.4112 1,335.375 1 0.5225 0.5225 0.4815 0.4815Off-Road 0.9038 9.1743 8.9025 0.0135 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 146.3982 146.3982 3.6000e- 003 146.48820.1453 9.7000e- 004 0.1463 0.0385 8.9000e- 004 0.0394Total 0.0536 0.0351 0.4638 1.4700e- 003 146.3982 146.3982 3.6000e- 003 146.48820.1453 9.7000e- 004 0.1463 0.0385 8.9000e- 004 0.0394Worker 0.0536 0.0351 0.4638 1.4700e- 003 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Mitigated Construction On-Site 247.7509 247.7509 6.0900e- 003 247.90310.2459 1.6400e- 003 0.2476 0.0652 1.5100e- 003 0.0667Total 0.0907 0.0595 0.7848 2.4900e- 003 247.7509 247.7509 6.0900e- 003 247.90310.2459 1.6400e- 003 0.2476 0.0652 1.5100e- 003 0.0667Worker 0.0907 0.0595 0.7848 2.4900e- 003 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 281.4481 281.4481 0.0238 282.04230.1288 0.1288 0.1288 0.1288Total 72.9540 1.8354 1.8413 2.9700e- 003 281.4481 281.4481 0.0238 282.04230.1288 0.1288 0.1288 0.1288Off-Road 0.2664 1.8354 1.8413 2.9700e- 003 0.0000 0.00000.0000 0.0000 0.0000 0.0000Archit. Coating 72.6875 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 3.7 Architectural Coating - 2019 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 NBio- CO2 Total CO2 CH4 N2O CO2eExhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile ROG NOx CO SO2 Fugitive PM10 247.7509 247.7509 6.0900e- 003 247.90310.2459 1.6400e- 003 0.2476 0.0652 1.5100e- 003 0.0667Total 0.0907 0.0595 0.7848 2.4900e- 003 247.7509 247.7509 6.0900e- 003 247.90310.2459 1.6400e- 003 0.2476 0.0652 1.5100e- 003 0.0667Worker 0.0907 0.0595 0.7848 2.4900e- 003 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 281.4481 281.4481 0.0238 282.04230.1288 0.1288 0.1288 0.1288Total 72.9540 1.8354 1.8413 2.9700e- 003 0.0000 281.4481 281.4481 0.0238 282.04230.1288 0.1288 0.1288 0.1288Off-Road 0.2664 1.8354 1.8413 2.9700e- 003 0.0000 0.00000.0000 0.0000 0.0000 0.0000Archit. Coating 72.6875 Total CO2 CH4 N2O CO2e Category lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy 0.016160 0.001677 0.001586 0.004867 0.000586 0.001002 0.000600 0.000000 Other Asphalt Surfaces 0.555968 0.043848 0.210359 0.116378 0.016765 0.005795 0.025008 0.000000 0.000000 0.016500 0.001700 0.001700 0.005100Hotel 0.580700 0.046500 0.222000 0.125200 0.000000 0.016160 0.001677 0.001586 0.004867 0.000586 0.001002 SBUS MH Enclosed Parking with Elevator 0.555968 0.043848 0.210359 0.116378 0.016765 0.005795 0.025008 LHD2 MHD HHD OBUS UBUS MCYLand Use LDA LDT1 LDT2 MDV LHD1 0.00 0.00 0 0 0 4.4 Fleet Mix 61.60 19.00 58 38 4 Other Asphalt Surfaces 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 Hotel 16.60 8.40 6.90 19.40 H-S or C-C H-O or C-NW Primary Diverted Pass-by Enclosed Parking with Elevator 16.60 8.40 6.90 0.00 4.3 Trip Type Information Miles Trip % Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C- W Total 796.50 798.75 580.50 1,827,722 1,827,722 Other Asphalt Surfaces 0.00 0.00 0.00 Hotel 796.50 798.75 580.50 1,827,722 1,827,722 Annual VMT Enclosed Parking with Elevator 0.00 0.00 0.00 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT 4,557.144 7 4,557.1447 0.2113 4,562.428 0 4.0025 0.0316 4.0340 1.0641 0.0293 1.0934Unmitigated 1.1585 3.2212 13.8399 0.0451 4,557.144 7 4,557.1447 0.2113 4,562.428 0 4.0025 0.0316 4.0340 1.0641 0.0293 1.0934Mitigated 1.1585 3.2212 13.8399 0.0451 Category lb/day lb/day Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 1,874.1070 1,874.107 0 0.0359 0.0344 1,885.24390.1187 0.1187 0.1187 0.1187Total 0.1718 1.5618 1.3119 9.3700e- 003 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 1,874.1070 1,874.107 0 0.0359 0.0344 1,885.24390.1187 0.1187 0.1187 0.1187Hotel 15929.9 0.1718 1.5618 1.3119 9.3700e- 003 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Enclosed Parking with Elevator 0 0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Land Use kBTU/yr lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 5.2 Energy by Land Use - NaturalGas Unmitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 1,874.107 0 1,874.1070 0.0359 0.0344 1,885.243 9 0.1187 0.1187 0.1187 0.1187NaturalGas Unmitigated 0.1718 1.5618 1.3119 9.3700e- 003 1,874.107 0 1,874.1070 0.0359 0.0344 1,885.243 9 0.1187 0.1187 0.1187 0.1187NaturalGas Mitigated 0.1718 1.5618 1.3119 9.3700e- 003 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROG NOx CO SO2 Fugitive PM10 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 6.2 Area by SubCategory Unmitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0692 0.0692 1.9000e- 004 0.07391.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 Unmitigated 3.8349 3.0000e- 004 0.0325 0.0000 0.0692 0.0692 1.9000e- 004 0.07391.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 Mitigated 3.8349 3.0000e- 004 0.0325 0.0000 NBio- CO2 Total CO2 CH4 N2O CO2e Category lb/day lb/day Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 6.0 Area Detail 6.1 Mitigation Measures Area ROG NOx CO SO2 Fugitive PM10 1,874.1070 1,874.107 0 0.0359 0.0344 1,885.24390.1187 0.1187 0.1187 0.1187Total 0.1718 1.5618 1.3119 9.3700e- 003 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 1,874.1070 1,874.107 0 0.0359 0.0344 1,885.24390.1187 0.1187 0.1187 0.1187Hotel 15.9299 0.1718 1.5618 1.3119 9.3700e- 003 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Enclosed Parking with Elevator 0 0.0000 0.0000 0.0000 0.0000 Land Use kBTU/yr lb/day lb/day 8.0 Waste Detail 8.1 Mitigation Measures Waste 7.0 Water Detail 7.1 Mitigation Measures Water Install Low Flow Bathroom Faucet Install Low Flow Kitchen Faucet Install Low Flow Toilet Install Low Flow Shower 0.0692 0.0692 1.9000e- 004 0.07391.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 Total 3.8349 3.0000e- 004 0.0325 0.0000 0.0692 0.0692 1.9000e- 004 0.07391.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 Landscaping 3.0600e- 003 3.0000e- 004 0.0325 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products 3.3937 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating 0.4381 Total CO2 CH4 N2O CO2e SubCategory lb/day lb/day PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 NBio- CO2 Mitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0692 0.0692 1.9000e- 004 0.07391.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 Total 3.8349 3.0000e- 004 0.0325 0.0000 0.0692 0.0692 1.9000e- 004 0.07391.2000e- 004 1.2000e- 004 1.2000e- 004 1.2000e- 004 Landscaping 3.0600e- 003 3.0000e- 004 0.0325 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products 3.3937 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating 0.4381 User Defined Equipment Equipment Type Number 11.0 Vegetation Fuel Type Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Days/Year Horse Power Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators 9.0 Operational Offroad Equipment Type Number Hours/Day Off-road Equipment - . Off-road Equipment - proposed project equipment list 1.3 User Entered Comments & Non-Default Data Project Characteristics - . Land Use - From Site Plan (RFP) and Estimates from Aerial (Final Submittal Package, 5/7/18) Construction Phase - Based on Data needs and Proposed Project Equipment list Off-road Equipment - Off-road Equipment - crane, telescopic material handling, added backhoe and forklift for various CO2 Intensity (lb/MWhr) 1543.28 CH4 Intensity (lb/MWhr) 0.029 N2O Intensity (lb/MWhr) 0.006 30 Climate Zone 8 Operational Year 2020 Utility Company Anaheim Public Utilities 1.2 Other Project Characteristics Urbanization Urban Wind Speed (m/s)2.2 Precipitation Freq (Days) Hotel 225.00 Room 0.70 169,764.00 0 Other Asphalt Surfaces 35.96 1000sqft 0.83 35,963.00 0 Floor Surface Area Population Enclosed Parking with Elevator 55.42 1000sqft 0.00 55,422.00 0 1.0 Project Characteristics 1.1 Land Usage Land Uses Size Metric Lot Acreage CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 1 Date: 5/7/2018 4:07 PM Hilton Garden Inn and Home2 Suites - Orange County, Annual Hilton Garden Inn and Home2 Suites Orange County, Annual tblFleetMix LDT2 0.21 0.22 tblFleetMix LHD1 0.02 0.00 tblFleetMix LDA 0.56 0.58 tblFleetMix LDT1 0.04 0.05 tblConstructionPhase NumDays 10.00 22.00 tblFleetMix HHD 0.02 0.02 tblConstructionPhase NumDays 20.00 22.00 tblConstructionPhase NumDays 4.00 20.00 tblConstructionPhase NumDays 10.00 22.00 tblConstructionPhase NumDays 200.00 322.00 Water Mitigation - Part of Project design Fleet Mix - Adjusted fleet mix Waste Mitigation - Table Name Column Name Default Value New Value Water And Wastewater - From Applicant Land Use Change - Construction Off-road Equipment Mitigation - . Mobile Land Use Mitigation - Area Mitigation - Energy Mitigation - Demolition - Asphalt and buildings, estimated from aerial (paving) and applicant (building) Grading - Architectural Coating - Defaults Vehicle Trips - From Traffic report Area Coating - No Mitigation for Area Architectural Coatings Energy Use - Defaults Off-road Equipment - . Off-road Equipment - bulldozer, backhoe, excavator Off-road Equipment - . Trips and VMT - Defaults 2.0 Emissions Summary 2.1 Overall Construction Unmitigated Construction tblWater IndoorWaterUseRate 5,707,523.25 12,410,000.00 tblWater OutdoorWaterUseRate 634,169.25 182,500.00 tblVehicleTrips SU_TR 5.95 2.58 tblVehicleTrips WD_TR 8.17 3.54 tblOffRoadEquipment OffRoadEquipmentUnitAmount 3.00 0.00 tblVehicleTrips ST_TR 8.19 3.55 tblOffRoadEquipment OffRoadEquipmentUnitAmount 3.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 3.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 2.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00 tblOffRoadEquipment HorsePower 168.00 80.00 tblOffRoadEquipment LoadFactor 0.40 0.38 tblLandUse LotAcreage 1.27 0.00 tblLandUse LotAcreage 7.50 0.70 tblGrading MaterialExported 0.00 8,000.00 tblLandUse LandUseSquareFeet 326,700.00 169,764.00 tblFleetMix SBUS 5.8600e-004 6.0000e-004 tblFleetMix UBUS 1.5860e-003 1.7000e-003 tblFleetMix MHD 0.03 0.00 tblFleetMix OBUS 1.6770e-003 1.7000e-003 tblFleetMix MDV 0.12 0.13 tblFleetMix MH 1.0020e-003 0.00 tblFleetMix LHD2 5.7950e-003 0.00 tblFleetMix MCY 4.8670e-003 5.1000e-003 4 2-1-2019 4-30-2019 0.5074 0.5074 2 8-1-2018 10-31-2018 0.5760 0.5760 3 11-1-2018 1-31-2019 0.5607 0.5607 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter)Maximum Mitigated ROG + NOX (tons/quarter) 1 5-1-2018 7-31-2018 1.0250 1.0250 0.00 0.00 0.00 0.00 0.00 0.009.73 0.00 6.70 5.16 0.00 1.92 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROGNOxCOSO2Fugitive PM10 0.0000 346.7754 346.7754 0.0502 0.0000 347.99080.1617 0.0715 0.2281 0.0436 0.0659 0.1050Maximum0.9738 1.8340 1.3418 3.7400e- 003 0.0000 346.7754 346.7754 0.0486 0.0000 347.99080.1617 0.0664 0.2281 0.0436 0.0614 0.105020190.9738 1.6722 1.3418 3.7400e- 003 0.0000 292.6643 292.6643 0.0502 0.0000 293.92020.1137 0.0715 0.1852 0.0281 0.0659 0.093920180.1642 1.8340 1.1631 3.1200e- 003 Total CO2 CH4 N2O CO2e Year tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Mitigated Construction ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 346.7755 346.7755 PM2.5 Total Bio- CO2 NBio- CO2 0.0502 0.0000 347.99090.1617 0.0715 0.2281 0.0436 0.0659 0.1050Maximum0.9738 1.8340 1.3418 3.7400e- 003 0.0000 346.7755 346.7755 0.0486 0.0000 347.99090.1617 0.0664 0.2281 0.0436 0.0614 0.105020190.9738 1.6722 1.3418 3.7400e- 003 0.0000 292.6644 292.6644 0.0502 0.0000 293.92030.1434 0.0715 0.2148 0.0320 0.0659 0.097820180.1642 1.8340 1.1631 3.1200e- 003 NBio- CO2 Total CO2 CH4 N2O CO2e Year tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROGNOxCOSO2Fugitive PM10 0.0000 695.0732 695.0732 0.0333 0.0000 695.90660.6861 5.5200e- 003 0.6917 0.1827 5.1200e- 003 0.1878Mobile0.1918 0.5886 2.3604 7.5700e- 003 0.0000 1,611.924 3 1,611.9243 0.0304 0.0108 1,615.887 7 0.0217 0.0217 0.0217 0.0217Energy0.0314 0.2850 0.2394 1.7100e- 003 0.0000 7.8500e- 003 7.8500e- 003 2.0000e- 005 0.0000 8.3800e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Area 0.6997 4.0000e- 005 4.0600e- 003 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Mitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 28.9436 2,421.541 4 2,450.4850 PM2.5 Total Bio- CO2 NBio- CO2 1.9481 0.0207 2,505.369 7 0.6861 0.0272 0.7133 0.1827 0.0268 0.2095Total0.9229 0.8737 2.6039 9.2800e- 003 3.9371 114.5360 118.4731 0.4065 9.9900e- 003 131.61450.0000 0.0000 0.0000 0.0000Water 25.0065 0.0000 25.0065 1.4778 0.0000 61.95240.0000 0.0000 0.0000 0.0000Waste 0.0000 695.0732 695.0732 0.0333 0.0000 695.90660.6861 5.5200e- 003 0.6917 0.1827 5.1200e- 003 0.1878Mobile0.1918 0.5886 2.3604 7.5700e- 003 0.0000 1,611.924 3 1,611.9243 0.0304 0.0108 1,615.887 7 0.0217 0.0217 0.0217 0.0217Energy0.0314 0.2850 0.2394 1.7100e- 003 0.0000 7.8500e- 003 7.8500e- 003 2.0000e- 005 0.0000 8.3800e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Area 0.6997 4.0000e- 005 4.0600e- 003 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Bio- CO2 NBio- CO2 2.2 Overall Operational Unmitigated Operational ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 6 8-1-2019 9-30-2019 0.3464 PM2.5 Total 0.3464 Highest 1.0250 1.0250 5 5-1-2019 7-31-2019 0.5224 0.5224 Demolition Tractors/Loaders/Backhoes 0 8.00 97 0.37 Demolition Rubber Tired Dozers 2 8.00 247 0.40 Demolition Excavators 0 8.00 158 0.38 Load Factor Demolition Concrete/Industrial Saws 0 8.00 81 0.73 Acres of Grading (Site Preparation Phase): 0 Acres of Grading (Grading Phase): 42.5 Acres of Paving: 0.83 Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 254,646; Non-Residential Outdoor: 84,882; Striped Parking Area: 5,483 (Architectural Coating – sqft)OffRoad Equipment Phase Name Offroad Equipment Type Amount Usage Hours Horse Power 22 6 Architectural Coating Architectural Coating 11/27/2019 12/26/2019 5 22 5 Paving Paving 10/26/2019 11/26/2019 5 22 4 Building Construction Building Construction 8/1/2018 10/24/2019 5 322 3 Trenching Trenching 6/29/2018 7/30/2018 5 22 2 Grading Grading 6/1/2018 6/28/2018 5 20 End Date Num Days Week Num Days Phase Description 1 Demolition Demolition 5/1/2018 5/30/2018 5 3.0 Construction Detail Construction Phase Phase Number Phase Name Phase Type Start Date 2.72 0.93 0.96 4.17 9.59 1.040.00 0.00 0.00 0.00 0.00 0.00 NBio-CO2 Total CO2 CH4 N20 CO2e Percent Reduction 0.00 0.00 0.00 0.00 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2ROGNOxCOSO2Fugitive PM10 28.1562 2,398.918 1 2,427.0742 1.8668 0.0188 2,479.331 1 0.6861 0.0272 0.7133 0.1827 0.0268 0.2095Total0.9229 0.8737 2.6039 9.2800e- 003 3.1497 91.9127 95.0624 0.3252 8.0000e- 003 105.57600.0000 0.0000 0.0000 0.0000Water 25.0065 0.0000 25.0065 1.4778 0.0000 61.95240.0000 0.0000 0.0000 0.0000Waste Trips and VMT Architectural Coating Air Compressors 1 6.00 78 0.48 Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37 Paving Rollers 1 7.00 80 0.38 Paving Paving Equipment 1 8.00 132 0.36 Paving Pavers 1 6.00 130 0.42 Paving Cement and Mortar Mixers 1 6.00 9 0.56 Paving Air Compressors 0 6.00 78 0.48 Building Construction Welders 0 8.00 46 0.45 Building Construction Tractors/Loaders/Backhoes 1 6.00 97 0.37 Building Construction Paving Equipment 0 132 0.36 Building Construction Pavers 0 130 0.42 Building Construction Other Material Handling Equipment 1 8.00 80 0.38 Building Construction Generator Sets 0 8.00 84 0.74 Building Construction Forklifts 1 6.00 89 0.20 Building Construction Cranes 1 6.00 231 0.29 Building Construction Cement and Mortar Mixers 0 9 0.56 Trenching Welders 0 8.00 46 0.45 Trenching Tractors/Loaders/Backhoes 0 6.00 97 0.37 Trenching Generator Sets 0 8.00 84 0.74 Trenching Forklifts 0 6.00 89 0.20 Trenching Excavators 3 8.00 158 0.38 Trenching Cranes 0 6.00 231 0.29 Grading Tractors/Loaders/Backhoes 3 7.00 97 0.37 Grading Skid Steer Loaders 1 8.00 65 0.37 Grading Scrapers 2 7.00 367 0.48 Grading Rubber Tired Dozers 0 6.00 247 0.40 Grading Graders 1 6.00 187 0.41 Grading Excavators 0 7.00 158 0.38 CO2ePM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2OSO2Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 5.3400e- 003 0.0000 17.3010 Unmitigated Construction Off-Site ROG NOx CO 3.8800e- 003 0.0124 0.0162 0.0000 17.1674 17.1674 17.3010 Total 0.0257 0.2763 0.0963 1.9000e- 004 0.0257 0.0134 0.0391 0.0124 0.0000 17.1674 17.1674 5.3400e- 003 0.00001.9000e- 004 0.0134 0.0134 0.0124 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0257 0.2763 0.0963 0.0000 0.0257 3.8800e- 003 0.0000 3.8800e- 003 0.0000 Category tons/yr MT/yr Fugitive Dust 0.0257 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2eFugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total 3.1 Mitigation Measures Construction Water Exposed Area 3.2 Demolition - 2018 Unmitigated Construction On-Site ROG NOx CO SO2 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 22.00 0.00 0.00 Paving 5 13.00 0.00 0.00 14.70 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 4 110.00 43.00 0.00 Trenching 3 8.00 0.00 0.00 14.70 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 7 18.00 0.00 1,000.00 Demolition 2 5.00 0.00 237.00 14.70 Worker Trip Length Vendor Trip Length Hauling Trip Length Worker Vehicle Class Vendor Vehicle Class Hauling Vehicle Class Phase Name Offroad Equipment Count Worker Trip Number Vendor Trip Number Hauling Trip Number 0.0000 0.5546 0.5546 1.0000e- 005 0.0000 0.55496.0000e- 004 0.0000 6.1000e- 004 1.6000e- 004 0.0000 1.6000e- 004 Worker 2.5000e- 004 1.9000e- 004 2.0500e- 003 1.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 9.2986 9.2986 9.9000e- 004 0.0000 9.32332.0300e- 003 1.5000e- 004 2.1800e- 003 5.6000e- 004 1.4000e- 004 7.0000e- 004 Hauling 1.0300e- 003 0.0382 8.6600e- 003 9.0000e- 005 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 17.1674 17.1674 PM2.5 Total Bio- CO2 NBio- CO2 5.3400e- 003 0.0000 17.30100.0100 0.0134 0.0234 1.5200e- 003 0.0124 0.0139Total0.0257 0.2763 0.0963 1.9000e- 004 0.0000 17.1674 17.1674 5.3400e- 003 0.0000 17.30100.0134 0.0134 0.0124 0.0124Off-Road 0.0257 0.2763 0.0963 1.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0100 0.0000 0.0100 1.5200e- 003 0.0000 1.5200e- 003 Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 9.8532 9.8532 PM2.5 Total Bio- CO2 NBio- CO2 1.0000e- 003 0.0000 9.87832.6300e- 003 1.5000e- 004 2.7900e- 003 7.2000e- 004 1.4000e- 004 8.6000e- 004 Total 1.2800e- 003 0.0384 0.0107 1.0000e- 004 0.0000 0.5546 0.5546 1.0000e- 005 0.0000 0.55496.0000e- 004 0.0000 6.1000e- 004 1.6000e- 004 0.0000 1.6000e- 004 Worker 2.5000e- 004 1.9000e- 004 2.0500e- 003 1.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 9.2986 9.2986 9.9000e- 004 0.0000 9.32332.0300e- 003 1.5000e- 004 2.1800e- 003 5.6000e- 004 1.4000e- 004 7.0000e- 004 Category tons/yr MT/yr Hauling 1.0300e- 003 0.0382 8.6600e- 003 9.0000e- 005 Mitigated Construction On-Site 0.0000 41.0496 41.0496 4.2200e- 003 0.0000 41.15510.0106 6.4000e- 004 0.0112 2.8700e- 003 6.1000e- 004 3.4900e- 003 Total 5.1800e- 003 0.1620 0.0433 4.1000e- 004 0.0000 1.8150 1.8150 5.0000e- 005 0.0000 1.81621.9800e- 003 1.0000e- 005 1.9900e- 003 5.2000e- 004 1.0000e- 005 5.4000e- 004 Worker 8.2000e- 004 6.2000e- 004 6.7200e- 003 2.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 39.2346 39.2346 4.1700e- 003 0.0000 39.33908.5700e- 003 6.3000e- 004 9.2000e- 003 2.3500e- 003 6.0000e- 004 2.9500e- 003 Hauling 4.3600e- 003 0.1614 0.0365 3.9000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 38.0997 38.0997 PM2.5 Total Bio- CO2 NBio- CO2 0.0119 0.0000 38.39620.0230 0.0170 0.0400 2.5000e- 003 0.0157 0.0182Total0.0319 0.3830 0.2434 4.2000e- 004 0.0000 38.0997 38.0997 0.0119 0.0000 38.39620.0170 0.0170 0.0157 0.0157Off-Road 0.0319 0.3830 0.2434 4.2000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0230 0.0000 0.0230 2.5000e- 003 0.0000 2.5000e- 003 Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 9.8532 9.8532 PM2.5 Total Bio- CO2 NBio- CO2 3.3 Grading - 2018 1.0000e- 003 0.0000 9.87832.6300e- 003 1.5000e- 004 2.7900e- 003 7.2000e- 004 1.4000e- 004 8.6000e- 004 Total 1.2800e- 003 0.0384 0.0107 1.0000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 41.0496 41.0496 PM2.5 Total Bio- CO2 NBio- CO2 3.4 Trenching - 2018 4.2200e- 003 0.0000 41.15510.0106 6.4000e- 004 0.0112 2.8700e- 003 6.1000e- 004 3.4900e- 003 Total 5.1800e- 003 0.1620 0.0433 4.1000e- 004 0.0000 1.8150 1.8150 5.0000e- 005 0.0000 1.81621.9800e- 003 1.0000e- 005 1.9900e- 003 5.2000e- 004 1.0000e- 005 5.4000e- 004 Worker 8.2000e- 004 6.2000e- 004 6.7200e- 003 2.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 39.2346 39.2346 4.1700e- 003 0.0000 39.33908.5700e- 003 6.3000e- 004 9.2000e- 003 2.3500e- 003 6.0000e- 004 2.9500e- 003 Hauling 4.3600e- 003 0.1614 0.0365 3.9000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 38.0996 38.0996 PM2.5 Total Bio- CO2 NBio- CO2 0.0119 0.0000 38.39618.9700e- 003 0.0170 0.0260 9.8000e- 004 0.0157 0.0166Total0.0319 0.3830 0.2434 4.2000e- 004 0.0000 38.0996 38.0996 0.0119 0.0000 38.39610.0170 0.0170 0.0157 0.0157Off-Road 0.0319 0.3830 0.2434 4.2000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00008.9700e- 003 0.0000 8.9700e- 003 9.8000e- 004 0.0000 9.8000e- 004 Fugitive Dust Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2 0.0000 15.5549 15.5549 4.8400e- 003 0.0000 15.67594.9500e- 003 4.9500e- 003 4.5600e- 003 4.5600e- 003 Total 9.5400e- 003 0.1022 0.1081 1.7000e- 004 0.0000 15.5549 15.5549 4.8400e- 003 0.0000 15.67594.9500e- 003 4.9500e- 003 4.5600e- 003 4.5600e- 003 Off-Road 9.5400e- 003 0.1022 0.1081 1.7000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.8873 0.8873 PM2.5 Total Bio- CO2 NBio- CO2 2.0000e- 005 0.0000 0.88799.7000e- 004 1.0000e- 005 9.7000e- 004 2.6000e- 004 1.0000e- 005 2.6000e- 004 Total 4.0000e- 004 3.0000e- 004 3.2900e- 003 1.0000e- 005 0.0000 0.8873 0.8873 2.0000e- 005 0.0000 0.88799.7000e- 004 1.0000e- 005 9.7000e- 004 2.6000e- 004 1.0000e- 005 2.6000e- 004 Worker 4.0000e- 004 3.0000e- 004 3.2900e- 003 1.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 15.5549 15.5549 PM2.5 Total Bio- CO2 NBio- CO2 4.8400e- 003 0.0000 15.67594.9500e- 003 4.9500e- 003 4.5600e- 003 4.5600e- 003 Total 9.5400e- 003 0.1022 0.1081 1.7000e- 004 0.0000 15.5549 15.5549 4.8400e- 003 0.0000 15.67594.9500e- 003 4.9500e- 003 4.5600e- 003 4.5600e- 003 Off-Road 9.5400e- 003 0.1022 0.1081 1.7000e- 004 Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 51.8725 51.8725 PM2.5 Total Bio- CO2 NBio- CO2 0.0162 0.0000 52.27620.0327 0.0327 0.0301 0.0301Total0.0534 0.5659 0.3555 5.7000e- 004 0.0000 51.8725 51.8725 0.0162 0.0000 52.27620.0327 0.0327 0.0301 0.0301Off-Road 0.0534 0.5659 0.3555 5.7000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 0.8873 0.8873 PM2.5 Total Bio- CO2 NBio- CO2 3.5 Building Construction - 2018 2.0000e- 005 0.0000 0.88799.7000e- 004 1.0000e- 005 9.7000e- 004 2.6000e- 004 1.0000e- 005 2.6000e- 004 Total 4.0000e- 004 3.0000e- 004 3.2900e- 003 1.0000e- 005 0.0000 0.8873 0.8873 2.0000e- 005 0.0000 0.88799.7000e- 004 1.0000e- 005 9.7000e- 004 2.6000e- 004 1.0000e- 005 2.6000e- 004 Worker 4.0000e- 004 3.0000e- 004 3.2900e- 003 1.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2 0.0000 60.4486 60.4486 1.6100e- 003 0.0000 60.48880.0658 4.4000e- 004 0.0663 0.0175 4.1000e- 004 0.0179Worker0.0272 0.0206 0.2238 6.7000e- 004 0.0000 57.7313 57.7313 5.1800e- 003 0.0000 57.86100.0148 2.0800e- 003 0.0168 4.2600e- 003 1.9900e- 003 6.2500e- 003 Vendor 9.6700e- 003 0.2853 0.0787 5.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 51.8724 51.8724 PM2.5 Total Bio- CO2 NBio- CO2 0.0162 0.0000 52.27610.0327 0.0327 0.0301 0.0301Total0.0534 0.5659 0.3555 5.7000e- 004 0.0000 51.8724 51.8724 0.0162 0.0000 52.27610.0327 0.0327 0.0301 0.0301Off-Road 0.0534 0.5659 0.3555 5.7000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 118.1800 118.1800 PM2.5 Total Bio- CO2 NBio- CO2 6.7900e- 003 0.0000 118.34970.0806 2.5200e- 003 0.0831 0.0217 2.4000e- 003 0.0241Total0.0369 0.3059 0.3025 1.2600e- 003 0.0000 60.4486 60.4486 1.6100e- 003 0.0000 60.48880.0658 4.4000e- 004 0.0663 0.0175 4.1000e- 004 0.0179Worker0.0272 0.0206 0.2238 6.7000e- 004 0.0000 57.7313 57.7313 5.1800e- 003 0.0000 57.86100.0148 2.0800e- 003 0.0168 4.2600e- 003 1.9900e- 003 6.2500e- 003 Vendor 9.6700e- 003 0.2853 0.0787 5.9000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Category tons/yr MT/yr Mitigated Construction On-Site 0.0000 227.2463 227.2463 0.0126 0.0000 227.56200.1574 4.4100e- 003 0.1619 0.0425 4.1900e- 003 0.0467Total0.0664 0.5657 0.5405 2.4100e- 003 0.0000 114.9966 114.9966 2.8300e- 003 0.0000 115.06740.1286 8.7000e- 004 0.1295 0.0342 8.1000e- 004 0.0350Worker0.0489 0.0357 0.3963 1.2700e- 003 0.0000 112.2496 112.2496 9.8000e- 003 0.0000 112.49460.0288 3.5400e- 003 0.0324 8.3200e- 003 3.3800e- 003 0.0117Vendor0.0175 0.5300 0.1442 1.1400e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 99.7183 99.7183 PM2.5 Total Bio- CO2 NBio- CO2 0.0316 0.0000 100.50710.0548 0.0548 0.0504 0.0504Total0.0922 0.9842 0.6701 1.1100e- 003 0.0000 99.7183 99.7183 0.0316 0.0000 100.50710.0548 0.0548 0.0504 0.0504Off-Road 0.0922 0.9842 0.6701 1.1100e- 003 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 118.1800 118.1800 PM2.5 Total Bio- CO2 NBio- CO2 3.5 Building Construction - 2019 6.7900e- 003 0.0000 118.34970.0806 2.5200e- 003 0.0831 0.0217 2.4000e- 003 0.0241Total0.0369 0.3059 0.3025 1.2600e- 003 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 227.2463 227.2463 PM2.5 Total Bio- CO2 NBio- CO2 3.6 Paving - 2019 0.0126 0.0000 227.56200.1574 4.4100e- 003 0.1619 0.0425 4.1900e- 003 0.0467Total0.0664 0.5657 0.5405 2.4100e- 003 0.0000 114.9966 114.9966 2.8300e- 003 0.0000 115.06740.1286 8.7000e- 004 0.1295 0.0342 8.1000e- 004 0.0350Worker0.0489 0.0357 0.3963 1.2700e- 003 0.0000 112.2496 112.2496 9.8000e- 003 0.0000 112.49460.0288 3.5400e- 003 0.0324 8.3200e- 003 3.3800e- 003 0.0117Vendor0.0175 0.5300 0.1442 1.1400e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 99.7182 99.7182 PM2.5 Total Bio- CO2 NBio- CO2 0.0316 0.0000 100.50690.0548 0.0548 0.0504 0.0504Total0.0922 0.9842 0.6701 1.1100e- 003 0.0000 99.7182 99.7182 0.0316 0.0000 100.50690.0548 0.0548 0.0504 0.0504Off-Road 0.0922 0.9842 0.6701 1.1100e- 003 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2 0.0000 13.2232 13.2232 4.1000e- 003 0.0000 13.32575.7500e- 003 5.7500e- 003 5.3000e- 003 5.3000e- 003 Total 0.0110 0.1009 0.0979 1.5000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Paving1.0900e- 003 0.0000 13.2232 13.2232 4.1000e- 003 0.0000 13.32575.7500e- 003 5.7500e- 003 5.3000e- 003 5.3000e- 003 Off-Road 9.9400e- 003 0.1009 0.0979 1.5000e- 004 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 1.4037 1.4037 PM2.5 Total Bio- CO2 NBio- CO2 3.0000e- 005 0.0000 1.40461.5700e- 003 1.0000e- 005 1.5800e- 003 4.2000e- 004 1.0000e- 005 4.3000e- 004 Total 6.0000e- 004 4.4000e- 004 4.8400e- 003 2.0000e- 005 0.0000 1.4037 1.4037 3.0000e- 005 0.0000 1.40461.5700e- 003 1.0000e- 005 1.5800e- 003 4.2000e- 004 1.0000e- 005 4.3000e- 004 Worker 6.0000e- 004 4.4000e- 004 4.8400e- 003 2.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 13.2232 13.2232 PM2.5 Total Bio- CO2 NBio- CO2 4.1000e- 003 0.0000 13.32585.7500e- 003 5.7500e- 003 5.3000e- 003 5.3000e- 003 Total 0.0110 0.1009 0.0979 1.5000e- 004 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Paving1.0900e- 003 0.0000 13.2232 13.2232 4.1000e- 003 0.0000 13.32585.7500e- 003 5.7500e- 003 5.3000e- 003 5.3000e- 003 Off-Road 9.9400e- 003 0.1009 0.0979 1.5000e- 004 Total CO2 CH4 N2O CO2ePM10 Total Fugitive PM2.5 Exhaust PM2.5 Unmitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 2.8086 2.8086 PM2.5 Total Bio- CO2 NBio- CO2 2.4000e- 004 0.0000 2.81451.4200e- 003 1.4200e- 003 1.4200e- 003 1.4200e- 003 Total 0.8025 0.0202 0.0203 3.0000e- 005 0.0000 2.8086 2.8086 2.4000e- 004 0.0000 2.81451.4200e- 003 1.4200e- 003 1.4200e- 003 1.4200e- 003 Off-Road 2.9300e- 003 0.0202 0.0203 3.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Archit. Coating 0.7996 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Unmitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 1.4037 1.4037 PM2.5 Total Bio- CO2 NBio- CO2 3.7 Architectural Coating - 2019 3.0000e- 005 0.0000 1.40461.5700e- 003 1.0000e- 005 1.5800e- 003 4.2000e- 004 1.0000e- 005 4.3000e- 004 Total 6.0000e- 004 4.4000e- 004 4.8400e- 003 2.0000e- 005 0.0000 1.4037 1.4037 3.0000e- 005 0.0000 1.40461.5700e- 003 1.0000e- 005 1.5800e- 003 4.2000e- 004 1.0000e- 005 4.3000e- 004 Worker 6.0000e- 004 4.4000e- 004 4.8400e- 003 2.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2 0.0000 2.3755 2.3755 6.0000e- 005 0.0000 2.37702.6600e- 003 2.0000e- 005 2.6700e- 003 7.1000e- 004 2.0000e- 005 7.2000e- 004 Worker 1.0100e- 003 7.4000e- 004 8.1900e- 003 3.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Mitigated Construction Off-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 2.8086 2.8086 PM2.5 Total Bio- CO2 NBio- CO2 2.4000e- 004 0.0000 2.81451.4200e- 003 1.4200e- 003 1.4200e- 003 1.4200e- 003 Total 0.8025 0.0202 0.0203 3.0000e- 005 0.0000 2.8086 2.8086 2.4000e- 004 0.0000 2.81451.4200e- 003 1.4200e- 003 1.4200e- 003 1.4200e- 003 Off-Road 2.9300e- 003 0.0202 0.0203 3.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Archit. Coating 0.7996 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Mitigated Construction On-Site ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 2.3755 2.3755 PM2.5 Total Bio- CO2 NBio- CO2 6.0000e- 005 0.0000 2.37702.6600e- 003 2.0000e- 005 2.6700e- 003 7.1000e- 004 2.0000e- 005 7.2000e- 004 Total 1.0100e- 003 7.4000e- 004 8.1900e- 003 3.0000e- 005 0.0000 2.3755 2.3755 6.0000e- 005 0.0000 2.37702.6600e- 003 2.0000e- 005 2.6700e- 003 7.1000e- 004 2.0000e- 005 7.2000e- 004 Worker 1.0100e- 003 7.4000e- 004 8.1900e- 003 3.0000e- 005 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Vendor0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 0.0000 0.0000Hauling0.0000 0.0000 0.0000 0.0000 Category tons/yr MT/yr 0.00 0.00 0 0 0 61.60 19.00 58 38 4 Other Asphalt Surfaces 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0 Hotel 16.60 8.40 6.90 19.40 H-S or C-C H-O or C-NW Primary Diverted Pass-by Enclosed Parking with Elevator 16.60 8.40 6.90 0.00 4.3 Trip Type Information Miles Trip %Trip Purpose % Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C- W Total 796.50 798.75 580.50 1,827,722 1,827,722 Other Asphalt Surfaces 0.00 0.00 0.00 Hotel 796.50 798.75 580.50 1,827,722 1,827,722 Annual VMT Enclosed Parking with Elevator 0.00 0.00 0.00 4.2 Trip Summary Information Average Daily Trip Rate Unmitigated Mitigated Land Use Weekday Saturday Sunday Annual VMT 0.0000 695.0732 695.0732 0.0333 0.0000 695.90660.6861 5.5200e- 003 0.6917 0.1827 5.1200e- 003 0.1878Unmitigated0.1918 0.5886 2.3604 7.5700e- 003 0.0000 695.0732 695.0732 0.0333 0.0000 695.90660.6861 5.5200e- 003 0.6917 0.1827 5.1200e- 003 0.1878Mitigated0.1918 0.5886 2.3604 7.5700e- 003 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Exhaust PM10 PM10 Total 4.0 Operational Detail - Mobile 4.1 Mitigation Measures Mobile ROG NOx CO SO2 Fugitive PM10 0.0000 2.3755 2.3755 Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 6.0000e- 005 0.0000 2.37702.6600e- 003 2.0000e- 005 2.6700e- 003 7.1000e- 004 2.0000e- 005 7.2000e- 004 Total 1.0100e- 003 7.4000e- 004 8.1900e- 003 3.0000e- 005 NBio- CO2 Total CO2 CH4 N2O CO2e Land Use kBTU/yr tons/yr MT/yr Exhaust PM10 PM2.5 Total Bio- CO2 5.2 Energy by Land Use - NaturalGas Unmitigated NaturalGa s Use ROG NOx CO SO2 Fugitive PM10 0.00000.0217 PM10 Total Fugitive PM2.5 Exhaust PM2.5 310.2794 310.2794 5.9500e- 003 5.6900e- 003 312.12330.0217 0.0217 0.0217NaturalGas Unmitigated 0.0314 0.2850 0.2394 1.7100e- 003 0.0000 310.2794 310.2794 5.9500e- 003 5.6900e- 003 312.12330.0217 0.0217 0.0217 0.0217NaturalGas Mitigated 0.0314 0.2850 0.2394 1.7100e- 003 0.0000 1,301.644 9 1,301.6449 0.0245 5.0600e- 003 1,303.764 4 0.0000 0.0000 0.0000 0.0000Electricity Unmitigated 0.0000 1,301.644 9 1,301.6449 0.0245 5.0600e- 003 1,303.764 4 0.0000 0.0000 0.0000 0.0000Electricity Mitigated NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 5.0 Energy Detail Historical Energy Use: N 5.1 Mitigation Measures Energy ROG NOx CO SO2 Fugitive PM10 0.016160 0.001677Other Asphalt Surfaces 0.555968 0.043848 0.210359 0.001586 0.004867 0.000586 0.001002 0.000600 0.000000 0.116378 0.016765 0.005795 0.025008 0.000000 0.000000 0.016500 0.001700 0.001700 0.005100Hotel0.580700 0.046500 0.222000 0.125200 0.000000 0.016160 0.001677 0.001586 0.004867 0.000586 0.001002 SBUS MH Enclosed Parking with Elevator 0.555968 0.043848 0.210359 0.116378 0.016765 0.005795 0.025008 LHD2 MHD HHD OBUS UBUS MCYLand Use LDA LDT1 LDT2 MDV LHD1 4.4 Fleet Mix 0.0000Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 227.7178 Hotel 1.53467e+ 006 1,074.2973 0.0202 4.1800e- 003 1,076.046 7 Land Use kWh/yr t o n MT/yr Enclosed Parking with Elevator 324773 227.3476 4.2700e- 003 8.8000e- 004 Unmitigated Electricity Use Total CO2 CH4 N2O CO2e 5.9500e- 003 5.6900e- 003 312.1233 5.3 Energy by Land Use - Electricity 0.0217 0.0217 0.0217 0.0000 0.0000 Total 0.0314 0.2850 0.2394 310.2794 310.27941.7100e- 003 0.0000 0.0000 0.0000 0.0000 0.0217 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 310.2794 310.2794 5.9500e- 003 5.6900e- 003 312.1233 Other Asphalt Surfaces 0 0.0000 0.0000 0.0217 0.0217 0.0217 0.0217 0.0000 0.0000 0.0000 Hotel 5.81442e+ 006 0.0314 0.2850 0.2394 1.7100e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000 CO2e Land Use kBTU/yr tons/yr MT/yr Enclosed Parking with Elevator 0 0.0000 0.0000 PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2OSO2Fugitive PM10 Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 NaturalGa s Use ROG NOx CO 5.6900e- 003 312.1233 Mitigated 0.0217 0.0217 0.0217 0.0000 Total 0.0314 0.2850 0.2394 1.7100e- 003 310.2794 5.9500e- 003 0.0217 0.0000 0.0000 0.0000 0.0000 0.0000 310.2794 0.0000 0.00000.0000 0.0000 0.0000 0.0000 310.2794 5.9500e- 003 5.6900e- 003 312.1233 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0217 0.0217 0.0217 0.0000 310.2794 0.0000 Hotel 5.81442e+ 006 0.0314 0.2850 0.2394 1.7100e- 003 0.0217 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Enclosed Parking with Elevator 0 0.0000 0.0000 0.0000 0.0000 7.8500e- 003 7.8500e- 003 2.0000e- 005 0.0000 8.3800e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Unmitigated 0.6997 4.0000e- 005 4.0600e- 003 0.0000 0.0000 7.8500e- 003 7.8500e- 003 2.0000e- 005 0.0000 8.3800e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Mitigated 0.6997 4.0000e- 005 4.0600e- 003 0.0000 NBio- CO2 Total CO2 CH4 N2O CO2e Category tons/yr MT/yr Exhaust PM10 PM10 Total Fugitive PM2.5 Exhaust PM2.5 PM2.5 Total Bio- CO2 6.0 Area Detail 6.1 Mitigation Measures Area ROG NOx CO SO2 Fugitive PM10 0.0000 Total 1,301.6449 0.0245 5.0600e- 003 1,303.764 4 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 227.7178 Hotel 1.53467e+ 006 1,074.2973 0.0202 4.1800e- 003 1,076.046 7 Land Use kWh/yr t o n MT/yr Enclosed Parking with Elevator 324773 227.3476 4.2700e- 003 8.8000e- 004 Mitigated Electricity Use Total CO2 CH4 N2O CO2e Total 1,301.6449 0.0245 5.0600e- 003 1,303.764 4 7.0 Water Detail 7.1 Mitigation Measures Water Install Low Flow Bathroom Faucet 0.0000 7.8500e- 003 7.8500e- 003 2.0000e- 005 0.0000 8.3800e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Total 0.6997 4.0000e- 005 4.0600e- 003 0.0000 0.0000 7.8500e- 003 7.8500e- 003 2.0000e- 005 0.0000 8.3800e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Landscaping 3.8000e- 004 4.0000e- 005 4.0600e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products 0.6194 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating 0.0800 Total CO2 CH4 N2O CO2e SubCategory tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Mitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 0.0000 7.8500e- 003 7.8500e- 003 PM2.5 Total Bio- CO2 NBio- CO2 2.0000e- 005 0.0000 8.3800e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Total 0.6997 4.0000e- 005 4.0600e- 003 0.0000 0.0000 7.8500e- 003 7.8500e- 003 2.0000e- 005 0.0000 8.3800e- 003 1.0000e- 005 1.0000e- 005 1.0000e- 005 1.0000e- 005 Landscaping 3.8000e- 004 4.0000e- 005 4.0600e- 003 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Consumer Products 0.6194 0.0000 0.0000 0.0000 0.0000 0.0000 0.00000.0000 0.0000 0.0000 0.0000Architectural Coating 0.0800 Total CO2 CH4 N2O CO2e SubCategory tons/yr MT/yr PM10 Total Fugitive PM2.5 Exhaust PM2.5 Unmitigated ROG NOx CO SO2 Fugitive PM10 Exhaust PM10 PM2.5 Total Bio- CO2 NBio- CO2 6.2 Area by SubCategory Mitigated 0.0000 Total 118.4731 0.4065 9.9900e- 003 131.6145 Other Asphalt Surfaces 0 / 0 0.0000 0.0000 0.0000 0.0000 131.6145Hotel12.41 / 0.1825 118.4731 0.4065 9.9900e- 003 Land Use Mgal t o n MT/yr Enclosed Parking with Elevator 0 / 0 0.0000 0.0000 0.0000 7.2 Water by Land Use Unmitigated Indoor/Out door Use Total CO2 CH4 N2O CO2e Unmitigated 118.4731 0.4065 9.9900e- 003 131.6145 Category t o n MT/yr Mitigated 95.0624 0.3252 8.0000e- 003 105.5760 Total CO2 CH4 N2O CO2e Install Low Flow Kitchen Faucet Install Low Flow Toilet Install Low Flow Shower 8.2 Waste by Land Use Unmitigated Unmitigated 25.0065 1.4778 0.0000 61.9524 t o n MT/yr Mitigated 25.0065 1.4778 0.0000 61.9524 8.0 Waste Detail 8.1 Mitigation Measures Waste Category/Year Total CO2 CH4 N2O CO2e 0.0000 Total 95.0624 0.3252 8.0000e- 003 105.5760 Other Asphalt Surfaces 0 / 0 0.0000 0.0000 0.0000 0.0000 Hotel 9.928 / 0.1825 95.0624 0.3252 8.0000e- 003 105.5760 Land Use Mgal t o n MT/yr Enclosed Parking with Elevator 0 / 0 0.0000 0.0000 0.0000 Indoor/Out door Use Total CO2 CH4 N2O CO2e Fuel Type Load Factor Fuel Type 10.0 Stationary Equipment Fire Pumps and Emergency Generators Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor 9.0 Operational Offroad Equipment Type Number Hours/Day Days/Year Horse Power 0.0000 Total 25.0065 1.4778 0.0000 61.9524 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 Hotel 123.19 25.0065 1.4778 0.0000 61.9524 Land Use tons t o n MT/yr Enclosed Parking with Elevator 0 0.0000 0.0000 0.0000 Mitigated Waste Disposed Total CO2 CH4 N2O CO2e 0.0000 Total 25.0065 1.4778 0.0000 61.9524 Other Asphalt Surfaces 0 0.0000 0.0000 0.0000 0.0000 61.9524Hotel123.19 25.0065 1.4778 0.0000 Land Use tons t o n MT/yr Enclosed Parking with Elevator 0 0.0000 0.0000 0.0000 Waste Disposed Total CO2 CH4 N2O CO2e User Defined Equipment Equipment Type Number 11.0 Vegetation Boilers Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type APPENDIX B CULTURAL RESOURCES 225 South Lake Avenue Suite 1000 Pasadena, CA 91101 Tel 626.351.2000 Fax 626.351.2030 www.Psomas.com August 8, 2017 Jennifer Marks VIA EMAIL PSOMAS Jennifer.Marks@Psomas.com Senior Project Manager/Associate Environmental Planning 3 Hutton Centre Drive, Suite 200 Santa Ana, California 92707 Subject: Cultural Resources Records Search for the Hilton Garden Inn and Home2 Suites Project, Anaheim, Orange County, California Dear Ms. Marks: This Technical Memo summarizes the Cultural Resources and Paleontological Resources Records Search that was conducted for the Hilton Garden Inn and Home2 Suites Initial Study/Mitigated Negative Declaration. Cultural Resources Records Search An archaeological records search was conducted by Psomas Senior Archaeologist Charles Cisneros on July 19, 2017, at the South Central Coastal Information Center (SCCIC) at California State University, Fullerton. The SCCIC is a designated branch of the California Historical Resources Information System and houses records regarding archaeological and historic resources recorded in San Bernardino, Los Angeles, Orange, and Ventura Counties. The review consisted of an examination of the U.S. Geological Survey’s 7.5-minute Anaheim Quadrangle to determine if any sites are recorded or if any cultural resources studies have been conducted on or within a 1-mile radius of the project site. Data sources consulted at the SCCIC include archaeological records, Archaeological Determinations of Eligibility (DOE), historic maps, and the Historic Property Data File (HPDF) maintained by the Office of Historic Preservation (OHP). The HPDF contains listings for the California Register of Historical Resources (CRHR) and/or the National Register of Historic Places (NRHP), California Historical Landmarks (CHL), and California Points of Historical Interest (CPHI). The records search and literature review conducted for the proposed project revealed that 18 cultural resource studies have been conducted within 1-mile of the project site; none of the studies included the project site. The studies consisted primarily of block archaeological surveys and several linear surveys. The closest study was conducted a short distance west of the project site. The remaining 17 cultural resources studies were located to the south, southeast, southwest, north, northeast and northwest of the project area and are all within 1-mile of the project boundaries. Seven cultural resources were identified within the 1-mile search radius of the proposed project. Five of the resources have been evaluated and three have been determined to be eligible for listing on the National Register of Historic Places (NRHP). None of these properties are located within the proposed project area. Jennifer Marks August 8, 2017 Page 2 The closest property (P-30-176483) is located north at 314 Vermont Avenue and is described as a home with a garage and ancillary building built in 1948. The defining attributes for the property, as identified by the OHP, are HP02 (single family property) and HP04 (ancillary building). The next closest property is the historic Truxaw-Gervais House (P-30-16178) located at 887 South Anaheim Boulevard. This property was built in 1909 and is described as a single-family property (AP02) and a one to three story commercial building (HP06). The property has been determined eligible for listing on the NRHP. The most northern property identified within the search radius is St. Michael’s Episcopal Church (P-30- 176767) and is located at 311 West South Street. Constructed in 1876, the defining attributes for this property are listed as HP16 (religious building). St. Michael’s Episcopal Church has been determined eligible for listing on the NRHP. Immediately east of the proposed project area is a segment (P-30-176663) of the Santa Fe Railroad (HP37). The segment of the railroad was evaluated in 2002 and found to be ineligible for listing on the NRHP. Immediately south of the railroad is the Southern California Edison Katella Substation. Constructed in 1917, the substation attributes are defined as HP08 (Industrial Building) and HP09 (Public Utility Building). The property has been determined eligible for listing on the NRHP. Southwest of the Katella Substation is a home built in 1925 and is described as a California bungalow. The property is located on 1842 Mountain View and is designated as a single-family property (AP02). The remaining property (P-30-177545) is located at the southernmost edge of the search radius. The building is the Anaheim Convention Center and it was evaluated in 2014. The evaluation efforts determined the building as ineligible for listing on the NRHP. The defining attributes for the Convention Center are HP12 (civic auditorium). No other historic resources are located within 1-mile of the proposed project area. Historic plat maps for the area were reviewed to determine the potential for historic archaeological sites to underlie the project site. A review of the 1896 and 1942 maps indicated that, although the site was in a developed portion of the City of Anaheim during those time periods, there is no indication of historic structures or features at the location of the project site. Paleontological Resources Records Search A paleontological resources records search was conducted by Dr. Samuel A. McLeod of the Vertebrate Paleontology Section of the Natural History Museum of Los Angeles County (LACM) on July 27, 2017. According to historical topographic maps of the area, the majority of the surface at the project site has previously been disturbed. However, the possibility exists that as-yet unidentified paleontological sites are present beneath the site. The LACM indicated that no vertebrate fossil localities have been recorded on the site, but they have been found nearby from the same sedimentary units that occur as subsurface deposits in the proposed project area. These consist of younger terrestrial Quaternary Alluvium, with older terrestrial Quaternary sediments occurring at various depths as part of the general floodplain of the Santa Ana River that flows just east of the proposed project area. These younger Quaternary deposits typically do not contain significant vertebrate fossils in the uppermost layers, but a vertebrate fossil locality, LACM 1652, located along Rio Vista Avenue south of Lincoln Avenue just north-northeast of the proposed project area, produced a fossil specimen of sheep, Ovis. The closest vertebrate fossil locality in older Quaternary sediments is LACM 4943, which produced a specimen of fossil horse, Equus, at a depth of 8 to 10 feet below the surface. It is situated just east of locality LACM 1652 along Fletcher Avenue, east of Glassell Street and east of the Santa Ana River. Grading or very shallow excavations in the uppermost few feet of the younger Quaternary alluvial sediments in the proposed project area are unlikely to uncover significant fossil vertebrate remains. Jennifer Marks August 8, 2017 Page 3 Deeper excavations at the proposed project site that extend down into older deposits, however, may encounter significant vertebrate fossils. If you have any questions, you can reach me at (626) 204-6510 or Charles.Cisneros@Psomas.com. Sincerely, Charles Cisneros Senior Project Manager, Senior Archaeologist R:\Projects\ANA\3ANA009106\Technical Studies\Cultural\Technical Memo_Cultural Resources-080817.docx APPENDIX C GEOTECHNICAL INVESTIGATION February 23, 2017 NARA Management Group Attention: Amil Patel Director of Operations and Development File No: 8142-00 Proposal No: 20170223-1 Subject:Geotechnical Investigation Proposed Hotel Project 1441 South Manchester Avenue Anaheim, California INTRODUCTION conducted a geotechnical investigation at the subject property located at 1441 S. Manchester Avenue in Anaheim,California. This investigation was performed to determine various site geotechnical conditions pertinent to the construction currently proposed for the subject hotel property. Analyses for this investigation are based upon a brief description of the project by your office. The purpose of our review and investigation was to evaluate the subsurface conditions, determine the compatibility of the proposed development with respect to the geotechnical features of the site, and provide preliminary geotechnical recommendations and design parameters for development of the site. Conclusions and recommendations relating to site grading, foundations, slabs-on-grade, retaining structures and pavements are presented herein. The conclusions and recommendations of this report are considered preliminary due to the absence of specific foundation and grading plans, the formulation of which are partially dependent upon recommendations presented herein. For our investigation, we were provided, with a site plan, undated, showing the proposed building areas at the subject site. We understand that grading, structural, and architectural plans are not available at present. 420 W. Lambert Rd. Suite D | Brea | CA 92821 P: 714. 255.2900 | F : 714. 255.2931 Per your request,Caltech Labs Inc. and consultants have February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No:2 Project Authorization The work performed was per the request and authorization of Caltech Labs, Inc. based on our Proposal, Report No: 20161222-1, dated December 22, 2016. Scope of Investigation The investigation included the following: •Project Initiation and Coordination: Project initiation and coordination with team to prepare a site exploration program. •Review: Review of collected geologic, geotechnical engineering and seismological reports and maps pertinent to the subject site. A reference list is included in Appendix A. •Subsurface Exploration:Onsite geotechnical exploration consisting of four hollow-stem- auger borings (B-1 through B-4) to a maximum excavated depth of 26.5 feet below ground surface. See Figure 1 for locations of exploratory excavations. •Logging and Sampling:Logging and sampling of exploratory excavations by our engineering geologist to evaluate the subsurface conditions and to obtain materials for laboratory testing. The Logs of the exploration are included in Appendix B. •Laboratory Testing:Laboratory testing of soil samples representative of subsurface conditions.The results are presented in Appendix C. •Geotechnical Analysis: Geotechnical evaluation and analysis of collected data with respect to the proposed site improvements. •Reporting: Preparation of this report containing our geotechnical recommendations for the design and construction in accordance with the current California Building Code (2016) and for use by your design professionals and contractors. Site Description The subject site is located at 1441 S Manchester Avenue, near Harbor Boulevard and the I-5 Freeway, in the city of Anaheim, California. The property is a triangular-shaped parcel containing approximately 5 existing 2-story hotel buildings (Quality Inn & Suites)to the south and a recently constructed 5-story Holiday Inn Express & Suites at the north tip of the triangle. Paved parking, driveways, landscaping, patios and hardscape associated with the existing hotel buildings are present on site. We understand that the planned construction will build out the south portion for a new hotel building following demolition of the remaining Quality Inn & Suites structures. The property is bounded by S. Manchester Avenue and the Santa Ana (I-5) Freeway on the northeast, by West Coast University Campus on the southeast, and by hotel sites on the west. The general layout of the property is shown on the attached Figure 1. February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No:3 Proposed Development The planned construction includes demolition of the existing Quality Inn &Suites hotel buildings to build a podium style, five-story hotel with one subterranean parking deck level and one at grade parking level.There are also conceptual plans for a restaurant and retail space within the at-grade level. A swimming pool is planned and we assume it will be deck-supported. There may also be grade level lobby areas.We expect that the proposed improvements will also include asphalt-paved parking areas, concrete pedestrian walkways and various hardscape and landscape elements for the new hotel. Grading is expected to consist of the excavation for the below grade parking level to assumed depths of about 14 feet. Beyond the planned basement area footprint, the grading is expected to consist of processing surface soils following removal of existing foundation elements, unsuitable soil and materials disturbed by demolition. We understand that present site elevations will be approximately maintained as part of the planned development outside of the structure areas, with some modifications for drainage. Structural loads were not provided. We anticipate a podium-style reinforced concrete parking garage with wood frame construction above.The column loads were not available at this early stage of the development. Our office should be notified when the structural design loads for foundation elements are developed to check these preliminary assumptions. GEOTECHNICAL CONDITIONS Geologic Setting The subject site is located in the northwestern portion of the Tustin Plain, a part of the Peninsular Ranges Geomorphic and Tectonic Province of southern California. The Peninsular Ranges province can be characterized by northwest trending structural and physiographic elements, such as the Santa Ana Mountains and the Los Angeles Basin. The Tustin Plain is a broad alluviated valley flanked to northeast and east by the Santa Ana Mountains, to the south by the San Joaquin Hills, and to the west by the southern coastal plain of the Los Angeles Basin. Coalesced alluvial sediments derived from the adjacent highland terrain and from the Santa Ana River have been deposited to thicknesses on the order of several hundred feet. The site is mapped by the State as underlain by alluvium deposits (USGS 2004). Based on our subsurface exploration, these alluvial sediments consist primarily of medium dense silty sands, fine sands, and coarse sands with some gravel. A silt layer was encountered in two of the borings at depths of about 25 feet. No clay layers were observed below the site to the maximum depth explored of 26.5 feet. No bedrock deposits were encountered. February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No:4 Portion of:PRELIMINARY DIGITAL GEOLOGICAL MAP OF THE 30’ X 60’ SANTA ANA QUADRANGLE, SOUTHERN CALIFORNIA, VERSION 2 U. S. Geological Survey, Open File Report 99-172 Compiled by D.M.Morton Version 2.0 Digital Preparation by Kelly R. Bovard and Rachel M. Alvarez -2004 Earth Materials The hollow-stem auger borings were excavated through the existing pavement and subgrade soils to determine the subsurface soil conditions. Soil samples from selected intervals were collected for soil classification and laboratory testing. Depths of borings ranged from 21.5 to 26.5 feet below surface grades. Approximate boring locations are shown on the Geotechnical Plot Plan, Figure 1. Boring logs are provided in Appendix B. The existing pavement section consisted of approximately 4 to 8 inches of AC over zero to 3 inches of AB at our exploratory locations (note that the existing pavement thicknesses will vary across the site and these measurements may not represent all site pavement areas). Below the SITE February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No:5 pavement the alluvial soils consisted predominantly of silty sand and fine to coarse sand with some gravel. The soil appeared to be disturbed by past activities in the upper 2 to 3 feet. Moisture contents of the upper subgrade fill soils varied from about 7 to 12 percent. At depths of 5 feet and below the moisture contents were relatively dry at about 1 to 7 percent.The silt layer encountered at a depth of 25 feet in borings B-1 and B-2 had moisture contents of 18 to 23 percent. Optimum moisture content is on the order of about 9.5 percent based on current laboratory tests.The subgrade materials therefore had near optimum moisture contents in the upper several feet with drier materials below.Additional descriptions are presented in the boring logs in Appendix B. The existing soil is expected to have low to moderate moisture content, very low expansion potential and low concentrations of soluble sulfates. The existing alluvium materials are generally suitable for support of landscape and hardscape improvements but will require removal and replacement with moisture conditioning and compaction in the upper 1 to 3 feet below slabs and foundations to provide a uniform, stable subgrade.Organic materials, debris and other unsuitable materials that may be present as part of the demolition should be hauled away and not used in the compacted fill. GEOLOGIC HAZARDS The geologic hazards at the site are primarily from shaking due to movement of nearby or distant faults during earthquake events. The site is a nearly flat lot located on a generally flat terrace of alluvial sediments that has been capped with pavements and existing structures.The site is at an approximate roughly estimated elevation of 140 feet above sea level. There is no adverse geologic structure, active faulting near the site, or other indications of geologic hazards that would affect the site as further detailed below. Additionally, the site is not located within a mapped geologic hazard zone for liquefaction, landsliding or Tsunami. Structure The alluvial deposits that underlay the site are massive sand, gravel and silt sediments and have no significant geologic structure. Bedrock was not encountered during our onsite investigation and is not anticipated to be encountered during the planned on-site construction. Slope Stability The site is a relatively flat lot with no slope issues. The site is not located in a designated slope stability area as shown on the State of California seismic hazard maps. Groundwater Groundwater was not encountered to the maximum depth explored of 26.5 feet and is not expected to be a factor at current planned construction elevations. February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No:6 Surficial Runoff Proposed development should incorporate engineering and landscape drainage designed to transmit surface flow to the street and/or storm drain system via non-erosive pathways. Care should be taken to not allow unwanted water to pond, collect or infiltrate soil adjacent to foundation, pavement or hardscape elements. Infiltration Testing Infiltration/percolation testing at the site was previously performed in August 2013 as reported by Coast Geotechnical, Inc. in Reference 5. Since conditions have not significantly changed, other than the construction of the Holiday Inn Express on the north portion of the property, it is our opinion that the study remains generally applicable to the site. Faulting / Seismic Considerations The major concern relating to geologic faults is ground shaking that affects many properties over a wide area. Direct hazards from faulting are essentially due to surface rupture along fault lines that could occur during an earthquake. Therefore, geologists have mapped fault locations and established a criteria for determining the risks of potential surface rupture based on the likelihood of renewed movement on faults that could be located under a site. Based on criteria established by the California Division of Mines and Geology (CDMG), now referred to as the California Geological Survey (CGS), faults are generally categorized as active, potentially active or inactive (Jennings, 1994). The basic principle of faulting concern is that existing faults could move again, and that faults which have moved more recently are the most likely faults to move again and affect us. As such, faults have been divided into categories based on their age of last movement. Although the likelihood of an earthquake or movement to occur on a given fault significantly decreases with inactivity over geologic time, the potential for such events to occur on any fault cannot be eliminated within the current level of understanding. By definition, faults with no evidence of surface displacement within the last 1.6 million years are considered inactive and generally pose no concern due to renewed earthquakes. Potentially-active faults are those with the surface displacement within the last 1.6 million years. Further refinement of potentially active faults are sometimes described based on the age of the last known movement such as late Quaternary (last 700,000 years) implying a greater potential for renewed movement. In fact, most potentially active faults have little likelihood of moving within the time frame of construction life, but the degree of understanding of fault age and activity is sometimes not well understood due to absence of geologic data or surface information, so geologists have acknowledged this doubt by using the term "potentially active." A few faults that were once thought to be potentially active, have later been found to be active based on new findings and mapping. Active faults are those with a surface displacement within the last 11,000 years and therefore most likely to move again. The State of California has,additionally,mapped known areas of active faulting as designated Alquist-Priolo (A-P) February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No:7 "Special Studies Zones,” which requires special investigations for fault rupture to limit construction over active faults. The site is not located near an active fault, or within a special studies zone for earthquake fault rupture. Inactive faulting has been mapped to occur in close proximity to the site, but the faulting has been classified as inactive, so the potential for surface rupture at the site is low. The closest active fault to the site is the Whittier-Elsinore fault located approximately 14 km northeast of the site. The Puente Hills (Coyote Hills) Thrust to the northwest and San Joaquin Hills Blind Thrust to the southeast have been hypothesized as underlying the surface at significant depths in the vicinity of the subject site. As such,the potential for surface rupture at the site is very low, but the site will experience shaking, during earthquake events on nearby or distant faults. Site Classification for Seismic Design Seismic design parameters are provided in a later section of this report for use by the structural engineer.The soil underlying the subject site has been classified in accordance with Chapter 20 of ASCE 7, per Section 1613 of the 2016 CBC. The results of our onsite field investigation, as well as nearby investigations by us and others, indicate that the site is underlain by Class D medium dense sands. We therefore recommend using a characterization of this property as a Class D, Stiff soil, Site Classification. Secondary Seismic Hazards Review of the Seismic Hazards Zones Map (CDMG, 1998) for the Anaheim Quadrangle, (see figure below)indicates the site is not located within a zone of required investigation for earthquake induced landslides or for liquefaction. This finding is in keeping with the results of our study. Other secondary seismic hazards to the site include deep rupture, shallow ground cracking, lurching with lateral movement and settlement. With the absence of active faulting onsite, the potential for deep fault rupture is not present. The potential for shallow ground cracking to occur during an earthquake is a possibility at any site, but does not pose a significant hazard to site development. The potential for seismically induced lurching and settlement to occur is considered remote for the site. The potential for tsunami inundation at the site elevation and distance from the ocean is nil. February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 8 SITE February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 9 CONCLUSIONS 1. Proposed development is considered feasible from a geotechnical viewpoint provided the recommendations of this report are followed during design, construction, and maintenance of the subject property. Proposed development should not adversely affect adjacent properties, providing appropriate engineering design, construction methods and care are utilized during construction. 2. The primary geotechnical considerations at the property will include the need for excavation for basement level construction, excavation to remove unsuitable soil materials, distribution of footing loads, drainage, subdrainage and property line constraints. 3. Based on preliminary conceptual plans, it appears that shoring may not be required if there is sufficient setback to allow sloped excavations for the construction of the foundation, slab and basement walls. 4. There are no geotechnical constraints that would preclude basement construction if designed and constructed appropriately and in consideration of the property line and other setback limitations. 5. Retaining wall plans will require further review by this office and should be forwarded to us for review, as they are prepared, in order to provide specific load and backfill information for proposed walls. 6. The structural dead-plus-live load conditions expected based on the current concept of two reinforced concrete parking levels with 5-stories of wood-frame construction above may necessitate construction of a rigid, mat slab or alternative foundation for the structure. 7. The property is generally underlain by medium dense silty sands and fine to coarse sands at foundation levels. These materials exhibit variable consistency and moisture contents across the site. The slab and foundations should therefore be supported by a uniformly compacted fill mat for both at grade and basement level structures. 8. Low moisture content and limited cohesion within the on-site subsurface soil materials will necessitate laying back of excavation slopes at 1.5:1 (Horizontal:Vertical) for stability. 9. Groundwater was not encountered in our excavations and is not expected to be a significant concern during construction. Suitable drainage elements need to be installed at retaining walls to mitigate possible transient seepage. 10. Suitable drainage elements need to be installed at retaining walls, and potentially other landscape features, to mitigate possible transient seepage into sensitive areas. February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 10 11. Adverse surface discharge onto or off the site is not anticipated provided proper civil engineering design and site grading are implemented. 12. Infiltration rates for the site are contained in a previous report (Reference 5). Infiltration systems for water that outlets into the soil for BMPs and basement drainage will be part of the civil engineering design. Water infiltration should kept at least 20 feet away from structure foundations if utilized at the site. 13. The on-site soils that were tested exhibit a low potential for corrosion to concrete as well as buried metal elements such as iron pipes and vaults that are in contact with the soil. 14. No active faults are known to transect the site and therefore the site is not expected to be adversely affected by surface rupturing. It will, however, be affected by ground motions from earthquakes during the design life of the proposed improvements. 15. The proposed improvements and exterior renovations are planned within a previously developed hotel campus type facility. Existing drainage systems that serve other areas of the campus should therefore not be damaged, disrupted, removed or replaced without engineering review, approval and design. RECOMMENDATIONS Site Preparation and Grading 1. General Site grading should be performed in accordance with the requirements of the City of Anaheim, the recommendations of this report, and the Standard Grading Guidelines of Appendix D. All excavations should be supervised and approved in writing by a representative of this firm. 2. Demolition and Clearing Deleterious materials, including those from the demolition, vegetation, organic matter and trash, should be removed and disposed of offsite. Subsurface elements of demolished structures should be completely removed, including any trench backfills, basements, foundations, septic tanks, cisterns, abandoned utility lines, etc. 3. Subgrade Preparation The planned basement excavations are expected to remove the existing disturbed surface soils below the basement structure. The exposed alluvium materials underlying slab areas, including the basement, should be overexcavated to a depth of 3 feet or to a depth that provides at least one foot of compacted fill below the foundation, whichever is deeper. The purpose of the compacted fill blanket is to provide uniform moisture and February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 11 density conditions within the slab subgrade soils. Actual removals will need to be verified and adjusted as necessary in the field during grading as conditions are exposed. Removals should be followed by 6-inches of scarification and re-compaction. Excavations that require filling should be replaced with compacted engineered fill. The depths of overexcavation should be reviewed by the geotechnical engineer or geologist during the actual construction. Any surface or subsurface obstructions, or questionable material encountered during grading, should be brought immediately to the attention of the geotechnical engineer for recommendations. 4. Fill Soils The onsite soils are anticipated to be suitable for use as compacted fill. Fill soils should be free of debris, organic matter, cobbles and concrete fragments greater than 6-inches in diameter. Soils imported to the site for use as fill below foundation and slab areas should be predominantly granular, non-expansive, non-plastic and approved by the geotechnical engineer prior to importing. 5. Shrinkage Shrinkage losses are expected to be about 7 percent overall. This does not include clearing losses from demolition that could result in volume reductions for available fill soils. Subsidence should not be appreciable within terrace deposits and bedrock materials. These are preliminary rough estimates and actual field results may vary. 6. Expansive Soils Expansion tests should be performed during grading to determine the expansion potential of the processed fill materials. On-site soils encountered during our investigation were determined to be non-expansive silty sands and sands. 7. Compaction Standard The onsite soils are anticipated to be suitable for use as compacted fill. Fill materials should be placed at above optimum moisture content and compacted under the observation and testing of the soil engineer. The recommended minimum density for compacted material is 90 percent of the maximum density as determined by ASTM D 1557-12. Below the basement foundation, the recommended minimum density for compacted material is 94 percent of the maximum density as determined by ASTM D 1557-12. February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 12 8. Temporary Construction Slopes Temporary slopes exposing onsite materials should be cut in accordance with Cal/OSHA Regulations. It is anticipated that the exposed onsite earth materials may be classified as Type C cohesionless soil, and temporary cuts of 1.5:1 (horizontal: vertical) may be required. This is preliminary and should be re-evaluated as plans for the project are developed. The material exposed in temporary excavations should be evaluated by the contractor and geotechnical consultant during excavation and construction. Shoring is not expected to be necessary based on the present site development concept. Lateral support of adjacent public and private property improvements should be maintained during grading and construction. Excavations should be reviewed by the geologist as these materials are exposed. The safety and stability of temporary construction slopes and cuts is deferred to the general contractor, who should implement the safety practices as defined in Section 1541, Subchapter 4, of Cal/OSHA T8 Regulations (2006). The geotechnical consultant makes no warranties as to the stability of temporary cuts. Soil conditions may vary locally and the contractor(s) should be prepared to remedy local instability if necessary. Contract documents should be written in a manner that places the Contractor in the position of responsibility for the stability of all temporary excavations. Stability of excavations is also time dependent. Unsupported cuts generally perform better if uniform moisture contents are maintained and slopes are not allowed to dry out. The contractor may be consider application of approved moisture sealants to excavation slopes to help maintain moisture and stability during construction. Design of Foundations 1. General It is anticipated that foundation elements for the proposed parking and hotel structure will bear in competent recompacted fill and will utilize a mat slab foundation for the basement and conventional slab-on-grade for the at grade portions. These recommendations should be reviewed and revised as appropriate based on final development plans. The prepared subgrade materials are expected to exhibit a very low expansion potential. When removed, mixed and replaced as compacted fill the materials are expected to be in the very low expansion range; however, this will depend on the distribution of these materials on the site. The following recommendations are based on the geotechnical data available and are subject to revision based on conditions actually encountered in the field. Foundations and slabs should be designed for the intended use and loading by the structural engineer. Our recommendations are considered to be generally consistent with the standards of practice. They are based on both analytical methods and February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 13 empirical methods derived from experience with similar geotechnical conditions. These recommendations are considered the minimum necessary for the likely soil conditions and are not intended to supersede the design of the Structural Engineer or criteria of governing agencies. a. Bearing Capacity for Mat Slab Foundations Parking Structure The allowable net contact pressure or bearing capacity for a mat slab system founded in competent compacted fill should not exceed 2,500 pounds per square foot. This value may be increased by one-third for short-term wind or seismic loading. A modulus of subgrade reaction of 250 kcf (kips per cubic foot) may be assumed. Slab and foundation depths and widths should be governed by CBC requirements and the structural engineering design. A minimum thickness of 12- inches is recommended for the mat slab. At-Grade Lobby Areas At-grade construction with lighter structural loads that are off the main parking structure may be designed per these recommendations. The allowable bearing capacity for conventional spread and/or continuous footings having a minimum width of 15 inches and founded a minimum of 24 inches below the lowest adjacent grade in compacted, engineered fill should not exceed 2,000 pounds per square foot. This value may be increased by one-third for short-term wind or seismic loading. A continuous perimeter footing to a minimum depth of 24-inches is recommended. Actual footing depths and widths should be governed by CBC requirements and the structural engineering design. b. Settlement Preliminary settlement estimates for a mat slab type foundation system is anticipated to be on the order of 1- inch total and ½- inch differential between adjacent similarly loaded columns or between shear walls, provided that the recommended site grading is implemented first. Conventional slab-on-grade estimates for non- basement areas are similar. These estimates should be confirmed when structural engineering plans are prepared and foundation load conditions are determined. c. Lateral Resistance Lateral loads may be resisted by passive pressure forces developed in front of foundation elements and by friction acting at the base of the slab/foundations. Allowable lateral resistance should not exceed 150 pounds per square foot per foot of depth equivalent fluid pressure within the upper 4 feet of the surface. Below depths of 4 feet this value may be increased to 300 psf/ft. to a maximum value of 2,500 pounds per square foot. Resistance to sliding can be calculated using a February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 14 coefficient of friction of 0.35. These values may be used in combination per CBC 2016 Section 1806.3.1. d. Foundation Reinforcement Reinforcement for mat slab type foundations should be designed by the structural engineer; however, unreinforced slabs are not acceptable. Therefore, as a minimum, reinforcement should consist of No. 4 bars placed 18 inches on center in both directions at the center-height of the slab. Two No. 5 bars should be placed at the top and bottom of any isolated continuous footings or grade beams in order to resist potential movement due to various factors such as subsurface imperfections and seismic shaking. Seismic Design Based on the geotechnical data and site parameters, the following is provided by the USGS (ASCE 7, 2010 – with March 2013 errata) to satisfy the 2016 CBC design criteria: Table 2, Site and Seismic Design Criteria For 2016 CBC Design Parameters Recommended Values Site Class D (Stiff Soil) Site Longitude (degrees) -117.9125 W Site Latitude (degrees) 33.8116 N Ss (g) 1.500 g S1 (g) 0.553 g SMs (g) 1.500 g SM1 (g) 0.830 g SDs (g) 1.000 g SD1 (g) 0.553 g Fa 1.0 Fv 1.5 Seismic Design Category D February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 15 Supporting documentation is also included on Page 7 of this report, Site Classification for Seismic Design, and in Appendix E. Slab-On-Grade Construction Mat Slabs Concrete mat slabs should be designed in accordance with the 2016 California Building Code. The on-site soils are expected to exhibit a very low expansion potential based on our site investigation. On-site materials were determined to be non-plastic based on preliminary testing. Mat slabs should be at least 12 inches thick (actual). Slabs should consist of properly reinforced concrete materials. Reinforcement of mat slabs should be in accordance with the structural engineering design. As a minimum, reinforcement should consist of No. 4 bars placed 18 inches on center in both directions at the center-height of the slab. Conventional Slab-on-Grade Concrete slabs in non-basement areas should be designed in accordance with the 2013 California Building Code. The on-site soils are expected to exhibit a very low expansion potential based on preliminary testing. Concrete floor slabs should be at least 5 inches thick (actual). Slabs should consist of properly reinforced concrete materials. Reinforcement should be in accordance with the structural engineering design; however, unreinforced concrete slabs are not recommended. Therefore, as a minimum, reinforcement should consist of No. 4 bars placed at 18 inches on center in both directions at the center-height of the slab. General Concrete slabs should be underlain by 4 inches of open graded gravel. Slab underlayment is deferred to the project architect; however, in accordance with the American Concrete Institute, we suggest that slabs for the parking garage be underlain by a 15-mil thick vapor retarder/barrier (Stego Wrap or equivalent) placed over the gravel in accordance with the requirements of ASTM E:1745 and E:1643. Slab subgrade soils should be well-moistened prior to placement of the vapor retarder. All subgrade materials should be geotechnically approved prior to placing the gravel for the slab underlayment. Basement area slabs should be appropriately waterproofed. Subdrainage should be provided below slab elevations along the base of all subterranean walls. Exterior flatwork elements should be a minimum 4 inches thick (actual) and reinforced with No. 4 bars 24 inches on center both ways. Subgrade soils should be well moistened prior to placing concrete. February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 16 Structural Design of Retaining Walls 1. Lateral Loads Retaining walls are anticipated for use at the site for basement walls. Active pressure forces acting on backfilled retaining walls which support level ground may be computed based on an equivalent fluid pressure of 40 pounds per cubic foot. This value assumes that walls are backfilled per the recommendations provided below. Restrained retaining walls, which are not free to rotate, may be designed for 60 pounds per cubic foot for at- rest loading. These are preliminary values that may be revised as wall plans are made available. Other topographic and structural surcharges should be addressed by the structural engineer. 2. Seismic Lateral Earth Pressure The structural engineer should determine which retaining walls at the site within their purview will be subject to design lateral loads due to earthquake events. Section 1803.5.12 of the 2016 CBC states that the geotechnical investigation shall include the determination of dynamic seismic lateral earth pressures on foundation walls and retaining walls supporting more than 6 feet (1.83 m) of backfill height due to design earthquake ground motions. Seismic design of non-basement, free-standing retaining walls retaining a level backfill condition may be considered on an individual basis as necessary. No such walls greater than 6 feet in height are currently planned. Basement retaining walls would generally not be adversely affected by low frequency, long seismic waves. If the basement is square or symmetrical it will tend to move as a continuous unit with the surrounding ground. Basement walls retaining a level backfill condition may be considered using an additional dynamic load (∆PaE) of 12 pounds per cubic foot equivalent fluid pressure. This force is presumed to act at 0.33H above the base of the wall (Al Atik and Sitar, ASCE 2010). This value is preliminary and we recommend that each wall be evaluated individually as plans are prepared. Note that the load diagrams and lateral pressures may vary based on wall height, orientation and backfill conditions. We therefore recommend that structural design not proceed until each wall is addressed by the geotechnical engineer based on the planned retaining wall configurations. These recommendations are subject to agency review and approval. 3. Foundation Bearing Values for Walls Footings for retaining walls may be designed in accordance with the recommendations provided above for building foundations and should be embedded in compacted fill or undisturbed native soil at a minimum depth of 18-inches below the lowest adjacent grade (or slab subgrade for basements). February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 17 4. Wall Backfill The on-site sandy soils are suitable for use as retaining wall backfill. Imported backfill, if needed, should consist of select, non-expansive soil or gravel. Gravel may consist of pea gravel or crushed rock. Where space for compaction equipment is adequate, on- site or imported granular, non-expansive sand materials may be compacted into place in thin lifts per the compaction requirements provided herein. Imported pea gravel or crushed rock should be placed in lifts and tamped or vibrated into place. The lift thickness for gravel is dependent on the type of material and method of compaction. Gravel lifts of 18 to 24 inches or less are recommended. The geotechnical engineer should observe the backfill placement of soil, gravel or grout (for lagging) behind each wall. Approval of wall backdrains should be obtained prior to backfill. Gravel wall backfill material should be covered with a suitable filter fabric such as Mirafi 140N and capped with on-site soil or concrete. 5. Subdrains An approved exterior foundation subdrain system should be used to achieve control of seepage forces behind retaining walls. The details of such subdrain systems are deferred to the wall designer, builder or waterproofing consultant. The subdrain is not a substitute for waterproofing. Water in subdrain systems should be collected and delivered to suitable disposal locations or facilities. Additional recommendations may be provided when plans are available. A sump collector or dry well may be necessary for outlets on the basement drains. Dry wells should be located away from foundation areas. 6. Dampproofing and Waterproofing Waterproofing should be installed in accordance with the architectural specifications or those of a waterproofing consultant. The criteria in Section 1805 of the 2016 CBC should be followed as a minimum. 7. Shoring The placement of shoring for trenching or other activities should consider that onsite soils may have local variably loose or dry zones that may be prone to caving and or settlement. Vibratory techniques for placement of shoring elements should not be utilized, as damage to adjoining property improvements may otherwise occur. It is the contractor’s responsibility to develop appropriate means and methods of construction to avoid damage to adjacent properties. If temporary shoring elements or shields are to be utilized, the builder and owner must be aware that removal could result in settlement and possible damage to improvements on the adjacent property. The adjacent property owners must be advised of the risks and the builders should provide arrangements to repair any possible damages. The contractor should also recognize the risk of leaving voids during removal of shoring elements. February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 18 Pavement and Concrete Paver Design 1. Asphalt Concrete Pavement Existing pavements may be serviceable in some locations. Where existing pavement will be replaced with asphalt concrete sections, the following minimum sections are recommended for various traffic conditions and an assumed design R-value of 45. The assumed Traffic Index (TI) is indicated below. The Aggregate Base (AB) and Asphalt Concrete (AC) thicknesses provided were determined based on the estimated TI and R-Value. • Automobile Parking Stalls (TI=4) (not accessible to trucks) • Automobile traffic driveways (TI=5.5) • Driveways for Delivery Trucks (TI=7.0) 3-inches of AC over 4-inches of AB or, 4-inches of AC over Native soil * 3-inches of AC over 5-inches of AB or, 5-inches of AC over Native soil * 4-inches of AC over 6-inches of AB or, 7-inches of AC over Native soil * *Native soil shall be compacted to 95% relative compaction in the upper 12-inches for full depth AC sections. These are preliminary recommendations and should be confirmed by R-Value testing of pavement subgrade soils. 2. Concrete Pavers The preliminary pavement section for vehicular concrete pavers, assuming a Traffic Index of 6.5, may consist of 80-mm (3.15-inch) pavers over 6 inches of compacted aggregate base. We recommend that geofabric (Mirafi 500X or similar) be placed on exposed subgrade materials prior to placement of the aggregate base in paver areas. A sand layer immediately below the pavers is typical and should be included in the section per the paver manufacturer’s specifications. The paver surfaces should slope away from structures a minimum gradient of 2 percent (or per code requirements). Other measures such as thickened concrete edge, subdrains, root barriers and/or moisture barriers should be considered where landscaped areas with irrigation are located adjacent to the paver sections. February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 19 3. Concrete Pavement Within truck access, loading/unloading areas the following concrete pavement section may be considered: Portland Cement Concrete Slab 7.5 inches Aggregate Base 6 inches Reinforcing Steel #4 Bars @ 14-inches on-center K-Value: Modulus of Subgrade Reaction 250 pounds per cubic inch Concrete pavement should be divided into as nearly square panels as possible. Frequent joints should be provided to give articulation to the concrete panels. Moisture conditioning or pre-soaking may be required prior to pouring concrete. 4. General Traffic Indices presented above are based on experience at similar sites. We are not traffic engineers, thus the validity of the Traffic Index used for design should be confirmed by a traffic engineer and the pavement sections re-evaluated based upon final traffic information. Aggregate base can be crushed aggregate base or crushed miscellaneous base in accordance with Standard Specifications for Public Works Construction (The Green Book). Cal-Trans Class II Aggregate Base is also acceptable. The selected aggregate base should have a minimum tested R-Value of 78. The material shall be free of any detrimental quantity of deleterious materials. The size of the project does not appear to be conducive to onsite re-use of pulverized AC and AB (processed miscellaneous base). If the contractor or engineer selects this option, the design AB thicknesses given above should be increased by a factor of 1.2. The subgrade should be compacted to achieve a relative compaction of at least 90 percent through the upper 12 inches (or 95 percent for full depth asphalt sections). The aggregate base and AC should be compacted to achieve a relative compaction of at least 95 percent. Base material should meet the requirements of Section 26 of the State of California Department of Transportation Standard Specifications for Class II Base or Green Book specifications for crushed materials. Compaction of the subgrade and base should be in accordance with ASTM:D 1557. We recommend that special care be taken around planters, lawn and landscaped areas to reduce the infiltration of surface and subsurface water into the pavement subgrade. This may take the form of moisture cut-off walls and subdrains as appropriate. Hardscape Design and Construction Hardscape improvements may utilize conventional foundations in compacted fill. Such improvements should be designed in accordance with the foundation recommendations February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 20 presented above, at a minimum bearing depth of 18-inches. Cracking and offsets at joints are possible; however occurrence may be minimized by appropriate drainage and the use of thickened edge beams to limit moisture transfer below slabs. Concrete flatwork should be divided into as nearly square panels as possible. Joints should be provided at maximum 10 feet intervals to give articulation to the concrete panels (shorter spacing is recommended if needed to square the panels). Landscaping and planters adjacent to concrete flatwork should be designed in such a manner as to direct drainage away from concrete areas to approved outlets. Planters located adjacent to principle foundation elements should be sealed and drained; this is especially important if they are near retaining wall backfills. Flatwork elements should be a minimum 4 inches thick (actual) and reinforced with No. 4 bars 24 inches on center both ways. Subgrade soils should be well moistened prior to placement of concrete. Concrete Construction Components in Contact with Soil The onsite soils were tested and determined to have a negligible soluble sulfate content. Ordinary Type II cement is therefore considered to be adequate for concrete in contact with on- site soils. It is recommended that a concrete expert be retained to design an appropriate concrete mix to address the structural requirements. In lieu of retaining a concrete expert, it is recommended that the 2016 California Building Code, Section 1904 and 1905 be utilized, which refers to ACI 318. Testing should be performed during grading when fill materials are identified to confirm the sulfate concentration. Soil chemistry test results are included in Appendix C. Metal Construction Components in Contact with Soil Corrosivity testing indicated a resistivity of 7,200 ohm-cm (saturated). Metal rebar encased in concrete, iron pipes, copper pipes, lift shafts, air conditioner units, etc. that are in contact with soil or water that permeates the soil should be protected from corrosion that may result from salts contained in the soil. Recommendations to mitigate damage due to corrosive soils, if needed, should be provided by a qualified corrosion specialist. Soil corrosivity results are included in Appendix C. Finished Grade and Surface Drainage Finished grades should be designed and constructed so that no water ponds in the vicinity of footings. Drainage design in accordance with the 2016 California Building Code, Section 1804.3 is recommended or per local city requirements. Roof gutters should be provided and outflow directed away from the structures in a non-erosive manner as specified by the project civil engineer or landscape architect. Proper interception and disposal of onsite surface discharge is presumed to be a matter of civil engineering or landscape architectural design. February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 21 Foundation Plan Review The undersigned should review final foundation plans and specifications prior to their submission to the building official for issuance of permits. The review is to be performed only for the limited purpose of checking for conformance with design concepts and the information provided herein. Review shall not include evaluation of the accuracy or completeness of details, such as quantities, dimensions, weights or gauges, fabrication processes, construction means or methods, coordination of the work with other trades or construction safety precautions, all of which are the sole responsibility of the Contractor. R McCarthy Consulting’s review shall be conducted with reasonable promptness while allowing sufficient time in our judgment to permit adequate review. Review of a specific item shall not indicate that R McCarthy Consulting has reviewed the entire system of which the item is a component. R McCarthy Consulting shall not be responsible for any deviation from the Construction Documents not brought to our attention in writing by the Contractor. R McCarthy Consulting shall not be required to review partial submissions or those for which submissions of correlated items have not been received. Utility Trench Backfill Utility trench backfill should be placed in accordance with Appendix D, Standard Earthwork Guidelines. It is the owner’s and contractor’s responsibility to inform subcontractors of these requirements and to notify R McCarthy Consulting when backfill placement is to begin. It has been our experience that trench backfill requirements are rigorously enforced by the local agencies. Pre-Grade Meeting A pre-job conference should be held with representative of the owner, contractor, architect, civil engineer, geotechnical engineer, and building official prior to commencement of construction to clarify any questions relating to the intent of these recommendations or additional recommendations. Observation and Testing Geotechnical observation and testing during construction is required to verify proper removal of unsuitable materials, check that foundation excavations are clean and founded in competent material, to test for proper moisture content and proper degree of compaction of fill, to test and observe placement of wall and trench backfill materials, and to confirm design assumptions. It is noted that the CBC requires continuous verification and testing during placement of fill, pile driving, and pier/caisson drilling. An R McCarthy Consulting representative shall observe the site at intervals appropriate to the phase of construction, as notified by the Contractor, in order to observe the work completed by the Contractor. Such visits and observation are not intended to be an exhaustive check or a detailed inspection of the Contractor’s work but rather are to allow R McCarthy Consulting, as an experienced professional, to become generally familiar with the work in progress and to February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 22 determine, in general, if the grading and construction is in accordance with the recommendations of this report. R McCarthy Consulting shall not supervise, direct, or control the Contractor’s work. R McCarthy Consulting shall have no responsibility for the construction means, methods, techniques, sequences, or procedures selected by the Contractor, the Contractor’s safety precautions or programs in connection with the work. These rights and responsibilities are solely those of the Contractor. R McCarthy Consulting shall not be responsible for any acts or omission of any entity performing any portion of the work, including the Contractor, subcontractor, or any agents or employees of any of them. R McCarthy Consulting does not guarantee the performance of any other parties on the project site, including the Contractor, and shall not be responsible for the Contractor’s failure to perform its work in accordance with the Contractor documents or any applicable law, codes, rules or regulations. Construction phase observations are beyond the scope of this investigation and budget and are conducted on a time and material basis. The responsibility for timely notification of the start of construction and ongoing geotechnically involved phases of construction is that of the owner and his contractor. We request at least 48 hours’ notice when such services are required. LIMITATIONS This investigation has been conducted in accordance with generally accepted practice in the engineering geologic and soils engineering field. No further warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. Conclusions and recommendations presented are based on subsurface conditions encountered and are not meant to imply that we have control over the natural site conditions. The samples taken and used for testing, the observations made and the field testing performed are believed representative of the general project area; however, soil and geologic conditions can vary significantly between tested or observed locations. Site geotechnical conditions may change with time due to natural processes or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur as a result of the broadening of knowledge, new legislation, or agency requirements. The recommendations presented herein are therefore arbitrarily set as valid for one year from the report date. The recommendations are also specific to the current proposed development. Changes in proposed land use or development may require supplemental investigation or recommendations. Also, independent use of this report without appropriate geotechnical consultation is not approved or recommended. February 23, 2017 File No: 8142-00 Report No: 20170223-1 Page No: 23 Thank you for this opportunity to be of service. If you have any questions, please contact this office. Respectfully submitted, R MCCARTHY CONSULTING, INC. Robert J. McCarthy Principal Engineer, G.E.2490 Registration Expires 3-31-18 Date Signed: 2-23-2017 Distribution: (1) Caltech Labs, Inc. (1) NARA Accompanying Illustrations and Appendices Text Figure - Preliminary Digital Geological Map of the 30’ x 60’ Santa Ana Quadrangle Text Figure - CGS Seismic Hazards Location Map Figure 1 - Geotechnical Plot Plan Appendix A - References Appendix B - Field Exploration Figures B-1 through B-5 Appendix C - Laboratory Testing Figure C-1 through C-3 Appendix D - Standard Earthwork Guidelines Appendix E - Seismicity Documentation 0 50 feet N Figure 1: Geotechnical Plot Plan 1441 S. Manchester Ave Anaheim, CA File: 8142-00 February 2017 EXPLANATION B-1 B-2 B-3 B-1 Qal QalB-4 Estimated location of exploratory boring Qal Alluvium Base map: B R R APPENDIX A REFERENCES APPENDIX A REFERENCES 1.BRR, 2016, “Crowne Plaza, 1441 S. Manchester Ave., Anaheim, CA, 92802,” Prepared for: NARA Investments, LLC, Dated 10/28/16. 2.California Building Code, 2016 Edition. 3.California Division of Mines and Geology, 1998, “Seismic Hazards Zones Map, Newport Beach Quadrangle. 4.California Divisions of Mines and Geology, 2008, “Guidelines for Evaluating and Mitigating Seismic Hazards in California,” Special Publication 117A. 5.Coast Geotechnical, Inc., 2013, “Geotechnical Engineering Update Investigation and Infiltration Study of Proposed Remodel and New Building at 1441 South Manchester Avenue, Anaheim, California,” W.O. 388009-02, August 18. 6.Hart, E.W., and Bryant, W.A., 1997, Fault-Rupture Hazard Zones in California, Alquist- Priolo Earthquake Fault Zoning Act: California Division of Mines and Geology, Special Publication 42 (Interim Supplements and Revisions 1999, 2003, and 2007). 7.Jennings, Charles W., et al, 1994, “Fault Activity Map of California and Adjacent Areas,” California Division of Mines and Geology, Geologic Data Map No. 6. 8.Morton and Miller, Geologic Map of Orange County, CDMG Bulletin 204, 1981. 9.Morton, D.M., Bovard, Kelly H., and Alvarez, Rachel M., 2004, Preliminary Digital Geological Map of the 30’ X 60’ Santa Ana Quadrangle, southern California, version 2.0, Open-File Report 99-172, Version 2.0 –2004. 10.Morton, P.K., Miller, R.V., and Evans, J.R., 1976, Environmental Geology of Orange County, California: California Division of Mines and Geology, Open File Report 79-8 LA. 11.Douglas M. Morton and Fred K. Miller, compilers, 2006, “Geologic Map of the San Bernardino and Santa Ana 30’ X 60’ Quadrangles, California,” U.S. Geological Survey Open File Report 2006-1217. 12.Petersen, M.D., Bryant, W.A., Cramer, C.H., Cao, T., Reichle, M.S., Frankel, A.D., Lienkaemper, J.J., McCrory, P.A., and Schwartz, D.P., 1996, “Probabilistic Seismic Hazard Assessment for the State of California”, Department of Conservation, Division of Mines and Geology, DMG Open-File Report 96-08, USGS Open File Report 96-706. 13.Tan, Siang, S., and Edgington, William J., 1976, "Geology and Engineering Geology of the Laguna Beach Quadrangle, Orange County, California," California Division of Mines and Geology, Special Report 127. 14.U.S. Geological Survey, Earthquake Hazards Program, 2014, U.S. Seismic Design Maps, U.S. Department of the Interior | U.S. Geological Survey Page URL: http://earthquake.usgs.gov/designmaps/us/application.php Page Contact Information: Contact Us Page Last Modified: June 12, 2014 21:31:57 UTC 15.Vedder, J.G., Yerkes, R.F., and Schoellhamer, J.E., 1957, Geologic map of the San Joaquin Hills-San Juan Capistrano area, Orange County, California, U.S. Geological Survey, Oil and Gas Investigations Map OM-193 16.Department of the Navy, 1982, NAVFAC DM-7.1, Soil Mechanics, Design Manual 7.1, Naval Facilities Engineering Command APPENDIX B FIELD EXPLORATION APPENDIX B FIELD EXPLORATION PROGRAM General Subsurface conditions were explored by excavating four hollow stem auger borings on January 25, 2017. The borings, B-1, B-2, B-3, and B-4 were excavated to depths of about 21.5 to 26.5 feet below grade. The approximate locations of the borings are shown on the Geotechnical Plot Plan, Figure 1. A Key to Logs is included as Figure B-1. Boring Logs are included as Figures B-2 through B-5. Excavation of the borings was observed by our field geologist who logged the soils and obtained samples for identification and laboratory testing. Exploratory excavations were located in the field by pacing from known landmarks. Their locations as shown are, therefore, within the accuracy of such measurements. Elevation 140 was used as the surface of each boring due to lack of survey data for the site. Sample Program 1. Drill Rig - Standard Penetration Tests (SPT) were performed to determine the in-place relative densities and consistencies of the underlying soils. The test involves the number of blows it takes for a 140-pound hammer falling 30 inches to drive a 2-inch (outer diameter)/ 1 3/8-inch (inner diameter) split spoon sampler (ASTM: D1586). The blow counts are provided either as recorded or given in blows per foot for the final 12-inches of driving a sample with a length of 18 inches. SPT samples were immediately sealed in individual plastic bags. 2. Drill Rig - Relatively undisturbed drive samples were obtained by utilizing a 3-inch outside diameter California sampler lined with brass rings, each one-inch long and approximately 2.5-inch inside diameter. The sample was driven for a total length of 18 inches. The blow counts are provided either as recorded or given in blows per foot for the final 12-inches of driving a sample with a length of 18 inches. The hammer weight and drop were as indicated for the SPT. The brass rings containing the samples were carefully removed while intact from the California sampler and transferred into a plastic tube and sealed. 3. Bulk samples representative of subsurface conditions were collected from the excavations and sealed in plastic bags and returned to the laboratory. Summary The soils were classified based on field observations and laboratory tests. The classification is in accordance with ASTM D 2487 (the Unified Soil Classification System). Collected samples were transported to the laboratory for testing. Groundwater or seepage was not encountered. No standing water or free water was observed. U NIFIED SOI L CLA SSIFI CAT ION CHA R T CLEAN GRAVELS GRAVEL WITH FINES CLEAN SANDS SANDS WITH FINES GW GP GM GC SW SP SM SC ML CL OL MH CH OH PT GROUP SYMBOLS SYMBOLMAJOR DI V ISION S T YPI CA L N A ME S HIGH L Y O R G A NI C S O I L S SILTS AND CLAYS: Liquid Limit 50% or less SILTS AND CLAYS: Liquid Limit greater than 50% Well graded gravels and gravel-sand mixtures, little or no fines Inorganic clays of low to medium plasticity, gravelly clays, sandy clays, silty clays, lean clays Poorly graded gravels and gravel-sand mixtures, little or no fines Silty gravels, gravel-sand-silt mixtures Clayey gravels, gravel-sand-clay mixtures Well graded sands and gravelly sand, little or no fines Poorly graded sands and gravelly sands, little or no fines Silty sands, sand-silt mixtures Clayey sands, sand-clay mixtures Inorganic silts, very fine sands, rock flour, silty or clayey fine sands Organic silts and organic silty clays of low plasticity Inorganic silts, micaceous or diatomaceous fine sands or silts, elastic clays Inorganic clays of high plasticity, fat clays Organic clays of medium to high plasticity Peat, muck, and other highly organic soils KEY TO LOGS COARSE-GRAINED SOILS: more than 50% retained on No. 200 sieve (based on the material passing the 3-inch [75mm] sieve) FINE-GRAINED SOILS: 50% or more passes No. 200 sieve* GRAVELS: 50% or more of coarse fraction retained on No. 4 sieve SANDS: more than 50% of coarse fraction passes No. 4 sieve Water level SYMBOL Figure B-1: Chart / Key To Logs NOTATION SAMPLER TYPE C Core barrel CA California split-barrel sampler with 2.5-inch outside diameter and a 1.93-inch inside diameter D&M Dames & Moore piston sampler using 2.5-inch outside diameter, thin-walled tube O Osterberg piston sampler using 3.0-inch outside diameter, thin-walled Shelby tube PTB Pitcher tube sampler using 3.0-inch outside diameter, thin-walled Shelby tube S&H Sprague & Henwood split-barrel sampler with a 3.0-inch outside diameter and a 2.43-inch inside diameter SPT Standard Penetration Test (SPT) split-barrel sampler with a 2.0-inch outside diameter and a 1.5-inch inside diameter ST Shelby Tube (3.0-inch outside diameter, thin-walled tube) advanced with hydraulic pressure NR No Recovery Modified California Sampler (3" O.D.) Modified California Sampler, no recovery Standard Penetraition Test, ASTM D 1586 Standard Penetration Test, no recovery Thin-walled tube sample using Pitcher barrel Thin-walled tube sample, pushed or used Osterberg sampler Disaggregated (bulk) sample DE P T H US C S BL O W C O U N T IN - P L A C E S A M P L E BA G S A M P L E MO I S T U R E ( % ) DR Y D E N S I T Y ( P C F ) MATERIAL DESCRIPTION NOTES DE P T H LOG OF BORING R MCCARTHY CONSULTING, INC. SM 5 10 15 20 25 5 10 15 20 25 8 21 20 EQUIPMENT: CME 75 hollow stem SURFACE ELEVATION: 140+/- BORING NO: B-1 FILE NO: 8142-00 FIGURE B-2 BY: PA 8” asphaltic concrete over 3" base ALLUVIUM (Qal):Pale brown slightly silty SAND, moist, dense, some gravel, disturbed in upper 2 - 2.5’ D-1 at 3’: Dark brown silty SAND, moist, dense D-2 at 6’: Pale brown coarse grained SAND, slightly moist, medium dense, slightly friable, some gravel D-3 at 10’: Very pale brown SAND, slightly moist, medium dense, slightly friable, silt in sample tip D-4 at 15’: Very pale brown SAND, moist, medium dense, slightly friable D-5 at 20’: Pale gray silty fine grained SAND, damp, medium dense, micaceous D-6 at 25’:Pale olive gray fine sandy SILT, moist, stiff Total Depth: 26.5 feet No groundwater “At x’:” always at front. Only cap first letter of sentence. Color SOIL TYPE, fineness, material classification, moisture, density, other SW 4 6 8 SP 3 3 3 SP 7 9 10 SM 7 9 14 ML 13 7 8 SITE LOCATION: 1441 S Manchester Ave Northeast corner DATE: 1-25-17 D as 3” modified Cal Sampler; SB = small bags and should be next column over marked with an x. 12.3 112 5.0 102 6.6 97 23.1 104 5.5 95 Maximum Density Direct Shear (Remolded) 4.8 99 DE P T H US C S BL O W C O U N T IN - P L A C E S A M P L E BA G S A M P L E MO I S T U R E ( % ) DR Y D E N S I T Y ( P C F ) MATERIAL DESCRIPTION NOTES DE P T H LOG OF BORING R MCCARTHY CONSULTING, INC. SM 5 10 15 20 25 5 10 15 20 25 2 2 3 EQUIPMENT: CME 75 hollow stem SURFACE ELEVATION: 140+/- BORING NO: B-2 FILE NO: 8142-00 FIGURE B-3 BY: PA 4.5” asphaltic concrete (no base) ALLUVIUM (Qal) SPT-1 at 2.5’: Brown silty SAND, moist, loose, disturbed SPT-2 at 5’: Pale brown SAND slightly moist, medium dense, friable SPT-4 at 10’: Pale brown SAND damp, medium dense, friable SPT-3 at 7.5’: Pale brown SAND slightly moist, medium dense, friable SPT-5 at 15’: Pale brown SAND, damp, medium dense, friable SPT-6 at 20’: Pale brown SAND, damp, medium dense, friable SPT-7 at 25’: Olive brown sandy SILT, moist, firm, slight FeO staining Total Depth: 26.5 feet No groundwater “At x’:” always at front. Only cap first letter of sentence. Color SOIL TYPE, fineness, material classification, moisture, density, other SP 3 4 4 SP 4 4 4 SP 3 5 5 SP 4 6 8 SP 3 7 10 ML 2 3 3 SITE LOCATION: 1441 S Manchester Ave South side DATE: 1-25-17 D as 3” modified Cal Sampler; SB = small bags and should be next column over marked with an x. Corrosivity 3.3 10.6 3.2 3.6 3.6 18.1 DE P T H US C S BL O W C O U N T IN - P L A C E S A M P L E BA G S A M P L E MO I S T U R E ( % ) DR Y D E N S I T Y ( P C F ) MATERIAL DESCRIPTION NOTES DE P T H LOG OF BORING R MCCARTHY CONSULTING, INC. SM 5 10 15 20 25 5 10 15 20 25 3 4 8 EQUIPMENT: CME 75 hollow stem SURFACE ELEVATION: 140+/- BORING NO: B-3 FILE NO: 8142-00 FIGURE B-4 BY: PA 4” asphaltic concrete over 4.5” sand ALLUVIUM (Qal) D-1 at 3’: Pale gray silty fine grained SAND slightly moist, medium dense, disturbed in upper 2-3’ D-2 at 6’: Pale brown SAND, some gravel, damp, medium dense, slightly friable D-3 at 10’: Pale brown SAND, damp, medium dense, friable D-4 at 15’: Very pale brown SAND, damp, medium dense, friable, micaceous D-5 at 20’: Very pale brown SAND, damp, medium dense, friable Total Depth: 21.5 feet No groundwater Backfilled with cuttings “At x’:” always at front. Only cap first letter of sentence. Color SOIL TYPE, fineness, material classification, moisture, density, other SW 3 5 8 SP 5 6 8 SP 6 10 15 7 9 14 SITE LOCATION: 1441 S Manchester Ave Southwest corner DATE: 1-25-17 D as 3” modified Cal Sampler; SB = small bags and should be next column over marked with an x. 7.7 106 1.2 2.3 98 1.7 98 2.7 103SM/ SW DE P T H US C S BL O W C O U N T IN - P L A C E S A M P L E BA G S A M P L E MO I S T U R E ( % ) DR Y D E N S I T Y ( P C F ) MATERIAL DESCRIPTION NOTES DE P T H LOG OF BORING R MCCARTHY CONSULTING, INC. SP 5 10 15 20 25 5 10 15 20 25 5 7 9 EQUIPMENT: CME 75 hollow stem SURFACE ELEVATION: BORING NO: B-4 FILE NO: 8142-00 FIGURE B-5 BY: PA 4.5” asphaltic concrete (no base) ALLUVIUM (Qal) D-1 at 5’: Very pale brown coarse grained SAND slightly moist, medium dense, friable D-2 at 10’: Pale gray coarse grained SAND slightly moist, medium dense, friable D-3 at 15’: Pale gray SAND damp, medium dense, friable D-4 at 20’: Pale gray SAND, damp, medium dense, friable Total Depth: 21.5 feet No groundwater Backfilled with cuttings “At x’:” always at front. Only cap first letter of sentence. Color SOIL TYPE, fineness, material classification, moisture, density, other SP 4 6 9 SP 7 10 16 8 13 17 SITE LOCATION: 1441 S Manchester Ave Southeast corner DATE: 1-25-17 D as 3” modified Cal Sampler; SB = small bags and should be next column over marked with an x. 6.2 103 6.5 101 4.7 104 2.6 140+/- Direct Shear (Undisturbed) APPENDIX C LABORATORY TESTING APPENDIX C LABORATORY TESTING The laboratory testing program was designed to fit the specific needs of this project and was limited to testing the soil samples collected during the on-site exploration. Soils were classified visually and per the results of our laboratory testing according to ASTM D 2487, the Unified Soil Classification System (USCS). The field moisture content and dry densities of the soils encountered were determined by performing laboratory tests on the collected samples. The results of the moisture tests, density determinations and soil classifications are shown on the Boring Logs, Figures B-2 through B-5. Maximum Density The maximum dry density and optimum moisture content relationship was determined for a representative sample of the on-site soil. The laboratory standard used was ASTM: D1557. The test results are presented below and on Figure C-1. Results of Maximum Density Test (ASTM: D1557) Test Soil Maximum Optimum Location Classification Dry Density Moisture Content B-1 @ 0-5’ SM 128 pcf 9.5 % Sulfate Test A sulfate test result indicated negligible soluble sulfates as shown below: Sulfate Test (C-417; ACI-318) Test Soil Percent soluble Sulfate Location Classification Sulfate Exposure B-2 @ 0-5’ SM 0.018 (18 ppm) Negligible APPENDIX C LABORATORY TESTING (continued) Corrosivity Testing A series of additional corrosivity tests were performed on the sample B-2 @ 0-5 feet. The testing was performed by HDR, Inc. and the results are attached. Direct Shear Direct shear tests were performed on selected undisturbed and remolded samples which were saturated under a surcharge equal to the applied normal force during testing. The apparatus used is in conformance with the requirements outlined in ASTM: D3080. The test specimens, approximately 2.5 inches in diameter and 1 inch in height, were subjected to simple shear along a plane at mid-height after allowing time for pore pressure dissipation prior to application of shearing force. The samples were tested under various normal loads, a different specimen being used for each normal load. The samples were sheared at a constant rate of strain of 0.005 inches per minute. Shearing of the specimens was continued until the shear stress became essentially constant or until a deformation of approximately 10 percent of the original diameter was reached. The peak and ultimate shear stress values were plotted versus applied normal stress, and a best-fit straight line through the plotted points was determined to arrive at the cohesion and the angle of internal friction parameters of the soil samples. The direct shear test results are presented in Figures C-2 and C-3. FILE NO: 8142-00 FEBRUARY 2017 FIGURE C-1 B-1 @ 0-5' MAXIMUM DRY DENSITY: 128 LBS/FT3 OPTIMUM MOISTURE CONTENT: 9.5% Project: 1441 S Manchester Ave; Anaheim, CA Initial Dry Density Avg: 96 pcf Boring: B-4 Intitial Moisture Content Avg: 5% Sample Depth: 10 ft Degree of Saturation: 100% Sample Type: Cal sampler Soil Description: Olive-brown silty SAND RESULTS PEAK ULTIMATE Test Condition: Inundated Cohesion 258 14 FILE NO: 8142-00 FEBRUARY 2017 Friction Angle 40 deg 39 deg y = 0.8411x + 258 y = 0.8001x + 13.5 0 500 1000 1500 2000 2500 3000 3500 4000 0 500 1000 1500 2000 2500 3000 3500 4000 4500 Sh e a r S t r e s s ( p s f ) Normal Load (psf) Direct Shear Test Results B-4@10 ft (Undisturbed) Maximum Shear Reading (psf) Ultimate Shear Reading (psf) Linear (Maximum Shear Reading (psf)) Linear (Ultimate Shear Reading (psf)) FIGURE: C-2 Project: 1441 S Manchester Ave; Anaheim, CA Initial Dry Density Avg: 116 pcf Boring: B-1 Intitial Moisture Content Avg: 12% Sample Depth: 0-5 ft Degree of Saturation: 100% Sample Type: Bulk Soil Description: Olive-brown silty SAND RESULTS PEAK ULTIMATE Test Condition: Inundated Cohesion 393 234 FILE NO: 8142-00 FEBRUARY 2017 FIGURE: C-3 Friction Angle 34 deg 35 deg y = 0.6764x + 393 y = 0.6969x + 234 0 500 1000 1500 2000 2500 3000 3500 0 500 1000 1500 2000 2500 3000 3500 4000 4500 Sh e a r S t r e s s ( p s f ) Normal Load (psf) Direct Shear Test Results B-1@0-5 ft (Remolded) Maximum Shear Reading (psf) Ultimate Shear Reading (psf) Linear (Maximum Shear Reading (psf)) Linear (Ultimate Shear Reading (psf)) 431 West Baseline Road ∙ Claremont, CA 91711 Phone: 909.962.5485 ∙ Fax: 909.626.3316 DATE: SUBJECT: COMMENTS: James T. Keegan, MD Laboratory Services Manager TRANSMITTAL LETTER Crowne Plaza Anaheim Enclosed are the results for the subject project. Laboratory Test Data February 9, 2017 Your #8142-00, HDR Lab #17-0056LAB 431 West Baseline Road ∙ Claremont, CA 91711 Phone: 909.962.5485 ∙ Fax: 909.626.3316 Page 1 of 1 Sample ID B-2 @ 0-5' Resistivity Units as-received ohm-cm 21,600 saturated ohm-cm 7,200 pH 7.9 Electrical Conductivity mS/cm 0.05 Chemical Analyses Cations calcium Ca2+mg/kg 22 magnesium Mg2+mg/kg 4.3 sodium Na1+mg/kg 15 potassium K1+mg/kg 11 Anions carbonate CO32-mg/kg ND bicarbonate HCO31-mg/kg 40 fluoride F1-mg/kg 3.4 chloride Cl1-mg/kg ND sulfate SO42-mg/kg 18 phosphate PO43-mg/kg 10 Other Tests ammonium NH41+mg/kg ND nitrate NO31-mg/kg 62 sulfide S2-qual na Redox mV na Resistivity per ASTM G187, Cations per ASTM D6919, Anions per ASTM D4327, and Alkalinity per APHA 2320-B. Electrical conductivity in millisiemens/cm and chemical analyses were made on a 1:5 soil-to-water extract. mg/kg = milligrams per kilogram (parts per million) of dry soil. Redox = oxidation-reduction potential in millivolts ND = not detected na = not analyzed Table 1 - Laboratory Tests on Soil Samples Crowne Plaza Anaheim Your #8142-00, HDR Lab #17-0056LAB 9-Feb-17 APPENDIX D STANDARD GRADING GUIDELINES APPENDIX D STANDARD GRADING GUIDELINES GENERAL These Guidelines present the usual and minimum requirements for grading operations observed by R McCarthy Consulting, Inc., (RMC), or its designated representative. No deviation from these guidelines will be allowed, except where specifically superseded in the geotechnical report signed by a registered geotechnical engineer. The placement, spreading, mixing, watering, and compaction of the fills in strict accordance with these guidelines shall be the sole responsibility of the contractor. The construction, excavation, and placement of fill shall be under the direct observation of the geotechnical engineer or any person or persons employed by the licensed geotechnical engineer signing the soils report. If unsatisfactory soil-related conditions exist, the geotechnical engineer shall have the authority to reject the compacted fill ground and, if necessary, excavation equipment will be shut down to permit completion of compaction. Conformance with these specifications will be discussed in the final report issued by the geotechnical engineer. SITE PREPARATION All brush, vegetation and other deleterious material such as rubbish shall be collected, piled and removed from the site prior to placing fill, leaving the site clear and free from objectionable material. Soil, alluvium, or rock materials determined by the geotechnical engineer as being unsuitable for placement in compacted fills shall be removed from the site. Any material incorporated as part of a compacted fill must be approved by the geotechnical engineer. The surface shall then be plowed or scarified to a minimum depth of 6 inches until the surface is free from uneven features that would tend to prevent uniform compaction by the equipment used. After the area to receive fill has been cleared and scarified, it shall be disced or bladed by the contractor until it is uniform and free from large clods, brought to the proper moisture content and compacted to minimum requirements. If the scarified zone is greater than 12 inches in depth, the excess shall be removed and placed in lifts restricted to 6 inches. Any underground structures such as cesspools, cisterns, mining shafts, tunnels, septic tanks, wells, pipe lines or others not located prior to grading are to be removed or treated in a manner prescribed by the geotechnical engineer. MATERIALS Materials for compacted fill shall consist of materials previously approved by the geotechnical engineer. Fill materials may be excavated from the cut area or imported from other approved sources, and soils from one or more sources may be blended. Fill soils shall be free from organic (vegetation) materials and other unsuitable substances. Normally, the material shall contain no rocks or hard lumps greater than 6 inches in size and shall contain at least 50 percent of material smaller than 1/4-inch in size. Materials greater than 4 inches in size shall be placed so that they are completely surrounded by compacted fines; no nesting of rocks shall be permitted. No material of a perishable, spongy, or otherwise of an unsuitable nature shall be used in the fill soils. Representative samples of materials to be utilized, as compacted fill shall be analyzed in the laboratory by the geotechnical engineer to determine their physical properties. If any material other than that previously tested is encountered during grading, the appropriate analysis of this material shall be conducted by the geotechnical engineer in a timely manner. PLACING, SPREADING, AND COMPACTING FILL MATERIAL Soil materials shall be uniformly and evenly processed, spread, watered, and compacted in thin lifts not to exceed 6 inches in thickness. Achievement of a uniformly dense and uniformly moisture conditioned compacted soil layer should be the objective of the equipment operators performing the work for the Owner and Contractor. When the moisture content of the fill material is below that specified by the geotechnical engineer, water shall be added by the contractor until the moisture content is near optimum as specified. Moisture levels should generally be at optimum moisture content or greater. When the moisture content of the fill material is above that specified by the geotechnical engineer, the fill material shall be aerated by the contractor by blading, mixing, or other satisfactory methods until the moisture content is near the specified level. After each layer has been placed, mixed, and spread evenly, it shall be thoroughly compacted to 90 percent of the maximum laboratory density in compliance with ASTM D: 1557 (five layers). Compaction shall be accomplished by sheepsfoot rollers, vibratory rollers, multiple-wheel pneumatic-tired rollers, or other types of acceptable compacting equipment. Equipment shall be of such design that it will be able to compact the fill to the specified density. Compaction shall be continuous over the entire area and the equipment shall make sufficient passes to obtain the desired density uniformly. A minimum relative compaction of 90 percent out to the finished slope face of all fill slopes will be required. Compacting of the slopes shall be accomplished by backrolling the slopes in increments of 2 to 5 feet in elevation gain or by overbuilding and cutting back to the compacted inner core, or by any other procedure, which produces the required compaction. GRADING OBSERVATIONS The geotechnical engineer shall observe the fill placement during the course of the grading process and will prepare a written report upon completion of grading. The compaction report shall make a statement as to compliance with these guidelines. As a minimum, one density test shall be required for each 2 vertical feet of fill placed, or one for each 1,000 cubic yards of fill, whichever requires the greater number of tests; however, testing should not be limited based on these guidelines and more testing is generally preferable. Processed ground to receive fill, including removal areas such as canyon or swale cleanouts, must be observed by the geotechnical engineer and/or engineering geologist prior to fill placement. The contractor shall notify the geotechnical engineer when these areas are ready for observation. UTILITY LINE BACKFILL Utility line backfill beneath and adjacent to structures; beneath pavements; adjacent and parallel to the toe of a slope; and in sloping surfaces steeper than ten horizontal to one vertical (10:1), shall be compacted and tested in accordance with the criteria given in the text of this report. Alternately, relatively self-compacting material may be used. The material specification and method of placement shall be recommended and observed by the soil engineer, and approved by the geotechnical engineer and Building Official before use and prior to backfilling. Utility line backfill in areas other than those stated above are generally subject to similar compaction standards and will require approval by the soil engineer. The final utility line backfill report from the project soil engineer shall include an approval statement that the backfill is suitable for the intended use. PROTECTION OF WORK During the grading process and prior to the complete construction of permanent drainage controls, it shall be the responsibility of the contractor to provide good drainage and prevent ponding of water and damage to adjoining properties or to finished work on the site. After the geotechnical engineer has finished observations of the completed grading, no further excavations and/or filling shall be performed without the approval of the geotechnical engineer. APPENDIX E SEISMICITY DATA Design Maps Summary Report http://earthquake.usgs.gov/...sce-2010&variant=0&pe50=&resultid=single.58af912f6e3700.98548427&reportTitle=1441+S+Manchester+Ave[2/23/2017 5:52:10 PM] Report Title Building Code Reference Document Site Coordinates Site Soil Classification Risk Category Design Maps Summary Report PrintView Detailed ReportUser–Specified Input 1441 S Manchester Ave Fri February 24, 2017 01:49:36 UTC ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) 33.81177°N, 117.91234°W Site Class D – “Stiff Soil” I/II/III USGS–Provided Output SS =1.500 g SMS =1.500 g SDS =1.000 g S1 =0.553 g SM1 =0.830 g SD1 =0.553 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the “2009 NEHRP” building code reference document. For PGAM, TL, CRS, and CR1 values, please view the detailed report. Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject-matter knowledge. Design Maps Detailed Report http://earthquake.usgs.gov/...sce-2010&variant=0&pe50=&resultid=single.58af912f6e3700.98548427&reportTitle=1441+S+Manchester+Ave[2/23/2017 5:52:27 PM] From Figure 22-1 From Figure 22-2 Design Maps Detailed Report PrintView Summary Report ASCE 7-10 Standard (33.81177°N, 117.91234°W) Site Class D – “Stiff Soil”, Risk Category I/II/III Section 11.4.1 — Mapped Acceleration Parameters Note: Ground motion values provided below are for the direction of maximum horizontal spectral response acceleration. They have been converted from corresponding geometric mean ground motions computed by the USGS by applying factors of 1.1 (to obtain SS) and 1.3 (to obtain S1). Maps in the 2010 ASCE-7 Standard are provided for Site Class B. Adjustments for other Site Classes are made, as needed, in Section 11.4.3. SS = 1.500 g S1 = 0.553 g Section 11.4.2 — Site Class The authority having jurisdiction (not the USGS), site-specific geotechnical data, and/or the default has classified the site as Site Class D, based on the site soil properties in accordance with Chapter 20. Table 20.3–1 Site Classification Site Class vS N or Nch su A. Hard Rock >5,000 ft/s N/A N/A B. Rock 2,500 to 5,000 ft/s N/A N/A C. Very dense soil and soft rock 1,200 to 2,500 ft/s >50 >2,000 psf D. Stiff Soil 600 to 1,200 ft/s 15 to 50 1,000 to 2,000 psf E. Soft clay soil <600 ft/s <15 <1,000 psf Any profile with more than 10 ft of soil having the characteristics: Plasticity index PI > 20, Moisture content w ≥ 40%, and Undrained shear strength su < 500 psf F. Soils requiring site response analysis in accordance with Section 21.1 See Section 20.3.1 For SI: 1ft/s = 0.3048 m/s 1lb/ft² = 0.0479 kN/m² Design Maps Detailed Report http://earthquake.usgs.gov/...sce-2010&variant=0&pe50=&resultid=single.58af912f6e3700.98548427&reportTitle=1441+S+Manchester+Ave[2/23/2017 5:52:27 PM] Section 11.4.3 — Site Coefficients and Risk–Targeted Maximum Considered Earthquake (MCER) Spectral Response Acceleration Parameters Table 11.4–1: Site Coefficient Fa Site Class Mapped MCE R Spectral Response Acceleration Parameter at Short Period SS ≤ 0.25 SS = 0.50 SS = 0.75 SS = 1.00 SS ≥ 1.25 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight–line interpolation for intermediate values of SS For Site Class = D and SS = 1.500 g, Fa = 1.000 Table 11.4–2: Site Coefficient Fv Site Class Mapped MCE R Spectral Response Acceleration Parameter at 1–s Period S1 ≤ 0.10 S1 = 0.20 S1 = 0.30 S1 = 0.40 S1 ≥ 0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.7 1.6 1.5 1.4 1.3 D 2.4 2.0 1.8 1.6 1.5 E 3.5 3.2 2.8 2.4 2.4 F See Section 11.4.7 of ASCE 7 Note: Use straight–line interpolation for intermediate values of S1 For Site Class = D and S1 = 0.553 g, Fv = 1.500 Design Maps Detailed Report http://earthquake.usgs.gov/...sce-2010&variant=0&pe50=&resultid=single.58af912f6e3700.98548427&reportTitle=1441+S+Manchester+Ave[2/23/2017 5:52:27 PM] Equation (11.4–1): Equation (11.4–2): Equation (11.4–3): Equation (11.4–4): From Figure 22-12 SMS = FaSS = 1.000 x 1.500 = 1.500 g SM1 = FvS1 = 1.500 x 0.553 = 0.830 g Section 11.4.4 — Design Spectral Acceleration Parameters SDS = ⅔ SMS = ⅔ x 1.500 = 1.000 g SD1 = ⅔ SM1 = ⅔ x 0.830 = 0.553 g Section 11.4.5 — Design Response Spectrum TL = 8 seconds Figure 11.4–1: Design Response Spectrum Design Maps Detailed Report http://earthquake.usgs.gov/...sce-2010&variant=0&pe50=&resultid=single.58af912f6e3700.98548427&reportTitle=1441+S+Manchester+Ave[2/23/2017 5:52:27 PM] Section 11.4.6 — Risk-Targeted Maximum Considered Earthquake (MCER) Response Spectrum The MCER Response Spectrum is determined by multiplying the design response spectrum above by 1.5. Design Maps Detailed Report http://earthquake.usgs.gov/...sce-2010&variant=0&pe50=&resultid=single.58af912f6e3700.98548427&reportTitle=1441+S+Manchester+Ave[2/23/2017 5:52:27 PM] From Figure 22-7 Equation (11.8–1): From Figure 22-17 From Figure 22-18 Section 11.8.3 — Additional Geotechnical Investigation Report Requirements for Seismic Design Categories D through F PGA = 0.500 PGAM = FPGAPGA = 1.000 x 0.500 = 0.5 g Table 11.8–1: Site Coefficient FPGA Site Class Mapped MCE Geometric Mean Peak Ground Acceleration, PGA PGA ≤ 0.10 PGA = 0.20 PGA = 0.30 PGA = 0.40 PGA ≥ 0.50 A 0.8 0.8 0.8 0.8 0.8 B 1.0 1.0 1.0 1.0 1.0 C 1.2 1.2 1.1 1.0 1.0 D 1.6 1.4 1.2 1.1 1.0 E 2.5 1.7 1.2 0.9 0.9 F See Section 11.4.7 of ASCE 7 Note: Use straight–line interpolation for intermediate values of PGA For Site Class = D and PGA = 0.500 g, FPGA = 1.000 Section 21.2.1.1 — Method 1 (from Chapter 21 – Site-Specific Ground Motion Procedures for Seismic Design) CRS = 1.030 CR1 = 1.065 Design Maps Detailed Report http://earthquake.usgs.gov/...sce-2010&variant=0&pe50=&resultid=single.58af912f6e3700.98548427&reportTitle=1441+S+Manchester+Ave[2/23/2017 5:52:27 PM] Section 11.6 — Seismic Design Category Table 11.6-1 Seismic Design Category Based on Short Period Response Acceleration Parameter VALUE OF SDS RISK CATEGORY I or II III IV SDS < 0.167g A A A 0.167g ≤ SDS < 0.33g B B C 0.33g ≤ SDS < 0.50g C C D 0.50g ≤ SDS D D D For Risk Category = I and SDS = 1.000 g, Seismic Design Category = D Table 11.6-2 Seismic Design Category Based on 1-S Period Response Acceleration Parameter VALUE OF SD1 RISK CATEGORY I or II III IV SD1 < 0.067g A A A 0.067g ≤ SD1 < 0.133g B B C 0.133g ≤ SD1 < 0.20g C C D 0.20g ≤ SD1 D D D For Risk Category = I and SD1 = 0.553 g, Seismic Design Category = D Note: When S1 is greater than or equal to 0.75g, the Seismic Design Category is E for buildings in Risk Categories I, II, and III, and F for those in Risk Category IV, irrespective of the above. Seismic Design Category ≡ “the more severe design category in accordance with Table 11.6-1 or 11.6-2” = D Note: See Section 11.6 for alternative approaches to calculating Seismic Design Category. *** Deaggregation of Seismic Hazard at One Period of Spectral Accel. *** *** Data from U.S.G.S. National Seismic Hazards Mapping Project, 2008 version *** PSHA Deaggregation. %contributions. site: 1441_S._Manches long: 117.912 W., lat: 33.812 N. Vs30(m/s)= 760.0 (some WUS atten. models use Site Class not Vs30). NSHMP 2007-08 See USGS OFR 2008-1128. dM=0.2 below Return period: 2475 yrs. Exceedance PGA =0.5397 g. Weight * Computed_Rate_Ex 0.405E-03 #Pr[at least one eq with median motion>=PGA in 50 yrs]=0.00011 #This deaggregation corresponds to Mean Hazard w/all GMPEs DIST(KM) MAG(MW) ALL_EPS EPSILON>2 1<EPS<2 0<EPS<1 -1<EPS<0 -2<EPS<-1 EPS<-2 6.1 5.05 2.070 0.926 1.143 0.000 0.000 0.000 0.000 12.6 5.05 0.115 0.115 0.000 0.000 0.000 0.000 0.000 6.2 5.20 4.420 1.667 2.455 0.297 0.000 0.000 0.000 12.8 5.21 0.352 0.352 0.000 0.000 0.000 0.000 0.000 6.4 5.40 4.617 1.406 2.615 0.596 0.000 0.000 0.000 13.1 5.41 0.552 0.552 0.000 0.000 0.000 0.000 0.000 6.5 5.60 4.435 1.173 2.585 0.677 0.000 0.000 0.000 13.3 5.60 0.734 0.709 0.024 0.000 0.000 0.000 0.000 6.7 5.80 3.930 0.881 2.214 0.835 0.000 0.000 0.000 13.6 5.80 0.840 0.777 0.063 0.000 0.000 0.000 0.000 7.0 6.01 4.728 0.931 2.727 1.070 0.000 0.000 0.000 14.1 6.00 0.915 0.783 0.132 0.000 0.000 0.000 0.000 7.1 6.20 5.899 0.919 3.574 1.401 0.005 0.000 0.000 14.4 6.21 1.545 1.089 0.457 0.000 0.000 0.000 0.000 22.4 6.23 0.102 0.102 0.000 0.000 0.000 0.000 0.000 7.3 6.42 7.715 0.941 4.361 2.355 0.058 0.000 0.000 15.4 6.39 2.308 1.571 0.737 0.000 0.000 0.000 0.000 21.8 6.41 0.414 0.414 0.000 0.000 0.000 0.000 0.000 6.9 6.58 11.862 1.323 6.267 4.169 0.103 0.000 0.000 14.6 6.60 3.280 1.705 1.574 0.001 0.000 0.000 0.000 22.9 6.60 0.745 0.743 0.003 0.000 0.000 0.000 0.000 6.7 6.77 5.952 0.576 3.002 2.285 0.089 0.000 0.000 14.0 6.81 6.423 3.001 3.381 0.041 0.000 0.000 0.000 25.0 6.78 0.779 0.748 0.032 0.000 0.000 0.000 0.000 35.1 6.76 0.087 0.087 0.000 0.000 0.000 0.000 0.000 6.8 6.94 2.691 0.239 1.270 1.133 0.049 0.000 0.000 14.2 7.00 9.097 3.863 4.902 0.331 0.000 0.000 0.000 26.6 6.96 0.678 0.630 0.048 0.000 0.000 0.000 0.000 34.5 7.04 0.147 0.147 0.000 0.000 0.000 0.000 0.000 7.3 7.11 0.249 0.021 0.106 0.110 0.013 0.000 0.000 14.3 7.17 4.376 1.340 2.600 0.436 0.000 0.000 0.000 28.5 7.16 0.436 0.355 0.081 0.000 0.000 0.000 0.000 33.9 7.20 0.223 0.220 0.003 0.000 0.000 0.000 0.000 15.6 7.38 1.483 0.509 0.907 0.067 0.000 0.000 0.000 29.5 7.35 0.335 0.265 0.071 0.000 0.000 0.000 0.000 33.7 7.35 0.300 0.279 0.021 0.000 0.000 0.000 0.000 15.7 7.58 1.766 0.576 1.075 0.114 0.000 0.000 0.000 29.1 7.57 0.292 0.205 0.087 0.000 0.000 0.000 0.000 32.4 7.57 0.146 0.126 0.020 0.000 0.000 0.000 0.000 64.4 7.61 0.086 0.086 0.000 0.000 0.000 0.000 0.000 14.5 7.76 0.910 0.219 0.565 0.127 0.000 0.000 0.000 29.9 7.76 0.568 0.378 0.191 0.000 0.000 0.000 0.000 32.0 7.75 0.324 0.243 0.080 0.000 0.000 0.000 0.000 64.4 7.83 0.255 0.255 0.000 0.000 0.000 0.000 0.000 14.2 7.94 0.129 0.030 0.084 0.016 0.000 0.000 0.000 29.9 7.91 0.083 0.045 0.038 0.000 0.000 0.000 0.000 64.9 8.01 0.232 0.232 0.000 0.000 0.000 0.000 0.000 Summary statistics for above PSHA PGA deaggregation, R=distance, e=epsilon: Contribution from this GMPE(%): 100.0 Mean src-site R= 11.1 km; M= 6.44; eps0= 1.16. Mean calculated for all sources. Modal src-site R= 6.9 km; M= 6.58; eps0= 0.62 from peak (R,M) bin MODE R*= 7.0km; M*= 6.58; EPS.INTERVAL: 1 to 2 sigma % CONTRIB.= 6.267 Principal sources (faults, subduction, random seismicity having > 3% contribution) Source Category: % contr. R(km) M epsilon0 (mean values). California B-faults Char 24.33 12.9 6.89 1.11 California B-faults GR 15.25 11.3 6.69 1.11 California A-faults 12.76 19.6 7.21 1.68 CA Compr. crustal gridded 47.66 7.9 5.92 1.05 Individual fault hazard details if its contribution to mean hazard > 2%: Fault ID % contr. Rcd(km) M epsilon0 Site-to-src azimuth(d) Fault ID % contr. Rcd(km) M epsilon0 Site-to-src azimuth(d) San Joaquin Hills Char 3.69 13.2 6.99 1.22 -175.7 Puente Hills Char 2.99 13.9 7.06 1.05 1.9 Puente Hills (Coyote Hills) Char 10.97 7.3 6.70 0.63 -6.4 San Joaquin Hills GR 3.12 13.3 6.75 1.40 -178.8 Puente Hills GR D2.1 & D2.4 2.15 14.5 6.81 1.34 -8.0 Puente Hills (Coyote Hills) GR 7.72 7.3 6.61 0.67 -8.8 Elsinore; Whittier aPriori 2.87 14.2 6.97 1.65 19.7 Elsinore; Whittier MoBal 4.13 14.2 6.95 1.67 19.7 #*********End of deaggregation corresponding to Mean Hazard w/all GMPEs *********# PSHA Deaggregation. %contributions. site: 1441_S._Manches long: 117.912 W., lat: 33.812 N. Vs30(m/s)= 760.0 (some WUS atten. models use Site Class not Vs30). NSHMP 2007-08 See USGS OFR 2008-1128. dM=0.2 below Return period: 2475 yrs. Exceedance PGA =0.5397 g. Weight * Computed_Rate_Ex 0.943E-04 #Pr[at least one eq with median motion>=PGA in 50 yrs]=0.00000 #This deaggregation corresponds to Boore-Atkinson 2008 DIST(KM) MAG(MW) ALL_EPS EPSILON>2 1<EPS<2 0<EPS<1 -1<EPS<0 -2<EPS<-1 EPS<-2 5.2 5.05 0.331 0.274 0.057 0.000 0.000 0.000 0.000 5.3 5.20 0.735 0.553 0.182 0.000 0.000 0.000 0.000 5.3 5.40 0.796 0.553 0.243 0.000 0.000 0.000 0.000 5.5 5.60 0.816 0.449 0.367 0.000 0.000 0.000 0.000 5.7 5.80 0.800 0.364 0.436 0.000 0.000 0.000 0.000 12.9 5.81 0.024 0.024 0.000 0.000 0.000 0.000 0.000 5.9 6.01 0.985 0.422 0.562 0.000 0.000 0.000 0.000 13.9 6.01 0.057 0.057 0.000 0.000 0.000 0.000 0.000 6.2 6.20 1.180 0.542 0.632 0.006 0.000 0.000 0.000 14.4 6.21 0.154 0.154 0.000 0.000 0.000 0.000 0.000 21.3 6.26 0.024 0.024 0.000 0.000 0.000 0.000 0.000 6.7 6.41 1.302 0.602 0.679 0.021 0.000 0.000 0.000 15.6 6.40 0.300 0.300 0.000 0.000 0.000 0.000 0.000 21.8 6.43 0.208 0.208 0.000 0.000 0.000 0.000 0.000 6.7 6.58 1.742 0.548 1.180 0.015 0.000 0.000 0.000 14.7 6.61 0.505 0.447 0.058 0.000 0.000 0.000 0.000 23.6 6.60 0.364 0.362 0.003 0.000 0.000 0.000 0.000 35.2 6.59 0.020 0.020 0.000 0.000 0.000 0.000 0.000 6.5 6.77 1.001 0.261 0.688 0.052 0.000 0.000 0.000 14.1 6.81 1.742 1.115 0.627 0.000 0.000 0.000 0.000 25.4 6.77 0.600 0.570 0.030 0.000 0.000 0.000 0.000 35.6 6.77 0.066 0.066 0.000 0.000 0.000 0.000 0.000 6.6 6.94 0.481 0.107 0.332 0.042 0.000 0.000 0.000 14.4 7.01 2.926 1.334 1.592 0.000 0.000 0.000 0.000 27.2 6.96 0.455 0.418 0.038 0.000 0.000 0.000 0.000 34.5 7.04 0.130 0.130 0.000 0.000 0.000 0.000 0.000 7.3 7.11 0.046 0.007 0.029 0.010 0.000 0.000 0.000 14.8 7.18 1.217 0.485 0.724 0.007 0.000 0.000 0.000 28.8 7.17 0.304 0.232 0.071 0.000 0.000 0.000 0.000 33.8 7.20 0.189 0.187 0.003 0.000 0.000 0.000 0.000 15.9 7.38 0.562 0.182 0.370 0.010 0.000 0.000 0.000 29.5 7.35 0.238 0.167 0.071 0.000 0.000 0.000 0.000 33.6 7.35 0.232 0.211 0.021 0.000 0.000 0.000 0.000 55.7 7.37 0.014 0.014 0.000 0.000 0.000 0.000 0.000 63.6 7.39 0.015 0.015 0.000 0.000 0.000 0.000 0.000 15.8 7.58 0.747 0.219 0.483 0.045 0.000 0.000 0.000 29.1 7.57 0.189 0.119 0.070 0.000 0.000 0.000 0.000 32.4 7.56 0.099 0.080 0.020 0.000 0.000 0.000 0.000 52.0 7.57 0.033 0.033 0.000 0.000 0.000 0.000 0.000 64.4 7.61 0.085 0.085 0.000 0.000 0.000 0.000 0.000 14.5 7.76 0.351 0.075 0.223 0.054 0.000 0.000 0.000 29.9 7.76 0.352 0.214 0.138 0.000 0.000 0.000 0.000 32.0 7.74 0.217 0.151 0.066 0.000 0.000 0.000 0.000 51.0 7.75 0.034 0.034 0.000 0.000 0.000 0.000 0.000 64.4 7.83 0.249 0.249 0.000 0.000 0.000 0.000 0.000 14.2 7.94 0.044 0.010 0.030 0.003 0.000 0.000 0.000 29.9 7.91 0.041 0.022 0.019 0.000 0.000 0.000 0.000 32.0 7.91 0.030 0.020 0.010 0.000 0.000 0.000 0.000 64.9 8.02 0.173 0.173 0.000 0.000 0.000 0.000 0.000 65.2 8.20 0.030 0.030 0.000 0.000 0.000 0.000 0.000 Summary statistics for above PSHA PGA deaggregation, R=distance, e=epsilon: Contribution from this GMPE(%): 23.3 Mean src-site R= 14.5 km; M= 6.67; eps0= 1.47. Mean calculated for all sources. Mean src-site R= 14.5 km; M= 6.67; eps0= 1.47. Mean calculated for all sources. Modal src-site R= 14.4 km; M= 7.01; eps0= 1.53 from peak (R,M) bin MODE R*= 14.4km; M*= 7.02; EPS.INTERVAL: 1 to 2 sigma % CONTRIB.= 1.592 Principal sources (faults, subduction, random seismicity having > 3% contribution) Source Category: % contr. R(km) M epsilon0 (mean values). California B-faults Char 6.05 17.1 7.00 1.62 California A-faults 6.14 23.1 7.24 1.73 CA Compr. crustal gridded 8.26 6.6 5.96 1.10 Individual fault hazard details if its contribution to mean hazard > 2%: Fault ID % contr. Rcd(km) M epsilon0 Site-to-src azimuth(d) San Joaquin Hills Char 0.73 13.2 7.00 1.51 -175.7 Puente Hills Char 0.54 13.9 7.06 1.42 1.9 Puente Hills (Coyote Hills) Char 1.64 7.3 6.72 1.21 -6.4 San Joaquin Hills GR 0.52 13.3 6.78 1.72 -178.8 Puente Hills GR D2.1 & D2.4 0.33 14.4 6.84 1.70 -8.0 Puente Hills (Coyote Hills) GR 1.07 7.3 6.61 1.29 -8.8 Elsinore; Whittier aPriori 1.16 14.2 6.97 1.60 19.7 Elsinore; Whittier MoBal 1.67 14.2 6.95 1.62 19.7 #*********End of deaggregation corresponding to Boore-Atkinson 2008 *********# PSHA Deaggregation. %contributions. site: 1441_S._Manches long: 117.912 W., lat: 33.812 N. Vs30(m/s)= 760.0 (some WUS atten. models use Site Class not Vs30). NSHMP 2007-08 See USGS OFR 2008-1128. dM=0.2 below Return period: 2475 yrs. Exceedance PGA =0.5397 g. Weight * Computed_Rate_Ex 0.134E-03 #Pr[at least one eq with median motion>=PGA in 50 yrs]=0.00031 #This deaggregation corresponds to Campbell-Bozorgnia 2008 DIST(KM) MAG(MW) ALL_EPS EPSILON>2 1<EPS<2 0<EPS<1 -1<EPS<0 -2<EPS<-1 EPS<-2 5.9 5.05 0.459 0.360 0.099 0.000 0.000 0.000 0.000 6.1 5.20 1.159 0.863 0.296 0.000 0.000 0.000 0.000 12.3 5.22 0.038 0.038 0.000 0.000 0.000 0.000 0.000 6.4 5.40 1.472 0.924 0.548 0.000 0.000 0.000 0.000 12.8 5.41 0.131 0.131 0.000 0.000 0.000 0.000 0.000 6.7 5.60 1.497 0.776 0.721 0.000 0.000 0.000 0.000 13.1 5.60 0.224 0.224 0.000 0.000 0.000 0.000 0.000 6.8 5.80 1.269 0.601 0.668 0.000 0.000 0.000 0.000 13.4 5.80 0.255 0.255 0.000 0.000 0.000 0.000 0.000 7.2 6.01 1.472 0.747 0.725 0.000 0.000 0.000 0.000 14.0 6.00 0.273 0.273 0.000 0.000 0.000 0.000 0.000 7.2 6.20 1.930 0.862 1.067 0.001 0.000 0.000 0.000 14.4 6.21 0.507 0.466 0.042 0.000 0.000 0.000 0.000 22.7 6.22 0.019 0.019 0.000 0.000 0.000 0.000 0.000 7.4 6.42 3.005 0.787 1.783 0.436 0.000 0.000 0.000 15.6 6.40 0.890 0.729 0.161 0.000 0.000 0.000 0.000 21.7 6.41 0.096 0.096 0.000 0.000 0.000 0.000 0.000 7.0 6.58 5.605 0.548 2.799 2.258 0.000 0.000 0.000 14.5 6.60 1.478 0.667 0.811 0.000 0.000 0.000 0.000 22.5 6.61 0.145 0.145 0.000 0.000 0.000 0.000 0.000 33.4 6.55 0.017 0.017 0.000 0.000 0.000 0.000 0.000 6.8 6.77 2.583 0.266 1.317 1.000 0.000 0.000 0.000 13.8 6.81 2.534 1.054 1.446 0.034 0.000 0.000 0.000 24.5 6.81 0.100 0.100 0.000 0.000 0.000 0.000 0.000 6.9 6.94 1.145 0.109 0.554 0.475 0.007 0.000 0.000 14.1 7.00 2.407 1.136 1.155 0.116 0.000 0.000 0.000 26.0 6.97 0.087 0.082 0.005 0.000 0.000 0.000 0.000 7.3 7.11 0.101 0.007 0.038 0.049 0.007 0.000 0.000 13.9 7.16 1.253 0.372 0.713 0.168 0.000 0.000 0.000 27.9 7.16 0.051 0.047 0.005 0.000 0.000 0.000 0.000 15.1 7.36 0.255 0.122 0.119 0.015 0.000 0.000 0.000 29.6 7.35 0.025 0.025 0.000 0.000 0.000 0.000 0.000 15.6 7.57 0.320 0.170 0.150 0.000 0.000 0.000 0.000 29.3 7.57 0.021 0.021 0.000 0.000 0.000 0.000 0.000 14.5 7.76 0.166 0.069 0.097 0.000 0.000 0.000 0.000 29.9 7.76 0.043 0.043 0.000 0.000 0.000 0.000 0.000 32.0 7.75 0.018 0.018 0.000 0.000 0.000 0.000 0.000 14.2 7.95 0.017 0.008 0.009 0.000 0.000 0.000 0.000 Summary statistics for above PSHA PGA deaggregation, R=distance, e=epsilon: Contribution from this GMPE(%): 33.2 Mean src-site R= 9.7 km; M= 6.42; eps0= 1.03. Mean calculated for all sources. Modal src-site R= 7.0 km; M= 6.58; eps0= 0.45 from peak (R,M) bin MODE R*= 6.9km; M*= 6.58; EPS.INTERVAL: 1 to 2 sigma % CONTRIB.= 2.799 MODE R*= 6.9km; M*= 6.58; EPS.INTERVAL: 1 to 2 sigma % CONTRIB.= 2.799 Principal sources (faults, subduction, random seismicity having > 3% contribution) Source Category: % contr. R(km) M epsilon0 (mean values). California B-faults Char 9.08 10.9 6.80 0.88 California B-faults GR 6.53 10.5 6.65 0.90 CA Compr. crustal gridded 15.21 7.8 5.98 1.07 Individual fault hazard details if its contribution to mean hazard > 2%: Fault ID % contr. Rcd(km) M epsilon0 Site-to-src azimuth(d) San Joaquin Hills Char 1.52 13.2 6.98 1.14 -175.7 Puente Hills Char 0.99 13.9 7.05 1.11 1.9 Puente Hills (Coyote Hills) Char 5.09 7.3 6.69 0.46 -6.4 San Joaquin Hills GR 1.45 13.3 6.74 1.29 -178.8 Puente Hills GR D2.1 & D2.4 0.80 14.5 6.80 1.35 -8.0 Puente Hills (Coyote Hills) GR 3.70 7.3 6.60 0.49 -8.8 Elsinore; Whittier aPriori 0.68 14.2 6.97 1.79 19.7 Elsinore; Whittier MoBal 0.99 14.2 6.95 1.81 19.7 #*********End of deaggregation corresponding to Campbell-Bozorgnia 2008 *********# PSHA Deaggregation. %contributions. site: 1441_S._Manches long: 117.912 W., lat: 33.812 N. Vs30(m/s)= 760.0 (some WUS atten. models use Site Class not Vs30). NSHMP 2007-08 See USGS OFR 2008-1128. dM=0.2 below Return period: 2475 yrs. Exceedance PGA =0.5397 g. Weight * Computed_Rate_Ex 0.176E-03 #Pr[at least one eq with median motion>=PGA in 50 yrs]=0.00027 #This deaggregation corresponds to Chiou-Youngs 2008 DIST(KM) MAG(MW) ALL_EPS EPSILON>2 1<EPS<2 0<EPS<1 -1<EPS<0 -2<EPS<-1 EPS<-2 6.3 5.05 1.280 0.854 0.426 0.000 0.000 0.000 0.000 12.6 5.05 0.111 0.111 0.000 0.000 0.000 0.000 0.000 6.5 5.20 2.526 1.519 1.007 0.000 0.000 0.000 0.000 12.9 5.20 0.314 0.314 0.000 0.000 0.000 0.000 0.000 6.7 5.40 2.349 1.251 1.098 0.000 0.000 0.000 0.000 13.2 5.40 0.420 0.420 0.000 0.000 0.000 0.000 0.000 6.8 5.60 2.122 1.004 1.118 0.000 0.000 0.000 0.000 13.5 5.60 0.503 0.503 0.000 0.000 0.000 0.000 0.000 7.0 5.80 1.861 0.801 1.057 0.003 0.000 0.000 0.000 13.7 5.80 0.561 0.555 0.005 0.000 0.000 0.000 0.000 7.4 6.01 2.271 0.912 1.346 0.013 0.000 0.000 0.000 14.2 6.00 0.585 0.562 0.023 0.000 0.000 0.000 0.000 22.2 6.01 0.035 0.035 0.000 0.000 0.000 0.000 0.000 7.4 6.20 2.789 0.912 1.859 0.017 0.000 0.000 0.000 14.4 6.20 0.884 0.778 0.106 0.000 0.000 0.000 0.000 22.9 6.22 0.057 0.057 0.000 0.000 0.000 0.000 0.000 7.6 6.41 3.408 0.810 2.359 0.239 0.000 0.000 0.000 15.3 6.40 1.148 0.954 0.194 0.000 0.000 0.000 0.000 22.1 6.41 0.152 0.152 0.000 0.000 0.000 0.000 0.000 6.9 6.58 4.515 0.548 2.640 1.327 0.000 0.000 0.000 14.7 6.61 1.283 0.692 0.591 0.000 0.000 0.000 0.000 22.0 6.59 0.173 0.173 0.000 0.000 0.000 0.000 0.000 6.8 6.77 2.369 0.272 1.333 0.764 0.000 0.000 0.000 13.9 6.82 2.607 1.175 1.415 0.017 0.000 0.000 0.000 23.1 6.78 0.132 0.132 0.000 0.000 0.000 0.000 0.000 6.8 6.94 1.065 0.103 0.530 0.426 0.006 0.000 0.000 14.1 7.00 3.300 1.295 1.813 0.192 0.000 0.000 0.000 25.4 6.97 0.112 0.108 0.004 0.000 0.000 0.000 0.000 7.3 7.11 0.102 0.007 0.039 0.050 0.006 0.000 0.000 14.2 7.16 1.895 0.470 1.163 0.261 0.000 0.000 0.000 28.2 7.17 0.076 0.071 0.005 0.000 0.000 0.000 0.000 34.4 7.20 0.024 0.024 0.000 0.000 0.000 0.000 0.000 15.6 7.37 0.589 0.177 0.370 0.042 0.000 0.000 0.000 29.5 7.35 0.072 0.072 0.000 0.000 0.000 0.000 0.000 33.9 7.35 0.053 0.053 0.000 0.000 0.000 0.000 0.000 15.7 7.58 0.777 0.217 0.492 0.069 0.000 0.000 0.000 28.9 7.58 0.082 0.065 0.017 0.000 0.000 0.000 0.000 32.4 7.58 0.039 0.039 0.000 0.000 0.000 0.000 0.000 14.5 7.76 0.393 0.075 0.245 0.073 0.000 0.000 0.000 29.9 7.76 0.185 0.124 0.062 0.000 0.000 0.000 0.000 32.0 7.75 0.090 0.076 0.014 0.000 0.000 0.000 0.000 14.2 7.94 0.069 0.011 0.045 0.013 0.000 0.000 0.000 29.9 7.92 0.025 0.015 0.009 0.000 0.000 0.000 0.000 64.9 7.99 0.059 0.059 0.000 0.000 0.000 0.000 0.000 Summary statistics for above PSHA PGA deaggregation, R=distance, e=epsilon: Summary statistics for above PSHA PGA deaggregation, R=distance, e=epsilon: Contribution from this GMPE(%): 43.5 Mean src-site R= 10.3 km; M= 6.33; eps0= 1.08. Mean calculated for all sources. Modal src-site R= 6.9 km; M= 6.58; eps0= 0.62 from peak (R,M) bin MODE R*= 6.9km; M*= 6.58; EPS.INTERVAL: 1 to 2 sigma % CONTRIB.= 2.640 Principal sources (faults, subduction, random seismicity having > 3% contribution) Source Category: % contr. R(km) M epsilon0 (mean values). California B-faults Char 9.20 12.0 6.89 1.00 California B-faults GR 5.88 11.1 6.69 1.07 California A-faults 4.27 16.8 7.22 1.56 CA Compr. crustal gridded 24.20 8.3 5.87 1.03 Individual fault hazard details if its contribution to mean hazard > 2%: Fault ID % contr. Rcd(km) M epsilon0 Site-to-src azimuth(d) San Joaquin Hills Char 1.44 13.2 7.00 1.16 -175.7 Puente Hills Char 1.46 13.9 7.06 0.88 1.9 Puente Hills (Coyote Hills) Char 4.25 7.3 6.70 0.61 -6.4 San Joaquin Hills GR 1.15 13.3 6.76 1.40 -178.8 Puente Hills GR D2.1 & D2.4 1.02 14.5 6.81 1.22 -8.0 Puente Hills (Coyote Hills) GR 2.95 7.3 6.61 0.67 -8.8 Elsinore; Whittier aPriori 1.03 14.2 6.98 1.62 19.7 Elsinore; Whittier MoBal 1.48 14.2 6.96 1.65 19.7 #*********End of deaggregation corresponding to Chiou-Youngs 2008 *********# ******************** Southern California **************************************** APPENDIX D D1 – PHASE I ENVIRONMENTAL SITE ASSESSMENT D2 – HAZARDOUS MATERIALS DATABASE SEARCH 5261 West Imperial Highway, Los Angeles, California 90045 Toll Free: 888-706-6300 Phone: 310-845-6300 Fax: 310-854-0199 Web: www.AndersenEnviro.com PHASE I ENVIRONMENTAL SITE ASSESSMENT REPORT Performed at: 1441 South Manchester Avenue Anaheim, California 92802 Assessor’s Parcel Number: 082-170-35 Prepared for: California United Bank 15821 Ventura Boulevard, Suite 142 Encino, California 91436 Andersen Environmental Project No.: 1311-1885 Date: December 12, 2013 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 TABLE OF CONTENTS EXECUTIVE SUMMARY ............................................................................................................................I 1.0 INTRODUCTION ............................................................................................................................1 1.1 SIGNIFICANT ASSUMPTIONS ...........................................................................................................2 1.2 LIMITATIONS AND EXCEPTIONS......................................................................................................2 1.3 RELIANCE .......................................................................................................................................2 2.0 SITE DESCRIPTION.......................................................................................................................3 2.1 CURRENT AND HISTORICAL ADDRESSES .......................................................................................3 2.2 LEGAL DESCRIPTION ......................................................................................................................3 2.3 PHYSICAL SETTING .........................................................................................................................3 3.0 SITE RECONNAISSANCE / INTERVIEWS................................................................................4 3.1 SITE RECONNAISSANCE ..................................................................................................................4 3.2 ADJOINING AND IMMEDIATELY SURROUNDING PROPERTIES.........................................................5 3.3 SURROUNDING AREA OBSERVATIONS............................................................................................6 3.4 INTERVIEWS ....................................................................................................................................6 3.5 USER PROVIDED INFORMATION......................................................................................................7 4.0 HISTORICAL LAND USE..............................................................................................................9 4.1 AERIAL PHOTOGRAPHY REVIEW ....................................................................................................9 4.2 BUILDING DEPARTMENT RECORDS REVIEW ................................................................................10 4.3 CITY DIRECTORY REVIEW ............................................................................................................11 4.4 SANBORN MAP REVIEW................................................................................................................12 4.5 HISTORICAL SUMMARY ................................................................................................................12 5.0 REGULATORY DATABASE REPORT......................................................................................14 5.1 SUBJECT PROPERTY ......................................................................................................................14 5.2 ADJOINING AND IMMEDIATELY SURROUNDING PROPERTIES .......................................................14 5.3 SURROUNDING AREA....................................................................................................................15 5.4 ORPHAN SITES ..............................................................................................................................15 6.0 AGENCY FILE REVIEWS...........................................................................................................16 6.1 STATE AGENCIES ..........................................................................................................................16 6.2 CITY/COUNTY AGENCIES .............................................................................................................16 6.3 AGENCY FILE REVIEW LIMITATIONS ............................................................................................16 7.0 NON-SCOPE ENVIRONMENTAL RISKS.................................................................................17 7.1 ASBESTOS CONTAINING BUILDING MATERIALS ..........................................................................17 7.2 LEAD-BASED PAINT......................................................................................................................17 7.3 RADON ..........................................................................................................................................18 7.4 WETLANDS ...................................................................................................................................18 7.5 MOLD ............................................................................................................................................18 7.6 METHANE GAS..............................................................................................................................19 8.0 FINDINGS.......................................................................................................................................20 SIGNATURES..............................................................................................................................................23 REFERENCES.............................................................................................................................................24 APPENDIX I - ILLUSTRATIONS Figure 1: Topographic Map Figure 2: Site Vicinity Map Figure 3: Site Plan Figure 4: Site Photographs APPENDIX II - RADIUS MAP REPORT APPENDIX III - OTHER DOCUMENTATION 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 I EXECUTIVE SUMMARY FINDINGS Andersen Environmental has performed a Phase I Environmental Site Assessment (Phase I) for California United Bank (Client) for a commercial property located at 1441 South Manchester Avenue, in Orange County and the City of Anaheim, California, Assessor’s Parcel Number: 082-170-35. The research conducted for this study and the report prepared are in conformance with the United States Environmental Protection Agency (USEPA) All Appropriate Inquiry (AAI) standard and the American Society for Testing and Materials (ASTM) E 1527-13 scope of work. Site Description According to our research and information provided by the Client, the following address has been found to be associated with the subject property: 1441 South Manchester Avenue, Anaheim, California. The subject property is located on the southwest side of South Manchester Avenue, approximately 590 feet east of Harbor Boulevard, in the City of Anaheim. The subject property is approximately 2.73 acres in size and is occupied by six two-story structures and a single-story structure which are approximately 52,000 square feet in total size. The structures form the Quality Inn & Suites hotel. The remaining portions of the property consist of asphalt paved parking areas to the north and west, and concrete walkways and seating areas and a swimming pool in the central portions. The surrounding area is mostly used for commercial purposes. Groundwater is estimated to be approximately 100-feet below ground surface in the area of the site. No significant hazardous material storage or recognized environmental conditions were observed at the site. Those interviewed, as persons familiar with the site were not aware of any negative environmental conditions associated with the property. Historical Land Use According to Andersen Environmental’s interpretation of the historical research data, the subject property was developed for agricultural purposes from at least 1938 to sometime after 1963. By 1972, the subject property was vacant, graded land. In 1976, the subject property was improved with the existing six two- story commercial structures and single-story storage structure to the southwest. The structures were to be utilized as a hotel, including gift shop, hotel restaurant, swimming pool, and offices. Occupants of the subject property have included: Penny Sleeper Inn (1976-2003), Penny’s Gifts (1995), Pennysaver Private Party Classified Advertising (1995), Infinity Gift Shop (2003), Villager Lodge (2003-2008), Mickey’s Gift Shop (2008), and Quality Inn & Suites (2008-present).  The earliest historical resource obtained during this investigation was an aerial photograph from 1938 depicting the subject property developed for agricultural purposes. The lack of historical sources for the subject property dating back to first developed use represents historical data source failure. However, it is assumed that prior to 1938 the subject property would have been developed for agricultural purposes, if not undeveloped. Based on this notion, this limitation is not expected to significantly alter the findings of this investigation.  The subject property was historically used for agricultural purposes as an orchard from at least 1938 through 1963. There is a potential that agricultural chemicals, such as pesticides, herbicides and fertilizers, were used on-site. Agricultural chemicals tend to accumulate in the near surface soils. As the property has been redeveloped, which typically involves grading (soil mixing) of the first few feet of soil; it is likely the agricultural chemicals, if any were present, have been diluted to below regulated levels. Based on the foregoing and the existing use of the property for commercial purposes, it is our 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 II opinion that a risk to human health of the environment based on the historical agricultural use of the site is unlikely, and thus no further action related to the former agricultural use of the subject property is recommended at this time. Environmental Data Search  The subject property is not listed on any of the regulatory databases researched.  In our opinion, none of the other sites listed on the regulatory database report pose a significant threat to the subject property as there is no indication of a release at the respective sites, a release has occurred but groundwater has not been impacted, a release has occurred but the case is closed, or the sites are located cross or down gradient of the subject property and in excess of 1/10 mile from the subject property.  The Anaheim Fire Department, Anaheim Public Utilities, Orange County Health Care Agency (OCHCA), Santa Ana Regional Water Quality Control Board (SARWQCB), South Coast Air Quality Management District (SCAQMD), Department of Toxic Substances Control (DTSC) Cypress Regional Office, and Division of Oil, Gas, and Geothermal Resources (DOGGR) were contacted regarding hazardous materials, underground storage tank, industrial wastewater, and air emissions equipment files for the subject property. According to responses to our requests, there are no files for the subject property.  The Orange County Sanitation District (OCSD) was contacted regarding storm water and wastewater permits. As of this writing, no response has been received from OCSD.  An environmental lien search was not requested by the user; however, based on our review of the Department of Toxic Substances Control (DTSC) EnviroStor Database, no environmental liens enforced by the DTSC were identified. Additional Issues  Based on the age of the onsite structures, there is a potential for lead based paint and asbestos containing building materials to be present at the site, however, no testing was completed as part of this report. An asbestos survey and lead based paint survey is recommended should the onsite structures be demolished or significantly renovated.  According to our research, radon potential at the subject property is considered low.  Andersen Environmental did not observe visible or olfactory indications of the presence of mold, nor did Andersen Environmental observe obvious indications of significant water damage.  Based on our research, the property is not known to be located in proximity (1,000 feet) to any active or abandoned oil wells or landfills. Therefore the potential for methane risk at the subject property is considered low. CONCLUSIONS Andersen Environmental has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice 1527-13, at 1441 South Manchester Avenue, Anaheim, California, the subject property. Any exceptions to or deletions from this practice are described in the individual sections of this report. This assessment has revealed no evidence of recognized environmental conditions in connection with the subject property. Recognized Environmental Conditions (REC) In our opinion, no RECs were revealed during the course of our assessment. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 III Historic Recognized Environmental Condition (HREC) In our opinion, no HRECs were revealed during the course of our assessment. Controlled Recognized Environmental Condition (CREC) In our opinion, no CRECs were revealed during the course of our assessment. RECOMMENDATIONS Based on the forgoing, no additional investigation is recommended at this time. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 1 of 24 1.0 INTRODUCTION Andersen Environmental has performed a Phase I Environmental Site Assessment (Phase I) for the property located at 1441 South Manchester Avenue, in Orange County and the City of Anaheim, California (Subject Property). This report has been prepared for the sole use of California United Bank (Client). The research conducted for this study and the report prepared are in general conformance with the EPA “All Appropriate Inquiries” standard and the ASTM 1527-13 “Standard Practices for Environmental Site Assessments: Phase I Environmental Site Assessment Process”. The primary purpose for performing a Phase I ESA is to “…permit a user to satisfy one of the requirements to qualify for the innocent landowner, contiguous property owner, or bona fide prospective purchaser limitations (commonly known as landowner liability protections) on Comprehensive Emergency Response Compensation and Liability Act (CERCLA) liability.” (ASTM, 2013) An environmental site assessment meeting or exceeding this practice and completed less than 180 days prior to the date of acquisition is presumed to be valid under this standard. In order to maintain landowner liability protections, the user also has a “continuing obligation to not interfere with activity and use limitations associated with the property,” must take “reasonable steps to prevent releases” and must “comply with legal release reporting obligations.” (ASTM, 2013) Further, it is the goal of this study to identify business risks related to the property associated with environmental conditions. This investigation is not an environmental compliance audit and is not designed to determine if the operations of an existing facility are in compliance with applicable environmental laws and regulations. The goal of this process is to identify any (1) recognized environmental conditions (RECs), (2) historic recognized environmental conditions (HRECs), and/or (3) controlled recognized environmental conditions (CRECs) associated with the subject property. 1. A recognized environmental condition is defined as “…the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to any release to the environment; (2) under conditions indicative of a release to the environment; or (3) under conditions that pose a material threat of a future release to the environment.” This definition does not include de minimis conditions defined as “a condition that generally does not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies” (ASTM, 2013). 2. A historical recognized environmental condition is defined as “a past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls)” (ASTM, 2013). 3. A controlled recognized environmental condition is defined as “a recognized environmental condition resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls)” (ASTM, 2013). In order to identify environmental conditions at the site, the Phase I ESA includes a site inspection, interviews with parties familiar with the property, historical research into the past uses of the property, and 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 2 of 24 an environmental records search with regard to the subject property, adjoining and immediately surrounding properties, and the surrounding area. In addition, Andersen Environmental provides an opinion regarding the potential for asbestos containing materials, lead-based paints, mold, radon, oil and gas exploration, and methane as they relate to the subject property. Reviewing those documents that are publicly available, reasonably ascertainable, and practically reviewable controls the completeness of this assessment. The inability to review documents which do not exist or are not publicly available, reasonably ascertainable, or practically reviewable may result in a data gap. 1.1 SIGNIFICANT ASSUMPTIONS While this report provides an overview of potential environmental concerns, both past and present, the environmental assessment is limited by the availability of information at the time of the assessment. It is possible that unreported disposal of waste or illegal activities impairing the environmental status of the property may have occurred which could not be identified. The conclusions and recommendations regarding environmental conditions that are presented in this report are based on a scope of work authorized by the Client. Note, however, that virtually no scope of work, no matter how exhaustive, can identify all contaminants or all conditions above and below ground. 1.2 LIMITATIONS AND EXCEPTIONS This report has been prepared in accordance with generally accepted environmental methodologies referred to in ASTM 1527-2013, and contains all of the limitations inherent in these methodologies. No other warranties, expressed or implied, are made as to the professional services provided under the terms of our contract and included in this report. The conclusions of this report are based in part, on the information provided by others. The possibility remains that unexpected environmental conditions may be encountered at the site in locations not specifically investigated. The services performed and outlined in this report were based, in part, upon visual observations of the site and attendant structures. Our opinion cannot be extended to portions of the site that were unavailable for direct observation, reasonably beyond the control of Andersen Environmental. The objective of this report was to assess environmental conditions at the site, within the context of our contract and existing environmental regulations within the applicable jurisdiction. Evaluating compliance of past or future owners with applicable local, provincial, and federal government laws and regulations was not included in our contract for services. Our observations relating to the condition of environmental media at the site are described in this report. It should be noted that compounds or materials other than those described could be present in the site environment. 1.3 RELIANCE This report has been prepared for the sole use of the California United Bank. The contents should not be relied upon by any other parties without the express written consent of the California United Bank and Andersen Environmental. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 3 of 24 2.0 SITE DESCRIPTION Andersen Environmental has performed a Phase I for a commercial property located at 1441 South Manchester Avenue, in Orange County and the City of Anaheim, California. The subject property is located on the southwest side of South Manchester Avenue, approximately 590 feet east of Harbor Boulevard, in the City of Anaheim. The subject property is approximately 2.73 acres in size and is occupied by six two-story structures and a single-story structure which are approximately 52,000 square feet in total size. The structures form the Quality Inn & Suites hotel. The remaining portions of the property consist of asphalt paved parking areas to the north and west, and concrete walkways and seating areas and a swimming pool in the central portions. The surrounding area is mostly used for commercial purposes. Groundwater is estimated to be approximately 100-feet below ground surface in the area of the site. Natural gas and electrical services are provided to the subject property by Southern California Gas and Anaheim Public Utilities, respectively. Potable water and sewer services are provided by Anaheim. 2.1 CURRENT AND HISTORICAL ADDRESSES According to our research and information provided by the Client, the following address has been found to be associated with the subject property: 1441 South Manchester Avenue, Anaheim, California. 2.2 LEGAL DESCRIPTION According to the Orange County Assessor’s Office, the subject property is located in the City of Anaheim, and is described by the Assessor’s Parcel Number: 082-170-35. 2.3 PHYSICAL SETTING The elevation of the subject property is approximately 143 feet above sea level (USGS Anaheim, CA 7.5 minute topographic quadrangle). Based on our review of the GeoCheck Section of the EDR Radius report, the subject property is not situated within a 100-year FEMA Flood Zone. No wetlands were identified at the property or adjoining/immediately surrounding properties. Based on our review of groundwater data presented in the State Water Resources Control Board (SWRCB) Geotracker website, groundwater was detected at a leaking underground storage tank site at an adjacent property (1400 Harbor Boulevard) to the west-northwest of the subject property at approximately 100-feet below ground surface. However, perched and semi-perched aquifers may be present beneath the site. Based on regional groundwater data and topographic map interpretation, regional groundwater flow direction is estimated to be to the southwest; however local groundwater flow direction may vary. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 4 of 24 3.0 SITE RECONNAISSANCE / INTERVIEWS 3.1 SITE RECONNAISSANCE On December 4, 2013, Mr. Gareth Howell and Ms. Elizabeth Zhao of Andersen Environmental conducted a site reconnaissance of the subject property. The site inspection was conducted to attempt to identify current site use, current hazardous materials storage, and evidence of past site uses and hazardous material storage and to identify evidence of other recognized environmental conditions. The following table summarizes our Site Reconnaissance observations: Yes No Observed Feature(s) Hazardous Substances and Petroleum Products Containers Underground and/or Aboveground Storage Tanks Drains/Sumps/Clarifiers/Sewer Interceptors/Septic Systems Stained or Corroded Surfaces/Stained Soil or Stressed Vegetation Pits/Ponds/Lagoons/Wetlands Electrical Equipment with the Potential to contain Fluids Production or Monitoring Wells Evidence of Solid Waste Disposal/Dumping/Fill Areas 3.1.1 EXTERIOR OBSERVATIONS The exterior portions of the site consist of asphalt paved parking areas to the northeast, west, and south. A wooden tour pick up overhang structure was observed to the northeast and a concrete masonry unit (CMU) trash container enclosure was located at the central portion along the western perimeter wall. Andersen Environmental observed a maintenance structure and storage bin in the southwest corner of the subject property. No evidence of the use or disposal of hazardous materials was observed in the exterior portions of the property. No pole or pad mounted transformers or PCB-containing equipment were observed on-site. Andersen Environmental also observed a pool to the east and a patio area in the central portion. Two enclosed areas, each containing one hot water boilers, were observed near the pool. A stormwater drain, a water hose, three gallons of pool cleaner, and a box of pool filter powder were observed in the two enclosures. Based on the small quantities of pool cleaner and the lack of evidence to suggest a release of the chemicals, they are not expected to represent a significant environmental concern to the subject property. No staining was observed in the vicinity of the stormwater drain. Andersen Environmental was not able to observe locked enclosure to the southwest. However, Andersen Environmental observed visible contents from the exterior including approximately 30 bags of Morton water softener crystals. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 5 of 24 No recognized environmental conditions were observed in this portion of the site. 3.1.2 INTERIOR OBSERVATIONS The subject property contains six two-story onsite structures a single-story structure. At the time of the site reconnaissance, the subject property was occupied by a 182-room, 52,000 square foot Quality Inn & Suites. The six two-story structures are of wood frame construction, with concrete foundation, and wood truss roofs. Building materials observed included wood and drywall partitions, carpeting, and 12” linoleum floor tiles. The structures consist of hotel rooms, kitchen, breakfast room, gift shop, hotel lobby, offices, laundry rooms, and a meeting room. Various floor drains were observed throughout the subject property. No staining or hazardous materials were observed in the vicinity of the floor drains. The maintenance laundry room contained three washer machines and four dryer machines. The guest laundry room contained two washer machines and two dryer machines. No dry cleaning is performed onsite. The 182 hotel guest rooms consist of one bathroom and a bedroom. The layouts for each type of room are the same. Andersen Environmental observed eighteen guest rooms in total; four with two double beds (1205, 1207, 1238, and 1240), eight with a single queen bed (1101, 1104, 1203, 1204, 1242, 1243, 2202, and 3120), three with double queen beds (1237, 5204, and 2203), and three with two bunk beds (1101, 1104, and 3120). The single-story structure in the southwest portion of the subject property is utilized as a maintenance building by hotel staff. Contents of the maintenance structure included miscellaneous equipment and various office and cleaning supplies, including approximately ten 5-gallon paint cans, approximately 60 empty and unopened 1-gallon paint cans, 11 sealed boxes of chlorinating liquid for the swimming pool, two sealed boxes of muriatic acid, three 5-gallon containers of stone sealer, one gallon of paint thinner, one gallon of latex primer, one gallon of stain remover, one quart of lacquer thinner, approximately 40 spray paint cans, seven 20-pound propane tanks, and one 2-gallon gasoline container. No significant staining was observed in the maintenance structure. Based on the nature of the use of the materials in the general upkeep of the hotel, the lack of conduits to the subsurface, and the lack of staining in the maintenance structure, the stored materials are not expected to represent a significant environmental concern for the subject property Andersen Environmental observed one storage container utilized to store various furniture items adjacent to the maintenance structure. No significant hazardous material storage or recognized environmental conditions were observed in the interior portions of the site. 3.1.3 RECONNAISSANCE LIMITATIONS Andersen Environmental was not able to observe locked enclosure to the southwest. However, Andersen Environmental observed visible contents from the exterior including approximately 30 bags of Morton water softener crystals. Based on the observations from the exterior and the use of the enclosed area, this limitation is not expected to represent a significant environmental concern for the subject property. 3.2 ADJOINING AND IMMEDIATELY SURROUNDING PROPERTIES The adjoining and immediately surrounding properties (within 100-feet of the subject property boundary) were visually and physically observed from public right-of ways and the subject property in an attempt to identify recognized environmental conditions. Our observations are summarized in the following table: 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 6 of 24 Location Address(es) Uses/Observations Northeast No associated address Santa Ana Freeway (5) Northwest 1380 South Harbor Boulevard Howard Johnson Hotel and Mimi’s Cafe West- northwest 1400 South Harbor Boulevard Howard Johnson Hotel parking lot West- southwest 1460 South Harbor Boulevard Marriott Fairfield Inn South (near) 1477 South Manchester Avenue West Coast University South (far) 1515 South Manchester Avenue Sybron Dental Specialties The adjoining/immediately surrounding property to the west-northwest was listed on the regulatory database report and is further discussed in Section 5.2 below. 3.3 SURROUNDING AREA OBSERVATIONS 3.3.1 SURROUNDING PROPERTY USES The surrounding area is primarily developed for commercial and residential purposes. The Santa Ana Freeway was observed to the northeast and Disneyland was observed to the west. No surrounding properties appear to be a concern to the subject property. 3.3.2 SURROUNDING GEOGRAPHY The surrounding area is mostly flat with a slight topographic slope to the southwest. No nearby hills or bedrock outcroppings were observed in the area of the site. No lakes, ponds, rivers or streams were observed in the surrounding area. 3.4 INTERVIEWS 3.4.1 Property Owner – Mr. Praful Patel, the property owner, completed an environmental questionnaire on December 3, 2013. Mr. Patel was unaware of any environmental conditions associated with the property. 3.4.2 Key Site Manager – Mr. Amil Patel, the operations and development manager, was interviewed during the course of the site reconnaissance. According to Mr. Patel, no hazardous materials are utilized at the subject property. Mr. Patel was not aware of any environmental conditions at the subject property. 3.4.3 Property Occupants – The owner is the occupant of the property and was interviewed as the owner. 3.4.4 Past Owners, Operators and Occupants – Past owners, operators and occupants were not able to be identified for an interview for this report. 3.4.5 Prospective Purchaser – As the user of this report is a lender for a transaction which is for financing purposes, there is no prospective purchaser included in the transaction. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 7 of 24 3.5 USER PROVIDED INFORMATION The United States Environmental Protection Agency (USEPA) All Appropriate Inquiry (AAI) and ASTM 1527-13 Phase I Standards require that the Report User conduct independent research and consider certain information before purchasing a property. Andersen Environmental recommends that the User documents completion of the following items: 3.5.1 LIEN SEARCH The User is required to obtain a recent (less than 180 days old) title report prepared for the subject property. The report should be reviewed to obtain information regarding environmental clean-up liens or activity and use limitations with regard to the subject property. If environmental cleanup liens or activity and use limitations encumbering the subject property or in connection with the subject property are identified, the User should provide that information to the Environmental Professional (Andersen Environmental). If the User has actual knowledge of environmental cleanup liens or activity and use limitations encumbering the subject property or in connection with the subject property, the User should provide that information to the Environmental Professional (Andersen Environmental).  The user did not provide Andersen Environmental any information either verbally or by virtue of providing Andersen Environmental with a Title Report regarding environmental cleanup liens or activity and use limitations encumbering the subject property. An environmental lien search was not requested by the user; however, based on our review of the Department of Toxic Substances Control (DTSC) EnviroStor Database, no environmental liens enforced by the DTSC were identified. 3.5.2 SPECIALIZED KNOWLEDGE The User should provide the Environmental Professional (Andersen Environmental) with any specialized knowledge the User has with regard to recognized environmental conditions in connection with the property.  The User has no specialized knowledge with respect to recognized environmental conditions in connection with the property. 3.5.3 COMMONLY KNOWN OR REASONABLY ASCERTAINABLE INFORMATION If the User is aware of any commonly known information in the community about the subject property with respect to recognized environmental conditions, the User should provide the information to the Environmental Professional (Andersen Environmental).  The User is not aware of any commonly known information in the community about the subject property with respect to recognized environmental conditions. 3.5.4 PROPERTY VALUATION If this Phase I ESA was prepared as due diligence for a property transaction, it is the responsibility of the User to consider the relationship of the purchase price to the fair market value of the property. If the purchase price is significantly lower than the fair market value, the User should identify the alternate reason for the low purchase price if the lower purchase price is not related to the property being affected by hazardous substances or petroleum products.  As the user of this report is a lender for a transaction which is for financing purposes, there is no prospective purchaser included in the transaction. 3.5.5 PURPOSE OF PERFORMING PHASE I ESA  According to the user, the user is a lender performing lender due diligence on the subject property in contemplation of a loan, where the subject property is collateral. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 8 of 24 3.6 USER PROVIDED DOCUMENTS  No documents were provided to Andersen Environmental by the Report User. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 9 of 24 4.0 HISTORICAL LAND USE A review of historical data derived from standard historical resources is provided in this section. The objective of consulting historical sources is to develop a history of the previous uses of the property and surrounding area, in order to help identify the likelihood of past uses having led to recognized environmental conditions in connection with the property. During our historical review, acute attention is paid to the subject property. Data relating to the adjoining and immediately surrounding properties (within 100-feet of the subject property boundary) and the surrounding area is reviewed to the extent that it is revealed in the course of researching the property itself. 4.1 AERIAL PHOTOGRAPHY REVIEW Aerial Photography of many portions of the United States dates back to the 1920’s. Items searched for in each photograph included, but were not limited to: evidence of tanks, gas stations, industrial site usage, water drainage pathways, areas which show evidence of drums or excessive debris, discolored or stained soils, areas of distressed vegetation, et cetera. Aerial Photograph Coverage was available from Environmental Data Resources (EDR) for the years: 1938, 1947, 1953, 1963, 1972, 1977, 1990, 1995, 2005, 2009, 2010, and 2012. A summary of our observations is presented in the following table. 1938, 1947, 1953, and 1963 Adjoining and Notable Immediately Surrounding Property Observations Subject Property Direction Observation Notable Observations of the Surrounding Area Northeast Agricultural and a freeway by 1953 (across South Manchester Avenue) Northwest Agricultural (across South Manchester Avenue) West Agricultural The subject property appears to be developed with agricultural orchard rows. South Agricultural The surrounding properties appear to be developed for agricultural purposes. Residential development begins in 1947. By 1963, the surrounding properties appear to be primarily residential and commercial with some agricultural development. 1972 Adjoining and Notable Immediately Surrounding Property Observations Subject Property Direction Observation Notable Observations of the Surrounding Area Northeast Freeway (across South Manchester Avenue) Northwest Commercial (across South Manchester Avenue) West Commercial and vacant The subject property appears to be vacant, graded land. South Commercial The surrounding properties appear to be developed for commercial and residential purposes. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 10 of 24 1977, 1990, 1995, 2005, 2009, 2010, and 2012 Adjoining and Notable Immediately Surrounding Property Observations Subject Property Direction Observation Notable Observations of the Surrounding Area Northeast Freeway (across South Manchester Avenue) Northwest Commercial (across South Manchester Avenue) West Commercial and vacant in 1977 and commercial by 1990 The subject property appears to be developed with six commercial structures and parking areas along the northern, western, and southern perimeters. South Commercial The surrounding properties appear to be developed for commercial and residential purposes. 4.2 BUILDING DEPARTMENT RECORDS REVIEW The addresses identified as current and historical addresses for the subject property were researched at the City of Anaheim Building Division. Items considered in the course of the building permit review are previous site usage, previous ownership, and the construction or demolition of any structures that may have had a negative environmental impact on the property. The following table summarizes relevant building permits obtained and reviewed: 1441 South Manchester Avenue Date Owner/Occupant Purpose 11/10/1976 Walker & Lee Install one 10’ x 20’ sign 11/11/1976 C.J. Bonner Corporation Install a 6-foot high brick wall 11/16/1976 C.J. Bonner Corporation Electric permit for 1,512 outlets and 913 lighting fixtures in a new building 11/24/1976 C.J. Bonner Corporation Plumbing permit for water closets, bath tubs, lavatories, sinks, garbage disposal, clothes washer waste, floor drain, laundry tray, p trap, etc. 12/06/1976 C.J. Bonner Corporation Construct a single-story storage building 12/09/1976 Penny Sleeper Inn Plumbing permit for eight sewers 01/31/1977 C.J. Bonner Corporation Install one compressor/boiler, one heating/cooling coil, and one heating appliance 02/24/1977 C.J. Bonner Corporation Swimming pool permit 02/24/1977 C.J. Bonner Corporation Install one 4’ x 34’ wall sign 03/03/1977 DSI Income Fund Install window-type air conditioners 05/02/1977 C.J. Bonner Corporation Install one 13’ x 14’ pole sign 05/24/1977 C.J. Bonner Corporation Plumbing permit to install nine valves and one lawn sprinkler 11/11/1977 C.J. Bonner Corporation Construct new 2-story, 49,643 square foot motel 08/27/1990 Rick Bingham Tear off existing roof and reroof 12/02/1996 Not listed Remodel due to freeway widening 01/24/1997 Dahn Corporation Electric permit to remodel hotel 01/29/1997 Not listed Plumbing permit to remodel existing rooms 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 11 of 24 1441 South Manchester Avenue (continued) Date Owner/Occupant Purpose 03/07/1997 Penny Sleeper Inn Remodel hotel 03/24/1997 Not listed Plumbing permit to add to permit #45079 04/02/1997 Not listed Alter kitchen and remodel laundry/bathroom 04/22/1997 Not listed Relocate “Penny Sleeper Inn” wall sign 02/11/2004 Global Hotel Network Inc. Install one channel letter sign “Quality Inn & Suites” 06/20/2006 Chandulal Patel Application for variance from the established zone 10/08/2007 Global Hotel Network Inc. / Quality Inn & Suites Tear off existing roof at office building and install 14 squares of BUR to reroof 12/16/2009 Global Hotel Network Inc. Tenant improvement to convert 1,098 square feet of existing guest rooms to breakfast area 08/18/2010 Nara Investments LLC Demolish a section of the hotel to build a new spa 08/30/2010 Praful Patel Demolish a section of the hotel to build a new spa 03/03/2011 Mr. Patel Certificate of Compliance 03/08/2011 Nara Investments LLC Demolish a 4,973 square foot commercial building 04/19/2013 Nara Investments LLC Tenant improvement to install title 24 compliant ramps on the second floor landing  The remaining permits obtained and reviewed were for minor tenant improvements, sign permits, or other permits which are not significant and did not contain information about the historical site use or the potential for recognized environmental conditions. 4.3 CITY DIRECTORY REVIEW City directories have been published since the 1800’s and provide detailed occupant information for the property and its surrounding area at five-year intervals. The purpose of the City Directory research is to attempt to determine the businesses that historically occupied the subject property. Historical City Directories provided by EDR and reviewed by Andersen Environmental are listed below. 1441 South Manchester Avenue Date Listing 1980 Penny Sleeper Inn 1986, 1991 Penny Sleeper Inn 1995 Penny Sleeper Inn; Penny’s Gifts; Pennysaver Private Party Classified Advertising 2003 Infinity Gift Shop; Penny Sleeper Inn; Villager Lodge 2008 Global Hotel Network Inc.; Mickey’s Gift Shop; Penny Sleeper ; Quality Inn & Suites Anaheim Resort; Villager Lodge 2013 Quality Inn & Suites  The adjoining/immediately surrounding property to the west-northwest was listed on the regulatory database report and is further discussed in Section 5.2 below. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 12 of 24 4.4 SANBORN MAP REVIEW Originally compiled by the Sanborn Map Company of Pelham, New York for fire insurance companies to assess fire risks related to building materials and hazardous materials storage, today Sanborn Maps are an invaluable tool for Environmental Professionals in determining historical site use and the potential for environmental conditions. Sanborn Map Coverage is available from as early as 1867 in some cities. Although Sanborn maps were created for approximately twelve thousand cities and towns in the United States, Canada, and Mexico, Sanborn Map Coverage is not available in newer and more rural communities.  Sanborn Map Coverage was not available for the subject property. The remaining Historical Land Use data in our opinion is sufficient to accurately ascertain the historical site use. 4.5 HISTORICAL SUMMARY 4.5.1 SUBJECT PROPERTY According to Andersen Environmental’s interpretation of the historical research data, the subject property was developed for agricultural purposes from at least 1938 to sometime after 1963. By 1972, the subject property was vacant, graded land. In 1976, the subject property was improved with the existing six two- story commercial structures and single-story storage structure to the southwest. The structures were to be utilized as a hotel, including gift shop, hotel restaurant, swimming pool, and offices. Occupants of the subject property have included: Penny Sleeper Inn (1976-2003), Penny’s Gifts (1995), Pennysaver Private Party Classified Advertising (1995), Infinity Gift Shop (2003), Villager Lodge (2003-2008), Mickey’s Gift Shop (2008), and Quality Inn & Suites (2008-present).  The earliest historical resource obtained during this investigation was an aerial photograph from 1938 depicting the subject property developed for agricultural purposes. The lack of historical sources for the subject property dating back to first developed use represents historical data source failure. However, it is assumed that prior to 1938 the subject property would have been developed for agricultural purposes, if not undeveloped. Based on this notion, this limitation is not expected to significantly alter the findings of this investigation.  The subject property was historically used for agricultural purposes as an orchard from at least 1938 through 1963. There is a potential that agricultural chemicals, such as pesticides, herbicides and fertilizers, were used on-site. Agricultural chemicals tend to accumulate in the near surface soils. As the property has been redeveloped, which typically involves grading (soil mixing) of the first few feet of soil; it is likely the agricultural chemicals, if any were present, have been diluted to below regulated levels. Based on the foregoing and the existing use of the property for commercial purposes, it is our opinion that a risk to human health of the environment based on the historical agricultural use of the site is unlikely, and thus no further action related to the former agricultural use of the subject property is recommended at this time. 4.5.2 ADJOINING AND IMMEDIATELY SURROUNDING PROPERTIES  According to Andersen Environmental’s interpretation of the historical research data, the adjoining and immediately surrounding properties were developed for agricultural purposes from sometime before 1938 to sometime after 1963. The Santa Ana Freeway to the northeast developed around 1953. By 1972, adjoining and immediately surrounding properties were commercial to the northwest, west- northwest, and south, and vacant to the west-southwest and by 1990, they were all commercial. Occupants of the adjoining and immediately surrounding properties have included: Ramada Hotel, Marriott Hotel, Alcoholics Anonymous Central, Howard Johnson Hotel, Amcon Industries Inc., Walker & Lee General Offices, Hill Insurance, Josh White Associates, Homecrest Insurance Agency, Anaheim Entertainment Center, West Coast University, and Sybron Dental Specialties. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 13 of 24 4.5.3 SURROUNDING AREA  According to Andersen Environmental’s interpretation of the historical research data, the surrounding area was developed for agricultural purposes from sometime before 1938 to sometime after 1953. Limited residential areas began to develop by 1953 and by 1963, the surrounding areas were primarily residential and commercial. More commercial properties developed and replaced the remaining agricultural areas from 1972 onwards. 4.6 HISTORICAL DATA GAPS The earliest historical resource obtained during this investigation was an aerial photograph from 1938 which indicated agricultural development of the subject. The lack of historical data sources for the subject property dating back to first developed uses represents historical data source failure. However, it is assumed that prior to 1938, the subject property would have been developed for agricultural purposes, if not undeveloped. Based on this notion, this limitation is not expected to significantly alter the findings of this investigation. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 14 of 24 5.0 REGULATORY DATABASE REPORT A radial database search was conducted in accordance with the specifications defined in ASTM E 1527-13 which sets the radial search distances for each regulatory database. The radial database search was conducted by EDR on November 21, 2013. A copy of the database report is presented in Appendix II of this report. The following table summarizes required databases reviewed, the approximate search distances, and indicates if the subject site, adjoining/immediately surrounding properties or surrounding sites are listed on the respective database. Following the table are summaries of the information found in the relevant database listings and our opinion regarding the potential for the subject property to be impacted. Our opinion is based on the information found in the database listings, through other historical and regulatory resources, “Standard Guide for Vapor Encroachment Screening on Property Involved un Real Estate Transactions” (ASTM E2600-10), and assumed groundwater flow direction. As discussed in Section 2.3, groundwater in the vicinity of the subject property is assumed to flow to the southwest. 5.1 SUBJECT PROPERTY The subject property is not listed on any of the regulatory databases researched. 5.2 ADJOINING AND IMMEDIATELY SURROUNDING PROPERTIES Avis Rent-A-Car (1400 Harbor Boulevard) – The adjoining property to the west-northwest (hydrologically down/cross-gradient) is listed on the leaking underground storage tank (LUST) database. According to Geotracker, an unauthorized release of diesel fuel impacting soil was discovered at the site in October 1990 during the removal of one 7,500-gallon diesel fuel underground storage tank (UST), one 5,000-gallon gasoline UST, and one 550-gallon waste oil UST. According to our review, the former USTs and associated dispenser islands were located approximately 400 feet to the west of the subject property DATABASE Search Distance (Miles) Subject Site (Yes/No) Adjacent Site (Yes/No) Total Sites (#) Federal National Priorities List (NPL) 1.0 NO NO 0 Federal De-listed NPL 1.0 NO NO 0 Federal CERCLIS 0.5 NO NO 0 Federal CERCLIS NFRAP 0.5 NO NO 0 Federal RCRA CORRACTS 1.0 NO NO 0 Federal RCRA non-CORRACTS TSD 0.5 NO NO 0 Federal RCRA Generators 0.25 NO NO 3 Federal Institutional/Engineering Controls 0.5 NO NO 0 Federal ERNS Property NO NO 0 State/Tribal Equivalent NPL 1.0 NO NO 0 State/Tribal Equivalent CERCLIS 0.5 NO NO 4 State/Tribal Landfill 0.5 NO NO 0 State/Tribal Underground Storage Tank (UST) 0.25 NO NO 2 State/Tribal Leaking Underground Storage Tank (LUST/SLIC) 0.5 NO YES 24 State/Tribal Institutional/Engineering Controls 0.5 NO NO 0 State/Tribal Voluntary Clean-up Sites 0.5 NO NO 0 State/Tribal Brownfield Sites 0.5 NO NO 0 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 15 of 24 boundary. Soil samples collected from the southern ends of the western and eastern dispenser islands detected total petroleum hydrocarbons as gasoline (TPH-g) at concentrations of 4,050 and 260 mg/kg (ppm), respectively. Regulatory oversight was provided by the City of Anaheim – Public Utilities Department (APUD) and Santa Ana Regional Water Quality Control Board (SARWQCB). In August 1995, soil samples were collected from to depths of up to 15 feet below ground surface (bgs) to determine the vertical extent of the contamination. No hydrocarbons were detected in the samples, indicating a limited subsurface hydrocarbon impact. Remedial action included the excavation of 15 cubic yards of contaminated soil on December 18, 1995. The SARWQCB granted closure on March 13, 1996. Based on the closure granted by the SARWQCB, the distance of the release from the subject property (excess of 300 feet), remediation activities, and the media impacted (soil only) the release at this site is not expected to represent a significant environmental concern for the subject property. No other adjoining/immediately surrounding properties (within 100-feet) were listed on any of the regulatory databases researched or the listings were not associated with the storage or disposal of hazardous wastes including aboveground or underground storage tanks, did not indicate a known chemical release, and did not indicate a property use where the use of hazardous chemicals would be expected. 5.3 SURROUNDING AREA In our opinion, none of the other sites listed on the regulatory database report pose a significant threat to the subject property as there is no indication of a release at the respective sites, a release has occurred but groundwater has not been impacted, a release has occurred but the case is closed, or the sites are located cross or down gradient of the subject property and in excess of 1/10 mile from the subject property. 5.4 ORPHAN SITES Orphan sites are unmappable sites which appear in a list form in the Radius Map Report rather than on the standard Radius Map. Seven orphan sites were identified in the Radius Map Report prepared for this site. The sites were manually mapped to determine the location of the site relative to the subject property and groundwater gradient. The following conclusions were made: In our opinion, none of the orphan sites listed pose a significant threat to the subject property as there is no indication of a release at the respective sites, a release has occurred but groundwater has not been impacted, a release has occurred but the case is closed, or the sites are located cross or down gradient of the subject property and in excess of 1/10 mile from the subject property. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 16 of 24 6.0 AGENCY FILE REVIEWS 6.1 STATE AGENCIES The regional offices of the Santa Ana Regional Water Quality Control Board (SARWQCB), Department of Toxic Substances Control (DTSC) Cypress Regional Office, South Coast Air Quality Management District (SCAQMD), and Division of Oil, Gas, and Geothermal Resources (DOGGR) were contacted regarding permits and site investigation files for the subject property.  According to emailed responses to our requests, there are no files for the subject property. 6.2 CITY/COUNTY AGENCIES The Anaheim Fire Department, Anaheim Public Utilities, Orange County Health Care Agency (OCHCA), and Orange County Sanitation District (OCSD) were contacted regarding hazardous materials, underground storage tank, and industrial waste discharge records for the subject property.  According to responses to our requests, there are no files for the subject property. As of this writing, no response has been received from the OCSD. 6.3 AGENCY FILE REVIEW LIMITATIONS  At the time this report was issued, no response has been received from DTSC. Should relevant information be obtained from this agency subsequent to issuing this report, an addendum will be prepared and provided to the Client. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 17 of 24 7.0 NON-SCOPE ENVIRONMENTAL RISKS ASTM Standard E1527-13 identifies additional conditions which, should they exist at the subject property, may create a human health risk to the occupants of the site. These risks may also create additional costs to the property owner in the form of identification, operations & maintenance, and cleanup or remediation. 7.1 ASBESTOS CONTAINING BUILDING MATERIALS Asbestos is a group of naturally occurring minerals used in certain products, such as building materials and vehicle brakes, to resist heat and corrosion. Asbestos includes: chrysotile, amosite, crocidolite, tremolite asbestos, anthophyllite asbestos, actinolite asbestos, and any of these materials that have been chemically treated and/or altered. The inhalation of asbestos fibers by workers can cause serious diseases of the lungs and other organs that may not appear until years after the exposure has occurred. For instance, asbestosis can cause a buildup of scar-like tissue in the lungs and result in loss of lung function. Asbestos fibers associated with these health risks are too small to be seen with the naked eye, and smokers are at higher risk of developing some asbestos-related diseases. Asbestos-containing materials (ACM) do not always pose a hazard to occupants and workers in buildings that contain these materials. Intact, undisturbed ACMs generally do not pose a health risk. ACMs may become hazardous and pose an inhalation risk when they are damaged, disturbed in some manner, or deteriorate over time and asbestos fibers are released into building air. ACM can be found in a multitude of building products which include acoustical texture, fire-proofing, joint compound, attic and wall insulation, resilient flooring, mastic, recessed lighting fixtures, wiring, elevator brakes, fire doors, piping insulation, piping joints, duct insulation, duct tape, siding and roofing materials (tar/shingles), textured paint, stucco, concrete, and swimming pool plaster. Local jurisdictions have specific laws and regulations regarding asbestos and actions including building renovations and building demolition.  Based on the age of the onsite structures, there is a potential for asbestos containing building materials at the site, however, no testing was completed as part of this report. Potential ACMs include carpeting, and insulating materials. However, all current building materials appear to be new and in good condition. 7.2 LEAD-BASED PAINT Although lead-based paint has been taken off the market, it is approximated that 80 percent of buildings built prior to 1978 contain lead paint. Even at low levels, lead poisoning can cause IQ deficiencies, reading and learning disabilities, impaired hearing, reduced attention spans, hyperactivity and other behavior problems with children under 6 years old being most at risk. Lead is a highly toxic metal that was used for many years in products found in and around our homes and commercial buildings. Lead can be found in dust from moving parts of windows and doors that are painted with lead-based paint, wood trim, walls, cabinets in kitchens and bathrooms, porches, stairs, railings, fire escapes, lamp posts, and soil. Since the 1980's, lead has been phased out in gasoline, reduced in drinking water, reduced in industrial air pollution, and banned or has been limited in use in consumer products. Between the Environmental Protection Agency (EPA), Department of Housing and Urban Development (HUD), Occupational Safety & Health Administration (OSHA), California Department of Public Health 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 18 of 24 (CDPH), each state has various action limits have been placed with the overall objective being an attempt to prevent human exposure and contamination of the surrounding environment.  Based on the age of the onsite structures, there is a potential for lead based paint at the site. However, all the current building materials appear to be in good condition. 7.3 RADON Radon is a radioactive gas that has been found in structures all over the United States. Radon is produced from the natural breakdown of uranium in soil, rock, and water. Radon typically moves up through the ground to the air above and into structures through cracks and other holes in the foundation. Movement of radon through the earth is strongly influenced by moisture content and permeability of soil, porosity, and degree of fracturing in rocks, as well as surface meteorological conditions. High levels of radon have been discovered in every state. Radon cannot be seen, smelled, or tasted. Breathing air-containing radon may increase the risk of getting lung cancer. The Surgeon General of the United States has warned that radon is the second leading cause of lung cancer in the United States today. Testing for the presence of radon is fairly inexpensive, simple and the only way to be certain of the on-site concentration. Various types of sampling methods exist to determine the concentration. On-site radon sampling was not performed during the completion of this assessment.  Based on our research at the United States Environmental Protection Agency (USEPA), the average radon concentrations for Orange County are less than 2.0 pCi/L, below the 4.0 pCi/L action level set by the USEPA. However, site specific radon levels vary greatly within the EPA radon zones and on-site radon measurements would need to be collected in order to determine the subject property radon levels. 7.4 WETLANDS According to the Clean Water Act, a wetland is “those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions.” Wetland areas have been identified as ecologically diverse and sensitive areas and are generally subject to more stringent development, re-development, and building regulations.  The U.S. Fish and Wildlife Service National Wetlands Inventory was reviewed to determine if the subject property is situated within an identified wetland. According to the USFWS, the subject property is not located within a wetland area. 7.5 MOLD Mold and mildew are simple, microscopic organisms that can grow virtually anywhere if they have adequate moisture, nutrients and appropriate temperatures. Depending on the particular mold or fungus (mildew), growing colonies can be almost any color from white to black. Most household molds and fungi (mildews) are black, grey, or charcoal colored. Spores of dozens of kinds of mold and fungus (mildew) are present at all times in indoor and outdoor air. These spores can settle, germinate and grow wherever good growth conditions are found. They can grow on soil, plants, dead plant materials, foods, fabrics, paper, wood and many other materials. Most molds are not harmful. In fact, molds have important roles in the environment and in living systems. In soil molds play a crucial part in decomposition of organic matter and in making nutrients available to plants. Molds and fungi (mildews) however, can be very destructive to materials on which they grow, and are 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 19 of 24 usually unwelcome and unhelpful in homes. They cause staining, decomposition (rotting of materials) and objectionable, musty odors. Where colonies are extensive they can also produce enough spores, and by- products to be harmful to health. Many of the by-products of mold and fungus (mildew) are irritating to skin, eyes and respiratory tracts. Some molds produce true allergic sensitization and allergic reactions in susceptible people. Some molds produce toxic by-products that could be harmful to skin, and poisonous if ingested or inhaled in quantity. Persons with compromised immune systems may even experience systemic fungal infections of the respiratory tract. Andersen Environmental observed a limited amount of interior areas of the subject buildings in order to identify the significant, visible presence of mold. This activity was not intended to discover all areas which may be affected by mold growth at the subject property. Potential areas of mold not observed as part of this limited assessment, include but are not limited to, possibly in pipe chases, HVAC systems and behind enclosed walls and ceilings, may be present on the subject property. A complete mold assessment, which may include various types of sampling, would be required to determine if mold levels within the subject buildings are at levels acceptable by industry standards.  Andersen Environmental did not observe visible or olfactory indications of the presence of mold, nor did Andersen Environmental observe obvious indications of significant water damage. No sampling was conducted as part of this assessment. 7.6 METHANE GAS In response to growing concern regarding methane intrusion into buildings and to the potential for methane build-up underneath buildings, certain municipalities have established methane requirements for structures based on the proximity to oil wells and landfills. If a subject property is located in the proximity of active or abandoned oil wells or landfills, methane mitigation devices installed prior to construction activities at a subject property may be necessary.  Based on our research, the property is not known to be located in proximity (1,000 feet) to any active or abandoned oil wells or landfills. Therefore the potential for methane at the subject property is considered low. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 20 of 24 8.0 FINDINGS Andersen Environmental has performed a Phase I Environmental Site Assessment (Phase I) for California United Bank (Client) for a commercial property located at 1441 South Manchester Avenue, in Orange County and the City of Anaheim, California, Assessor’s Parcel Number: 082-170-35. The research conducted for this study and the report prepared are in conformance with the United States Environmental Protection Agency (USEPA) All Appropriate Inquiry (AAI) standard and the American Society for Testing and Materials (ASTM) E 1527-13 scope of work. Site Description According to our research and information provided by the Client, the following address has been found to be associated with the subject property: 1441 South Manchester Avenue, Anaheim, California. The subject property is located on the southwest side of South Manchester Avenue, approximately 590 feet east of Harbor Boulevard, in the City of Anaheim. The subject property is approximately 2.73 acres in size and is occupied by six two-story structures and a single-story structure which are approximately 52,000 square feet in total size. The structures form the Quality Inn & Suites hotel. The remaining portions of the property consist of asphalt paved parking areas to the north and west, and concrete walkways and seating areas and a swimming pool in the central portions. The surrounding area is mostly used for commercial purposes. Groundwater is estimated to be approximately 100-feet below ground surface in the area of the site. No significant hazardous material storage or recognized environmental conditions were observed at the site. Those interviewed, as persons familiar with the site were not aware of any negative environmental conditions associated with the property. Historical Land Use According to Andersen Environmental’s interpretation of the historical research data, the subject property was developed for agricultural purposes from at least 1938 to sometime after 1963. By 1972, the subject property was vacant, graded land. In 1976, the subject property was improved with the existing six two- story commercial structures and single-story storage structure to the southwest. The structures were to be utilized as a hotel, including gift shop, hotel restaurant, swimming pool, and offices. Occupants of the subject property have included: Penny Sleeper Inn (1976-2003), Penny’s Gifts (1995), Pennysaver Private Party Classified Advertising (1995), Infinity Gift Shop (2003), Villager Lodge (2003-2008), Mickey’s Gift Shop (2008), and Quality Inn & Suites (2008-present).  The earliest historical resource obtained during this investigation was an aerial photograph from 1938 depicting the subject property developed for agricultural purposes. The lack of historical sources for the subject property dating back to first developed use represents historical data source failure. However, it is assumed that prior to 1938 the subject property would have been developed for agricultural purposes, if not undeveloped. Based on this notion, this limitation is not expected to significantly alter the findings of this investigation.  The subject property was historically used for agricultural purposes as an orchard from at least 1938 through 1963. There is a potential that agricultural chemicals, such as pesticides, herbicides and fertilizers, were used on-site. Agricultural chemicals tend to accumulate in the near surface soils. As the property has been redeveloped, which typically involves grading (soil mixing) of the first few feet of soil; it is likely the agricultural chemicals, if any were present, have been diluted to below regulated levels. Based on the foregoing and the existing use of the property for commercial purposes, it is our opinion that a risk to human health of the environment based on the historical agricultural use of the site 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 21 of 24 is unlikely, and thus no further action related to the former agricultural use of the subject property is recommended at this time. Environmental Data Search  The subject property is not listed on any of the regulatory databases researched.  In our opinion, none of the other sites listed on the regulatory database report pose a significant threat to the subject property as there is no indication of a release at the respective sites, a release has occurred but groundwater has not been impacted, a release has occurred but the case is closed, or the sites are located cross or down gradient of the subject property and in excess of 1/10 mile from the subject property.  The Anaheim Fire Department, Anaheim Public Utilities, Orange County Health Care Agency (OCHCA), Santa Ana Regional Water Quality Control Board (SARWQCB), South Coast Air Quality Management District (SCAQMD), Department of Toxic Substances Control (DTSC) Cypress Regional Office, and Division of Oil, Gas, and Geothermal Resources (DOGGR) were contacted regarding hazardous materials, underground storage tank, industrial wastewater, and air emissions equipment files for the subject property. According to responses to our requests, there are no files for the subject property.  The Orange County Sanitation District (OCSD) was contacted regarding storm water and wastewater permits. As of this writing, no response has been received from OCSD.  An environmental lien search was not requested by the user; however, based on our review of the Department of Toxic Substances Control (DTSC) EnviroStor Database, no environmental liens enforced by the DTSC were identified. Additional Issues  Based on the age of the onsite structures, there is a potential for lead based paint and asbestos containing building materials to be present at the site, however, no testing was completed as part of this report. An asbestos survey and lead based paint survey is recommended should the onsite structures be demolished or significantly renovated.  According to our research, radon potential at the subject property is considered low.  Andersen Environmental did not observe visible or olfactory indications of the presence of mold, nor did Andersen Environmental observe obvious indications of significant water damage.  Based on our research, the property is not known to be located in proximity (1,000 feet) to any active or abandoned oil wells or landfills. Therefore the potential for methane risk at the subject property is considered low. CONCLUSIONS Andersen Environmental has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice 1527-13, at 1441 South Manchester Avenue, Anaheim, California, the subject property. Any exceptions to or deletions from this practice are described in the individual sections of this report. This assessment has revealed no evidence of recognized environmental conditions in connection with the subject property. Recognized Environmental Conditions (REC) In our opinion, no RECs were revealed during the course of our assessment. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 22 of 24 Historic Recognized Environmental Condition (HREC) In our opinion, no HRECs were revealed during the course of our assessment. Controlled Recognized Environmental Condition (CREC) In our opinion, no CRECs were revealed during the course of our assessment. RECOMMENDATIONS Based on the forgoing, no additional investigation is recommended at this time. 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 23 of 24 SIGNATURES I have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. I have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. Prepared by: Date: December 12, 2013 Elizabeth Zhao Senior Environmental Specialist I declare that, to the best of my professional knowledge and belief, I meet the definition of Environmental Professional as defined in § 312.10 of 40 CFR 312. I have the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. I have developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. Reviewed By: Date: December 12, 2013 Nicole J. Rivera Senior Project Manager 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Page 24 of 24 REFERENCES ASTM, 2013. Subcommittee E50.2 Commercial Real Estate Transactions, “Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process”, Designation E1527-13, West Conshohocken, PA 35pp. ASTM, 2010. Subcommittee E50.2 on Real Estate Assessment and Management, “Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions”, Designation E2600-10, West Conshohocken, PA 33pp. Environmental Data Resources, Inc., 2013. The EDR – Radius Map with GeoCheck®, Inquiry No. 3792623.2s, Milford CT, 201 pp. Environmental Data Resources, Inc., 2013. The EDR – City Directory Abstract, Inquiry No. 3792623.6, Milford CT, 29 pp. Environmental Data Resources, Inc., 2013. Sanborn® Map Report, Inquiry No. 3792623.3, Milford CT 2 pp. Environmental Data Resources, Inc., 2013. The EDR – Aerial Photography Print Service, Inquiry No. 3792623.5 Milford CT, 15 pp. Environmental Data Resources, Inc. 2013. The EDR –Historical Topographic Map Report (USGS Anaheim, CA 7.5 minute), Inquiry No. 3792623.4, Milford CT, 11 pp. California Department of Conservation, Division of Mines and Geology - http://gmw.consrv.ca.gov California Department of Conservation, California Geologic Survey - http://www.consrv.ca.gov/CGS California Department of Water Resources, Individual Basin Descriptions - http://www.groundwater.water.ca.gov/bulletin118 Google Earth - http://earth.google.com/ RealQuest- http://www.realquest.com/jsp/rq.jsp?action=switch&page=main GeoTracker - http://geotracker.waterboards.ca.gov/ 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 APPENDIX I ILLUSTRATIONS 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Figure 1: TOPOGRAPHIC MAP Source: USGS Anaheim, CA 7.5 minute Quadrangle Map SITE 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Figure 2: Site Location Map Source: Google © 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Figure 4: SITE PHOTOGRAPHS Photo 2: Northeast adjacent property (Santa Ana Freeway, no associated address) Photo 1: Subject property (Quality Inn & Suites, 1441 South Manchester Avenue) 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Figure 4: SITE PHOTOGRAPHS Photo 4: West-northwest adjacent property (Howard Johnson Hotel parking lot and Mimi’s Cafe, 1400 South Harbor Boulevard) Photo 3: Northwest adjacent property (Howard Johnson Hotel, 1380 South Harbor Boulevard) 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Figure 4: SITE PHOTOGRAPHS Photo 6: South adjacent property (West Coast University, 1477 South Manchester Avenue) Photo 5: West-southwest adjacent property (Marriott Fairfield Inn, 1460 South Harbor Boulevard) 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Figure 4: SITE PHOTOGRAPHS Photo 8: Trash enclosure to the west of the subject property Photo 7: Tour pick up overhang structure to the northeast of the subject property 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Figure 4: SITE PHOTOGRAPHS Photo 10: Pool to the east of the subject property Photo 9: Contents of the trash enclosure 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Figure 4: SITE PHOTOGRAPHS Photo 12: Pool cleaning chemicals in an enclosed area near the pool Photo 11: One of two hot water boilers in an enclosed area near the pool 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Figure 4: SITE PHOTOGRAPHS Photo 14: Patio in the central portion of the subject property Photo 13: Sealed bags of Morton water softener crystals in a locked enclosure to the southwest of the subject property 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Figure 4: SITE PHOTOGRAPHS Photo 16: Floor drain of the maintenance laundry room Photo 15: Washers in the maintenance laundry room in the central portion of the subject property 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Figure 4: SITE PHOTOGRAPHS Photo 18: Guest room with a single queen bed Photo 17: Kitchen of the breakfast room 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Figure 4: SITE PHOTOGRAPHS Photo 20: Interior of the maintenance structure at the southwest corner of the sub- ject property Photo 19: Guest room with two queen beds 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Figure 4: SITE PHOTOGRAPHS Photo 22: Paint cans and cleaning supplies in the maintenance structure Photo 21: Propane tanks in the maintenance structure 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 Figure 4: SITE PHOTOGRAPHS Photo 24: Interior of the storage bin at the southwest corner of the subject property Photo 23: Sealed boxes of chlorinating liquid in the maintenance structure 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 APPENDIX II RADIUS MAP REPORT FORM-STD-KXG ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 440 Wheelers Farms Road Milford, CT 06461 Toll Free: 800.352.0050 www.edrnet.com 1441 South Manchester Avenue 1441 South Manchester Avenue Anaheim, CA 92802 Inquiry Number: 3792623.2s November 21, 2013 SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 8 Orphan Summary 118 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting SSURGO Soil Map A-6 Physical Setting Source Map A-10 Physical Setting Source Map Findings A-12 Physical Setting Source Records Searched A-28 TC3792623.2s Page 1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2013 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. TABLE OF CONTENTS EXECUTIVE SUMMARY TC3792623.2s EXECUTIVE SUMMARY 1 A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-05) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 1441 SOUTH MANCHESTER AVENUE ANAHEIM, CA 92802 COORDINATES 33.8117000 - 33˚ 48’ 42.12’’Latitude (North): 117.9127000 - 117˚ 54’ 45.72’’Longitude (West): Zone 11Universal Tranverse Mercator: 415525.3UTM X (Meters): 3741458.5UTM Y (Meters): 143 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 33117-G8 ANAHEIM, CATarget Property Map: 1981Most Recent Revision: AERIAL PHOTOGRAPHY IN THIS REPORT 2012Photo Year: USDASource: TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL National Priority List EXECUTIVE SUMMARY TC3792623.2s EXECUTIVE SUMMARY 2 Proposed NPL Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Federal Delisted NPL site list Delisted NPL National Priority List Deletions Federal CERCLIS list CERCLIS Comprehensive Environmental Response, Compensation, and Liability Information System FEDERAL FACILITY Federal Facility Site Information listing Federal CERCLIS NFRAP site List CERC-NFRAP CERCLIS No Further Remedial Action Planned Federal RCRA CORRACTS facilities list CORRACTS Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF RCRA - Treatment, Storage and Disposal Federal RCRA generators list RCRA-CESQG RCRA - Conditionally Exempt Small Quantity Generator Federal institutional controls / engineering controls registries US ENG CONTROLS Engineering Controls Sites List US INST CONTROL Sites with Institutional Controls LUCIS Land Use Control Information System Federal ERNS list ERNS Emergency Response Notification System State- and tribal - equivalent NPL RESPONSE State Response Sites State and tribal landfill and/or solid waste disposal site lists SWF/LF Solid Waste Information System State and tribal leaking storage tank lists INDIAN LUST Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists AST Aboveground Petroleum Storage Tank Facilities INDIAN UST Underground Storage Tanks on Indian Land FEMA UST Underground Storage Tank Listing EXECUTIVE SUMMARY TC3792623.2s EXECUTIVE SUMMARY 3 State and tribal voluntary cleanup sites INDIAN VCP Voluntary Cleanup Priority Listing VCP Voluntary Cleanup Program Properties ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations ODI Open Dump Inventory WMUDS/SWAT Waste Management Unit Database HAULERS Registered Waste Tire Haulers Listing INDIAN ODI Report on the Status of Open Dumps on Indian Lands Local Lists of Hazardous waste / Contaminated Sites US CDL Clandestine Drug Labs HIST Cal-Sites Historical Calsites Database SCH School Property Evaluation Program Toxic Pits Toxic Pits Cleanup Act Sites CDL Clandestine Drug Labs US HIST CDL National Clandestine Laboratory Register Local Land Records LIENS 2 CERCLA Lien Information LIENS Environmental Liens Listing DEED Deed Restriction Listing Records of Emergency Release Reports HMIRS Hazardous Materials Information Reporting System CHMIRS California Hazardous Material Incident Report System LDS Land Disposal Sites Listing MCS Military Cleanup Sites Listing Orange Co. Industrial Site List of Industrial Site Cleanups SPILLS 90 SPILLS 90 data from FirstSearch Other Ascertainable Records DOT OPS Incident and Accident Data DOD Department of Defense Sites FUDS Formerly Used Defense Sites CONSENT Superfund (CERCLA) Consent Decrees ROD Records Of Decision UMTRA Uranium Mill Tailings Sites US MINES Mines Master Index File TRIS Toxic Chemical Release Inventory System EXECUTIVE SUMMARY TC3792623.2s EXECUTIVE SUMMARY 4 TSCA Toxic Substances Control Act FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing SSTS Section 7 Tracking Systems ICIS Integrated Compliance Information System PADS PCB Activity Database System MLTS Material Licensing Tracking System RADINFO Radiation Information Database FINDS Facility Index System/Facility Registry System RAATS RCRA Administrative Action Tracking System RMP Risk Management Plans CA BOND EXP. PLAN Bond Expenditure Plan NPDES NPDES Permits Listing UIC UIC Listing Cortese "Cortese" Hazardous Waste & Substances Sites List CUPA Listings CUPA Resources List DRYCLEANERS Cleaner Facilities WIP Well Investigation Program Case List ENF Enforcement Action Listing HAZNET Facility and Manifest Data EMI Emissions Inventory Data INDIAN RESERV Indian Reservations SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing MWMP Medical Waste Management Program Listing COAL ASH DOE Steam-Electric Plant Operation Data COAL ASH EPA Coal Combustion Residues Surface Impoundments List HWT Registered Hazardous Waste Transporter Database HWP EnviroStor Permitted Facilities Listing Financial Assurance Financial Assurance Information Listing PROC Certified Processors Database PCB TRANSFORMER PCB Transformer Registration Database US FIN ASSUR Financial Assurance Information EPA WATCH LIST EPA WATCH LIST US AIRS Aerometric Information Retrieval System Facility Subsystem WDS Waste Discharge System PRP Potentially Responsible Parties 2020 COR ACTION 2020 Corrective Action Program List LEAD SMELTERS Lead Smelter Sites EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR US Hist Auto Stat EDR Exclusive Historic Gas Stations EDR US Hist Cleaners EDR Exclusive Historic Dry Cleaners SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. EXECUTIVE SUMMARY TC3792623.2s EXECUTIVE SUMMARY 5 STANDARD ENVIRONMENTAL RECORDS Federal RCRA generators list RCRA-LQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. A review of the RCRA-LQG list, as provided by EDR, and dated 07/11/2013 has revealed that there is 1 RCRA-LQG site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ DISNEYLAND RESORT 1313 SOUTH HARBOR BOULEW 1/8 - 1/4 (0.130 mi.) B9 34 RCRA-SQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. A review of the RCRA-SQG list, as provided by EDR, and dated 07/11/2013 has revealed that there are 2 RCRA-SQG sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ METREX RESEARCH LABORATORY 1515 MANCHESTER AVE SE 1/8 - 1/4 (0.144 mi.) C13 59 SHARPSHOOTER SPECTRUM IMAGING 1313 S HARBOR BLVD TRAI NW 1/8 - 1/4 (0.236 mi.) 15 64 State- and tribal - equivalent CERCLIS ENVIROSTOR: The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. A review of the ENVIROSTOR list, as provided by EDR, and dated 09/05/2013 has revealed that there are 4 ENVIROSTOR sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ REVERE SCHOOL EXPANSION 126/132/138/144/150/WES ENE 1/4 - 1/2 (0.279 mi.) D17 66 Status: No Further Action 1400 126/132/138/144/150 WES ENE 1/4 - 1/2 (0.279 mi.) D18 69 Status: No Further Action EXECUTIVE SUMMARY TC3792623.2s EXECUTIVE SUMMARY 6 PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ SILGAN PLASTICS CORPORATION 611 EAST CERRITOS AVENU E 1/2 - 1 (0.605 mi.) 37 116 Status: Refer: 1248 Local Agency PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SPECTRUM PHOTOGRAPHIC & IMAGIN 1313 S. HARBOR BOULEVAR W 1/8 - 1/4 (0.130 mi.) B4 12 Status: Inactive - Needs Evaluation State and tribal leaking storage tank lists LUST: The Leaking Underground Storage Tank Incident Reports contain an inventory of reported leaking underground storage tank incidents. The data come from the State Water Resources Control Board Leaking Underground Storage Tank Information System. A review of the LUST list, as provided by EDR, and dated 09/16/2013 has revealed that there are 23 LUST sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ANIK STOP 1460 ANAHEIM E 1/4 - 1/2 (0.333 mi.) F23 75 ADVANCED AUTOMOTIVE 1460 S ANAHEIM BLVD E 1/4 - 1/2 (0.333 mi.) F24 77 Status: Completed - Case Closed WONDRIES TOYOTA OF ANAHEIM 1601 S ANAHEIM BLVD ESE 1/4 - 1/2 (0.334 mi.) G25 79 ANAHEIM TOYOTA 1601 S ANAHEIM BLVD ESE 1/4 - 1/2 (0.334 mi.) G26 81 Status: Completed - Case Closed G & M OIL #8 (AKA HOYER CHEVRO 1200 S HARBOR BLVD NNW 1/4 - 1/2 (0.377 mi.) H27 84 Status: Completed - Case Closed G & M OIL #8 (AKA HOYER CHEVRO 1200 HARBOR BLVD NNW 1/4 - 1/2 (0.377 mi.) H28 85 HARDIN OLDSMOBILE & HONDA, INC 1300 S ANAHEIM BLVD NE 1/4 - 1/2 (0.396 mi.) 29 86 Status: Completed - Case Closed HARBOR AUTO CARE FACILITY 519 BALL RD NNW 1/4 - 1/2 (0.401 mi.) H30 99 DAH’S SERVICE CENTER 519 W BALL RD NNW 1/4 - 1/2 (0.401 mi.) H31 100 Status: Completed - Case Closed SHELL OIL PRODUCTS US 601 BALL RD. W. NNW 1/4 - 1/2 (0.412 mi.) H32 102 Status: Completed - Case Closed JOHN PIERRE APPAREL 251 PALAIS ENE 1/4 - 1/2 (0.419 mi.) 33 105 Status: Completed - Case Closed BASSAM SHABAZ 107 W BALL RD NNE 1/4 - 1/2 (0.471 mi.) I34 108 Status: Completed - Case Closed 7 - ELEVEN STORE 107 NNE 1/4 - 1/2 (0.473 mi.) I35 111 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ AVIS RENT - A - CAR SYSTE 1400 HARBOR WNW 0 - 1/8 (0.117 mi.) A1 8 AVIS RENT A CAR 1400 S HARBOR BLVD WNW 0 - 1/8 (0.117 mi.) A2 9 Status: Completed - Case Closed DISNEYLAND-AUTOPIA 1313 HARBOR BLVD W 1/8 - 1/4 (0.130 mi.) B5 13 DISNEYLAND 1313 S HARBOR BLVD W 1/8 - 1/4 (0.130 mi.) B6 14 Status: Completed - Case Closed EXECUTIVE SUMMARY TC3792623.2s EXECUTIVE SUMMARY 7 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ DISNEYLAND 1313 S HARBOR BLVD W 1/8 - 1/4 (0.130 mi.) B7 23 DISNEYLAND RESORT 1313 SOUTH HARBOR BOULEW 1/8 - 1/4 (0.130 mi.) B9 34 Status: Completed - Case Closed DISNEYLAND TOMORROWLAND RR ST. 1313 HARBOR BLVD W 1/8 - 1/4 (0.130 mi.) B10 54 DISNEYLAND - ROUNDHOUSE 1313 W HARBOR BLVD. WNW 1/8 - 1/4 (0.130 mi.) A12 57 Status: Completed - Case Closed ANAHEIM FIRE STATION #3, FRMER 1680 S CLEMENTINE ST SSE 1/4 - 1/2 (0.309 mi.) E19 72 Status: Completed - Case Closed ANAHEIM FIRE STATION #3, FRMER 1680 CLEMENTINE ST SSE 1/4 - 1/2 (0.309 mi.) E20 73 SLIC: SLIC Region comes from the California Regional Water Quality Control Board. A review of the SLIC list, as provided by EDR, and dated 09/16/2013 has revealed that there is 1 SLIC site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ DISNEYLAND RESORT 1313 SOUTH HARBOR BOULEW 1/8 - 1/4 (0.130 mi.) B9 34 Facility Status: Completed - Case Closed State and tribal registered storage tank lists UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the State Water Resources Control Board’s Hazardous Substance Storage Container Database. A review of the UST list, as provided by EDR, and dated 09/16/2013 has revealed that there are 2 UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ AVIS RENT A CAR 1400 S HARBOR BLVD WNW 0 - 1/8 (0.117 mi.) A2 9 DISNEYLAND 1313 S HARBOR BLVD W 1/8 - 1/4 (0.130 mi.) B7 23 ADDITIONAL ENVIRONMENTAL RECORDS Local Lists of Landfill / Solid Waste Disposal Sites SWRCY: A listing of recycling facilities in California. A review of the SWRCY list, as provided by EDR, and dated 09/16/2013 has revealed that there are 2 SWRCY sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ SANCHEZ RECYCLING INC 1459 S ANAHEIM BLVD E 1/4 - 1/2 (0.320 mi.) F21 74 B J RECYCLING 1440 S ANAHEIM BLVD STE E 1/4 - 1/2 (0.330 mi.) F22 75 EXECUTIVE SUMMARY TC3792623.2s EXECUTIVE SUMMARY 8 Local Lists of Registered Storage Tanks CA FID UST: The Facility Inventory Database contains active and inactive underground storage tank locations. The source is the State Water Resource Control Board. A review of the CA FID UST list, as provided by EDR, and dated 10/31/1994 has revealed that there are 4 CA FID UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ METREX RESEARCH LABORATORY 1515 MANCHESTER AVE SE 1/8 - 1/4 (0.144 mi.) C13 59 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ AVIS RENT A CAR 1400 S HARBOR BLVD WNW 0 - 1/8 (0.117 mi.) A3 12 DISNEYLAND RESORT 1313 SOUTH HARBOR BOULEW 1/8 - 1/4 (0.130 mi.) B9 34 ANAHEIM FIRE STATION # 3 1580 S CLEMENTINE SE 1/8 - 1/4 (0.248 mi.) 16 65 HIST UST: Historical UST Registered Database. A review of the HIST UST list, as provided by EDR, and dated 10/15/1990 has revealed that there are 4 HIST UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ METREX RESEARCH LABORATORY 1515 MANCHESTER AVE SE 1/8 - 1/4 (0.144 mi.) C13 59 FIRE STATION #3 1563 S MANCHESTER AVE SE 1/8 - 1/4 (0.192 mi.) C14 64 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ AVIS RENT A CAR 1400 S HARBOR BLVD WNW 0 - 1/8 (0.117 mi.) A2 9 SERVICE STATION DISNEYLAND 1313 S HARBOR BLVD W 1/8 - 1/4 (0.130 mi.) B11 55 SWEEPS UST: Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990’s. The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list. A review of the SWEEPS UST list, as provided by EDR, and dated 06/01/1994 has revealed that there are 4 SWEEPS UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ METREX RESEARCH LABORATORY 1515 MANCHESTER AVE SE 1/8 - 1/4 (0.144 mi.) C13 59 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ AVIS RENT A CAR 1400 S HARBOR BLVD WNW 0 - 1/8 (0.117 mi.) A2 9 DISNEYLAND 1313 S HARBOR BLVD W 1/8 - 1/4 (0.130 mi.) B7 23 ANAHEIM FIRE STATION # 3 1580 S CLEMENTINE SE 1/8 - 1/4 (0.248 mi.) 16 65 EXECUTIVE SUMMARY TC3792623.2s EXECUTIVE SUMMARY 9 Other Ascertainable Records RCRA NonGen / NLR: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 07/11/2013 has revealed that there is 1 RCRA NonGen / NLR site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SPECTRUM PHOTOGRAPHIC AND IMAG 1313 S HARBOR BLVD W 1/8 - 1/4 (0.130 mi.) B8 33 HIST CORTESE: The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWF/LS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency. A review of the HIST CORTESE list, as provided by EDR, and dated 04/01/2001 has revealed that there are 7 HIST CORTESE sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ANIK STOP 1460 ANAHEIM E 1/4 - 1/2 (0.333 mi.) F23 75 WONDRIES TOYOTA OF ANAHEIM 1601 S ANAHEIM BLVD ESE 1/4 - 1/2 (0.334 mi.) G25 79 HARDIN OLDSMOBILE & HONDA, INC 1300 S ANAHEIM BLVD NE 1/4 - 1/2 (0.396 mi.) 29 86 JOHN PIERRE APPAREL 251 PALAIS ENE 1/4 - 1/2 (0.419 mi.) 33 105 7 - ELEVEN STORE 107 NNE 1/4 - 1/2 (0.473 mi.) I35 111 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ AVIS RENT - A - CAR SYSTE 1400 HARBOR WNW 0 - 1/8 (0.117 mi.) A1 8 DISNEYLAND RESORT 1313 SOUTH HARBOR BOULEW 1/8 - 1/4 (0.130 mi.) B9 34 Notify 65: Listings of all Proposition 65 incidents reported to counties by the State Water Resources Control Board and the Regional Water Quality Control Board. This database is no longer updated by the reporting agency. A review of the Notify 65 list, as provided by EDR, and dated 10/21/1993 has revealed that there are 2 Notify 65 sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ Not reported 1800 SOUTH HARBOR SSW 1/2 - 1 (0.543 mi.) 36 113 #72 1037 WEST BALL NW 1/2 - 1 (0.665 mi.) 38 117 EXECUTIVE SUMMARY TC3792623.2s EXECUTIVE SUMMARY 10 Due to poor or inadequate address information, the following sites were not mapped. Count: 7 records. Site Name Database(s)____________ ____________ OWL ROCK PRODUCTS HIST CORTESE MANCHESTER AFFORDABLE HOUSING NPDES PLACENTIA STREET SWEEPER TRANSFERS SWF/LF ANAHEIM AUTO AFFAIR LUST CREEK PARK SHELL RCRA-SQG, FINDS 590 E ORANGE THROPE AVENUE HMIRS 622 VELARE AVENUE US CDL EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 0 0 230 kv 0 0 0 0 0 0 0 0 0 0 0 0 1 6 0 160 160 1 6 0 1 6 0 1 6 0 160 1 60 1 6 0 1 6 0 1 2 0 120 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 1 6 0 1 6 0 16 0 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list 0 NR 0 0 0 0 1.000NPL 0 NR 0 0 0 0 1.000Proposed NPL 0 NR NR NR NR NR TPNPL LIENS Federal Delisted NPL site list 0 NR 0 0 0 0 1.000Delisted NPL Federal CERCLIS list 0 NR NR 0 0 0 0.500CERCLIS 0 NR NR 0 0 0 0.500FEDERAL FACILITY Federal CERCLIS NFRAP site List 0 NR NR 0 0 0 0.500CERC-NFRAP Federal RCRA CORRACTS facilities list 0 NR 0 0 0 0 1.000CORRACTS Federal RCRA non-CORRACTS TSD facilities list 0 NR NR 0 0 0 0.500RCRA-TSDF Federal RCRA generators list 1 NR NR NR 1 0 0.250RCRA-LQG 2 NR NR NR 2 0 0.250RCRA-SQG 0 NR NR NR 0 0 0.250RCRA-CESQG Federal institutional controls / engineering controls registries 0 NR NR 0 0 0 0.500US ENG CONTROLS 0 NR NR 0 0 0 0.500US INST CONTROL 0 NR NR 0 0 0 0.500LUCIS Federal ERNS list 0 NR NR NR NR NR TPERNS State- and tribal - equivalent NPL 0 NR 0 0 0 0 1.000RESPONSE State- and tribal - equivalent CERCLIS 4 NR 1 2 1 0 1.000ENVIROSTOR State and tribal landfill and/or solid waste disposal site lists 0 NR NR 0 0 0 0.500SWF/LF State and tribal leaking storage tank lists 23 NR NR 15 6 2 0.500LUST TC3792623.2s Page 4 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 1 NR NR 0 1 0 0.500SLIC 0 NR NR 0 0 0 0.500INDIAN LUST State and tribal registered storage tank lists 2 NR NR NR 1 1 0.250UST 0 NR NR NR 0 0 0.250AST 0 NR NR NR 0 0 0.250INDIAN UST 0 NR NR NR 0 0 0.250FEMA UST State and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500INDIAN VCP 0 NR NR 0 0 0 0.500VCP ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 NR NR 0 0 0 0.500US BROWNFIELDS Local Lists of Landfill / Solid Waste Disposal Sites 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500ODI 0 NR NR 0 0 0 0.500WMUDS/SWAT 2 NR NR 2 0 0 0.500SWRCY 0 NR NR NR NR NR TPHAULERS 0 NR NR 0 0 0 0.500INDIAN ODI Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR NR TPUS CDL 0 NR 0 0 0 0 1.000HIST Cal-Sites 0 NR NR NR 0 0 0.250SCH 0 NR 0 0 0 0 1.000Toxic Pits 0 NR NR NR NR NR TPCDL 0 NR NR NR NR NR TPUS HIST CDL Local Lists of Registered Storage Tanks 4 NR NR NR 3 1 0.250CA FID UST 4 NR NR NR 3 1 0.250HIST UST 4 NR NR NR 3 1 0.250SWEEPS UST Local Land Records 0 NR NR NR NR NR TPLIENS 2 0 NR NR NR NR NR TPLIENS 0 NR NR 0 0 0 0.500DEED Records of Emergency Release Reports 0 NR NR NR NR NR TPHMIRS 0 NR NR NR NR NR TPCHMIRS 0 NR NR NR NR NR TPLDS TC3792623.2s Page 5 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR NR TPMCS 0 NR NR NR NR NR TPOrange Co. Industrial Site 0 NR NR NR NR NR TPSPILLS 90 Other Ascertainable Records 1 NR NR NR 1 0 0.250RCRA NonGen / NLR 0 NR NR NR NR NR TPDOT OPS 0 NR 0 0 0 0 1.000DOD 0 NR 0 0 0 0 1.000FUDS 0 NR 0 0 0 0 1.000CONSENT 0 NR 0 0 0 0 1.000ROD 0 NR NR 0 0 0 0.500UMTRA 0 NR NR NR 0 0 0.250US MINES 0 NR NR NR NR NR TPTRIS 0 NR NR NR NR NR TPTSCA 0 NR NR NR NR NR TPFTTS 0 NR NR NR NR NR TPHIST FTTS 0 NR NR NR NR NR TPSSTS 0 NR NR NR NR NR TPICIS 0 NR NR NR NR NR TPPADS 0 NR NR NR NR NR TPMLTS 0 NR NR NR NR NR TPRADINFO 0 NR NR NR NR NR TPFINDS 0 NR NR NR NR NR TPRAATS 0 NR NR NR NR NR TPRMP 0 NR 0 0 0 0 1.000CA BOND EXP. PLAN 0 NR NR NR NR NR TPNPDES 0 NR NR NR NR NR TPUIC 0 NR NR 0 0 0 0.500Cortese 7 NR NR 5 1 1 0.500HIST CORTESE 0 NR NR NR 0 0 0.250CUPA Listings 2 NR 2 0 0 0 1.000Notify 65 0 NR NR NR 0 0 0.250DRYCLEANERS 0 NR NR NR 0 0 0.250WIP 0 NR NR NR NR NR TPENF 0 NR NR NR NR NR TPHAZNET 0 NR NR NR NR NR TPEMI 0 NR 0 0 0 0 1.000INDIAN RESERV 0 NR NR 0 0 0 0.500SCRD DRYCLEANERS 0 NR NR NR 0 0 0.250MWMP 0 NR NR NR NR NR TPCOAL ASH DOE 0 NR NR 0 0 0 0.500COAL ASH EPA 0 NR NR NR 0 0 0.250HWT 0 NR 0 0 0 0 1.000HWP 0 NR NR NR NR NR TPFinancial Assurance 0 NR NR 0 0 0 0.500PROC 0 NR NR NR NR NR TPPCB TRANSFORMER 0 NR NR NR NR NR TPUS FIN ASSUR 0 NR NR NR NR NR TPEPA WATCH LIST 0 NR NR NR NR NR TPUS AIRS 0 NR NR NR NR NR TPWDS TC3792623.2s Page 6 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR NR TPPRP 0 NR NR NR 0 0 0.2502020 COR ACTION 0 NR NR NR NR NR TPLEAD SMELTERS EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 0 NR 0 0 0 0 1.000EDR MGP 0 NR NR NR 0 0 0.250EDR US Hist Auto Stat 0 NR NR NR 0 0 0.250EDR US Hist Cleaners NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC3792623.2s Page 7 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9152121Longitude: 33.8135668Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 12/31/1986Enter Date: Not reportedMonitoring: Not reportedRemed Action: Not reportedRemed Plan: 8/26/1986Pollution Char: Not reportedWorkplan: 3/13/1996Close Date: Not reportedEnforcement Date: 5/30/1986Discover Date: Not reportedPrelim Assess: 11/6/1990Review Date: 12/31/1986Enter Date: Not reportedHow Stopped Date: T0605900045Global ID: PipingLeak Source: SpillLeak Cause: Not reportedHow Stopped: Tank TestHow Discovered: Not reportedFunding: CLOSEnf Type: FREEDMANCross Street: approved site Excavate and Dispose - remove contaminated soil and dispose inAbate Method: Not reportedQty Leaked: DieselSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083000056TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 083000056TReg Id: LINKAReg By: 30Facility County Code: CORTESERegion: CORTESE: 619 ft. Site 1 of 4 in cluster A 0.117 mi. Relative: Lower Actual: 141 ft. < 1/8 ANAHEIM, CA 92802 WNW LUST1400 HARBOR N/A A1 HIST CORTESEAVIS RENT - A - CAR SYSTE S103463896 TC3792623.2s Page 8 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: NOMStaff: *MTBE Class: AVIS RENT - A - CAR SYSTE (Continued) S103463896 Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605900045Global Id: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITY LOPOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605900045Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: DieselPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083000056TRB Case Number: ANAHEIM CITY LOPLocal Agency: ROWCase Worker: ANAHEIM CITY LOPLead Agency: 03/13/1996Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.9152121Longitude: 33.8135668Latitude: T0605900045Global Id: STATERegion: LUST: 619 ft. Site 2 of 4 in cluster A 0.117 mi.SWEEPS UST Relative: Lower Actual: 141 ft. < 1/8 HIST USTANAHEIM, CA 92802 WNW UST1400 S HARBOR BLVD N/A A2 LUSTAVIS RENT A CAR U001578596 TC3792623.2s Page 9 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ANAHEIM, CA 92802Owner City,St,Zip: 1380 SOUTH HARBOR BLVDOwner Address: GREAT AMERICAN LAND COMPANY-LEOwner Name: 7147743455Telephone: Not reportedContact Name: 0002Total Tanks: Not reportedOther Type: Gas StationFacility Type: 00000005788Facility ID: STATERegion: HIST UST: -117.91525Longitude: 33.81233Latitude: 4495Facility ID: UST: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605900045Global Id: Closure/No Further Action LetterAction: 03/13/1996Date: ENFORCEMENTAction Type: T0605900045Global Id: Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605900045Global Id: Closure/No Further Action LetterAction: 03/13/1996Date: ENFORCEMENTAction Type: T0605900045Global Id: Regulatory Activities: 11/06/1990Status Date: Open - Site AssessmentStatus: T0605900045Global Id: 08/26/1986Status Date: Open - Site AssessmentStatus: T0605900045Global Id: 04/22/1986Status Date: Open - Case Begin DateStatus: T0605900045Global Id: 03/13/1996Status Date: Completed - Case ClosedStatus: T0605900045Global Id: Status History: AVIS RENT A CAR (Continued)U001578596 TC3792623.2s Page 10 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedNumber Of Tanks: GASHOLContent: WStg: M.V. FUELTank Use: 7500Capacity: Not reportedActv Date: 30-011-004495-000002Swrcb Tank Id: 864Owner Tank Id: ATank Status: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 4495Comp Number: ActiveStatus: 2Number Of Tanks: LEADEDContent: WStg: M.V. FUELTank Use: 5000Capacity: Not reportedActv Date: 30-011-004495-000001Swrcb Tank Id: 864Owner Tank Id: ATank Status: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 4495Comp Number: ActiveStatus: SWEEPS UST: NoneLeak Detection: Not reportedTank Construction: DIESELType of Fuel: PRODUCTTank Used for: 00005000Tank Capacity: Not reportedYear Installed: 2Container Num: 002Tank Num: NoneLeak Detection: Not reportedTank Construction: UNLEADEDType of Fuel: PRODUCTTank Used for: 00007500Tank Capacity: Not reportedYear Installed: 1Container Num: 001Tank Num: AVIS RENT A CAR (Continued)U001578596 TC3792623.2s Page 11 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92802Mailing City,St,Zip: Not reportedMailing Address 2: 9841 AIRPORT BLVDMailing Address: Not reportedMail To: 7147766689Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30000387Facility ID: CA FID UST: 619 ft. Site 3 of 4 in cluster A 0.117 mi. Relative: Lower Actual: 141 ft. < 1/8 ANAHEIM, CA 92802 WNW 1400 S HARBOR BLVD N/A A3 CA FID USTAVIS RENT A CAR S101629998 EPA Identification NumberAlias Type: CAR000007393Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIED, NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.9145Longitude: 33.83529Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt. Req.: NORestricted Use: Not reportedStatus Date: Inactive - Needs EvaluationStatus: Not reportedSpecial Program: 34Senate: 69Assembly: Not reportedSite Code: 71003438Facility ID: Cleanup CypressDivision Branch: Not reportedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: ENVIROSTOR: 689 ft. Site 1 of 8 in cluster B 0.130 mi. Relative: Lower Actual: 141 ft. 1/8-1/4 ANAHEIM, CA 92803 West 1313 S. HARBOR BOULEVARD MARS BLDG N/A B4 ENVIROSTORSPECTRUM PHOTOGRAPHIC & IMAGING - HARBOR S110494321 TC3792623.2s Page 12 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 71003438Alias Name: SPECTRUM PHOTOGRAPHIC & IMAGING - HARBOR (Continued) S110494321 11/4/1999Enter Date: Not reportedMonitoring: 1/15/2004Remed Action: 2/5/2003Remed Plan: 6/13/2000Pollution Char: 10/21/1999Workplan: Not reportedClose Date: Not reportedEnforcement Date: 10/21/1999Discover Date: Not reportedPrelim Assess: 10/21/1999Review Date: 11/4/1999Enter Date: Not reportedHow Stopped Date: T0605902330Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: Not reportedEnf Type: KATELLACross Street: EDVEAbate Method: Not reportedQty Leaked: GasolineSubstance: Other ground water affectedCase Type: Not reportedLocal Case Num: 083003568TCase Number: Remedial action (cleanup) UnderwayFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 689 ft. Site 2 of 8 in cluster B 0.130 mi. Relative: Lower Actual: 141 ft. 1/8-1/4 ANAHEIM, CA 92802 West 1313 HARBOR BLVD N/A B5 LUSTDISNEYLAND-AUTOPIA S104405118 TC3792623.2s Page 13 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: NoWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: RMStaff Initials: NOMStaff: DMTBE Class: MTBE Detected. Site tested for MTBE & MTBE detectedMTBE Tested: 1MTBE Fuel: 1.1Max MTBE Soil: 2MTBE Concentration: 2Max MTBE GW: 11/22/1999MTBE Date: -117.9299974Longitude: 33.8033549Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: =Soil Qualifies: =GW Qualifies: DISNEYLAND-AUTOPIA (Continued) S104405118 33.80907Latitude: T0605901936Global Id: STATERegion: LUST: 92803Discharge Zip: CaliforniaDischarge State: AnaheimDischarge City: 1313 Harbor BlvdDischarge Address: Walt Disney Parks and Resorts US IncDischarge Name: 07/19/2012Termination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: 04/14/2009Effective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: ConstructionProgram Type: 8 30C355097WDID: Not reportedPlace Id: EnrolleeRegulatory Measure Type: 2009-0009-DWQOrder No: 363811Regulatory Measure Id: 8Region: 0Agency Id: TerminatedFacility Status: CAS000002Npdes Number: NPDES: 689 ft. Site 3 of 8 in cluster B 0.130 mi. Relative: Lower Actual: 141 ft. 1/8-1/4 Orange Co. Industrial SiteANAHEIM, CA 92803 West LUST1313 S HARBOR BLVD N/A B6 NPDESDISNEYLAND S103950105 TC3792623.2s Page 14 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation T0605901936Global Id: 03/21/1996Status Date: Open - Site AssessmentStatus: T0605901936Global Id: 06/15/1998Status Date: Open - RemediationStatus: T0605901936Global Id: 10/08/1997Status Date: Open - RemediationStatus: T0605901936Global Id: 03/04/1996Status Date: Open - Case Begin DateStatus: T0605901936Global Id: 02/23/2000Status Date: Completed - Case ClosedStatus: T0605901936Global Id: Status History: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605901936Global Id: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITY LOPOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605901936Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: DieselPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083002812TRB Case Number: ANAHEIM CITY LOPLocal Agency: ROWCase Worker: ANAHEIM CITY LOPLead Agency: 02/23/2000Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.918985Longitude: DISNEYLAND (Continued)S103950105 TC3792623.2s Page 15 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605901880Global Id: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITY LOPOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605901880Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: DieselPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083002708TRB Case Number: ANAHEIM CITY LOPLocal Agency: ROWCase Worker: ANAHEIM CITY LOPLead Agency: 10/24/1996Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.918985Longitude: 33.80907Latitude: T0605901880Global Id: STATERegion: Closure/No Further Action LetterAction: 02/23/2000Date: ENFORCEMENTAction Type: T0605901936Global Id: Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605901936Global Id: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605901936Global Id: Regulatory Activities: 08/09/1999Status Date: Open - Verification MonitoringStatus: DISNEYLAND (Continued)S103950105 TC3792623.2s Page 16 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITY LOPOrganization Name: RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605902330Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: Other Groundwater (uses other than drinking water)Potential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083003568TRB Case Number: ANAHEIM CITY LOPLocal Agency: RMCase Worker: ANAHEIM CITY LOPLead Agency: 10/21/2010Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.9299974Longitude: 33.8033549Latitude: T0605902330Global Id: STATERegion: Closure/No Further Action LetterAction: 10/24/1996Date: ENFORCEMENTAction Type: T0605901880Global Id: Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605901880Global Id: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605901880Global Id: Regulatory Activities: 08/09/1995Status Date: Open - Site AssessmentStatus: T0605901880Global Id: 08/03/1995Status Date: Open - Case Begin DateStatus: T0605901880Global Id: 10/24/1996Status Date: Completed - Case ClosedStatus: T0605901880Global Id: Status History: DISNEYLAND (Continued)S103950105 TC3792623.2s Page 17 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation T0605902330Global Id: 09/24/2003Status Date: Open - RemediationStatus: T0605902330Global Id: 09/03/2003Status Date: Open - RemediationStatus: T0605902330Global Id: 04/08/2003Status Date: Open - RemediationStatus: T0605902330Global Id: 02/05/2003Status Date: Open - RemediationStatus: T0605902330Global Id: 11/06/2002Status Date: Open - RemediationStatus: T0605902330Global Id: 05/16/2002Status Date: Open - RemediationStatus: T0605902330Global Id: 07/03/2001Status Date: Open - RemediationStatus: T0605902330Global Id: 03/03/2000Status Date: Open - RemediationStatus: T0605902330Global Id: 10/21/1999Status Date: Open - Case Begin DateStatus: T0605902330Global Id: 03/27/2009Status Date: Open - Assessment & Interim Remedial ActionStatus: T0605902330Global Id: 10/21/2010Status Date: Completed - Case ClosedStatus: T0605902330Global Id: Status History: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605902330Global Id: Not reportedPhone Number: DISNEYLAND (Continued)S103950105 TC3792623.2s Page 18 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Open - RemediationStatus: T0605902330Global Id: 11/01/2006Status Date: Open - RemediationStatus: T0605902330Global Id: 05/17/2006Status Date: Open - RemediationStatus: T0605902330Global Id: 02/01/2006Status Date: Open - RemediationStatus: T0605902330Global Id: 11/02/2005Status Date: Open - RemediationStatus: T0605902330Global Id: 08/29/2005Status Date: Open - RemediationStatus: T0605902330Global Id: 07/01/2005Status Date: Open - RemediationStatus: T0605902330Global Id: 06/28/2005Status Date: Open - RemediationStatus: T0605902330Global Id: 03/10/2005Status Date: Open - RemediationStatus: T0605902330Global Id: 11/29/2004Status Date: Open - RemediationStatus: T0605902330Global Id: 10/18/2004Status Date: Open - RemediationStatus: T0605902330Global Id: 09/21/2004Status Date: Open - RemediationStatus: T0605902330Global Id: 08/23/2004Status Date: Open - RemediationStatus: T0605902330Global Id: 01/15/2004Status Date: Open - RemediationStatus: T0605902330Global Id: 12/04/2003Status Date: Open - RemediationStatus: DISNEYLAND (Continued)S103950105 TC3792623.2s Page 19 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Letter - NoticeAction: 03/27/2009Date: ENFORCEMENTAction Type: T0605902330Global Id: Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605902330Global Id: Staff LetterAction: 10/13/2009Date: ENFORCEMENTAction Type: T0605902330Global Id: Well Destruction ReportAction: 07/16/2010Date: RESPONSEAction Type: T0605902330Global Id: Closure/No Further Action LetterAction: 10/21/2010Date: ENFORCEMENTAction Type: T0605902330Global Id: Staff LetterAction: 04/14/2010Date: ENFORCEMENTAction Type: T0605902330Global Id: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605902330Global Id: Regulatory Activities: 06/13/2000Status Date: Open - Site AssessmentStatus: T0605902330Global Id: 10/21/1999Status Date: Open - Site AssessmentStatus: T0605902330Global Id: 06/03/2008Status Date: Open - RemediationStatus: T0605902330Global Id: 11/09/2007Status Date: Open - RemediationStatus: T0605902330Global Id: 05/07/2007Status Date: Open - RemediationStatus: T0605902330Global Id: 02/02/2007Status Date: DISNEYLAND (Continued)S103950105 TC3792623.2s Page 20 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 06/01/1988Status Date: Open - Case Begin DateStatus: T0605900717Global Id: 11/10/1994Status Date: Completed - Case ClosedStatus: T0605900717Global Id: Status History: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605900717Global Id: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITY LOPOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605900717Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: Waste Oil / Motor / Hydraulic / LubricatingPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: 083000903TLOC Case Number: 083000903TRB Case Number: ANAHEIM CITY LOPLocal Agency: ROWCase Worker: ANAHEIM CITY LOPLead Agency: 11/10/1994Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.918985Longitude: 33.80907Latitude: T0605900717Global Id: STATERegion: In Situ Physical/Chemical Treatment (other than SVE)Action: 01/01/1950Date: REMEDIATIONAction Type: T0605902330Global Id: File Review - ClosureAction: 10/21/2010Date: ENFORCEMENTAction Type: T0605902330Global Id: DISNEYLAND (Continued)S103950105 TC3792623.2s Page 21 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation LEAD COMPOUNDSReleased Chemical: Closed pre 1994, file review required to determine closure typeClosure Type: CLOSED 8/14/1991Current Status: RO0000185Record ID: ORANGERegion: 89IC011Case ID: WASTE (OR SLOP) OILReleased Chemical: Closed pre 1994, file review required to determine closure typeClosure Type: CLOSED 10/22/1991Current Status: RO0000236Record ID: ORANGERegion: 89IC007Case ID: WASTE (OR SLOP) OILReleased Chemical: Closed pre 1994, file review required to determine closure typeClosure Type: CLOSED 9/14/1990Current Status: RO0000152Record ID: ORANGERegion: 88IC068Case ID: Orange Co. Industrial Site: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605900717Global Id: Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605900717Global Id: Closure/No Further Action LetterAction: 11/10/1994Date: ENFORCEMENTAction Type: T0605900717Global Id: Leak StoppedAction: 01/01/1950Date: OtherAction Type: T0605900717Global Id: Regulatory Activities: 06/01/1988Status Date: Open - Site AssessmentStatus: T0605900717Global Id: DISNEYLAND (Continued)S103950105 TC3792623.2s Page 22 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: RMStaff Initials: NOMStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.915541Longitude: 33.813894Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 3/13/2002Enter Date: 10/26/2001Monitoring: 10/21/2001Remed Action: Not reportedRemed Plan: Not reportedPollution Char: Not reportedWorkplan: 3/5/2002Close Date: Not reportedEnforcement Date: 9/21/2001Discover Date: Not reportedPrelim Assess: Not reportedReview Date: 3/13/2002Enter Date: 9/21/2001How Stopped Date: T0605999311Global ID: PipingLeak Source: Structure FailureLeak Cause: Not reportedHow Stopped: OMHow Discovered: Not reportedFunding: Not reportedEnf Type: BALL ROADCross Street: Not reportedAbate Method: Not reportedQty Leaked: DieselSubstance: Soil onlyCase Type: 083003819TLocal Case Num: 083003819TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 689 ft.EMISite 4 of 8 in cluster B 0.130 mi.CHMIRS Relative: Lower Actual: 141 ft. 1/8-1/4 SWEEPS USTANAHEIM, CA 92802 West UST1313 S HARBOR BLVD N/A B7 LUSTDISNEYLAND U003713747 TC3792623.2s Page 23 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 30-011-003609-000017Swrcb Tank Id: Not reportedOwner Tank Id: Not reportedTank Status: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-016067Board Of Equalization: Not reportedNumber: 3609Comp Number: Not reportedStatus: Not reportedNumber Of Tanks: DIESELContent: PRODUCTStg: M.V. FUELTank Use: 9940Capacity: Not reportedActv Date: 30-011-003609-000015Swrcb Tank Id: Not reportedOwner Tank Id: Not reportedTank Status: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-016067Board Of Equalization: Not reportedNumber: 3609Comp Number: Not reportedStatus: 6Number Of Tanks: DIESELContent: PRODUCTStg: M.V. FUELTank Use: 7500Capacity: Not reportedActv Date: 30-011-003609-000014Swrcb Tank Id: Not reportedOwner Tank Id: Not reportedTank Status: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-016067Board Of Equalization: Not reportedNumber: 3609Comp Number: Not reportedStatus: SWEEPS UST: -117.91543Longitude: 33.81234Latitude: 3609Facility ID: UST: ATTRACTION : SAW LEAK : WILL CONDUCT ADDITIONAL ASSESSMENT Haz Mat incident report filed : AT RAILROAD ROUNDHOUSE NEAR SMALL WORLDSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: DISNEYLAND (Continued)U003713747 TC3792623.2s Page 24 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedNumber Of Tanks: Not reportedContent: PRODUCTStg: EMPTYTank Use: 250Capacity: Not reportedActv Date: 30-011-003609-000020Swrcb Tank Id: Not reportedOwner Tank Id: Not reportedTank Status: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-016067Board Of Equalization: Not reportedNumber: 3609Comp Number: Not reportedStatus: Not reportedNumber Of Tanks: Not reportedContent: PRODUCTStg: EMPTYTank Use: 250Capacity: Not reportedActv Date: 30-011-003609-000019Swrcb Tank Id: Not reportedOwner Tank Id: Not reportedTank Status: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-016067Board Of Equalization: Not reportedNumber: 3609Comp Number: Not reportedStatus: Not reportedNumber Of Tanks: Not reportedContent: PRODUCTStg: EMPTYTank Use: 250Capacity: Not reportedActv Date: 30-011-003609-000018Swrcb Tank Id: Not reportedOwner Tank Id: Not reportedTank Status: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-016067Board Of Equalization: Not reportedNumber: 3609Comp Number: Not reportedStatus: Not reportedNumber Of Tanks: INERT MATERIContent: PRODUCTStg: EMPTYTank Use: 250Capacity: Not reportedActv Date: DISNEYLAND (Continued)U003713747 TC3792623.2s Page 25 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: DIESELContent: PStg: M.V. FUELTank Use: 10000Capacity: 08-03-92Actv Date: 30-011-003609-000007Swrcb Tank Id: 4Owner Tank Id: ATank Status: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: DIESELContent: PStg: M.V. FUELTank Use: 10000Capacity: 08-03-92Actv Date: 30-011-003609-000002Swrcb Tank Id: 3Owner Tank Id: ATank Status: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: 11Number Of Tanks: DIESELContent: PStg: M.V. FUELTank Use: 10000Capacity: 05-17-93Actv Date: 30-011-003609-000001Swrcb Tank Id: 10Owner Tank Id: ATank Status: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: DISNEYLAND (Continued)U003713747 TC3792623.2s Page 26 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 10000Capacity: 08-03-92Actv Date: 30-011-003609-000011Swrcb Tank Id: 8Owner Tank Id: ATank Status: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: PStg: M.V. FUELTank Use: 9940Capacity: 08-03-92Actv Date: 30-011-003609-000010Swrcb Tank Id: 7Owner Tank Id: ATank Status: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: PStg: M.V. FUELTank Use: 10000Capacity: 08-03-92Actv Date: 30-011-003609-000009Swrcb Tank Id: 6Owner Tank Id: ATank Status: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: DIESELContent: PStg: M.V. FUELTank Use: 9940Capacity: 08-03-92Actv Date: 30-011-003609-000008Swrcb Tank Id: 5Owner Tank Id: ATank Status: 12-31-88Created Date: DISNEYLAND (Continued)U003713747 TC3792623.2s Page 27 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveStatus: Not reportedNumber Of Tanks: DIESELContent: PStg: M.V. FUELTank Use: 1000Capacity: 08-03-92Actv Date: 30-011-003609-000016Swrcb Tank Id: 15Owner Tank Id: ATank Status: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: PStg: M.V. FUELTank Use: 6000Capacity: 08-03-92Actv Date: 30-011-003609-000013Swrcb Tank Id: 12Owner Tank Id: ATank Status: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: DIESELContent: PStg: M.V. FUELTank Use: 10000Capacity: 08-03-92Actv Date: 30-011-003609-000012Swrcb Tank Id: 9Owner Tank Id: ATank Status: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: PStg: M.V. FUELTank Use: DISNEYLAND (Continued)U003713747 TC3792623.2s Page 28 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSpill Site: storm drain, Anaheim Barber ChannelWaterway: YesWaterway Involved: Not reportedFacility Telephone: Not reportedComments: Not reportedReport Date: Not reportedReporting Officer Name/ID: Not reportedCompany Name: Not reportedCA/DOT/PUC/ICC Number: Not reportedVehicle Id Number: Not reportedVehicle State: Not reportedVehicle License Number: Not reportedVehicle Make/year: Not reportedOthers Number Of Fatalities: Not reportedOthers Number Of Injuries: Not reportedOthers Number Of Decontaminated: Not reportedResponding Agency Personel # Of Fatalities: Not reportedResponding Agency Personel # Of Injuries: Not reportedResp Agncy Personel # Of Decontaminated: Not reportedMore Than Two Substances Involved?: Not reportedSpecial Studies 6: Not reportedSpecial Studies 5: Not reportedSpecial Studies 4: Not reportedSpecial Studies 3: Not reportedSpecial Studies 2: Not reportedSpecial Studies 1: Not reportedProperty Management: Not reportedEstimated Temperature: Not reportedSurrounding Area: Not reportedTime Completed: Not reportedTime Notified: Not reportedAgency Incident Number: Not reportedAgency Id Number: Not reportedProperty Use: Not reportedDate Completed: Not reportedIncident Date: Not reportedOES Time: Not reportedOES Date: 04/07/2000OES notification: 00-1607OES Incident Number: CHMIRS: Not reportedNumber Of Tanks: REG UNLEADEDContent: PStg: M.V. FUELTank Use: 10000Capacity: 08-03-92Actv Date: 30-011-003609-000025Swrcb Tank Id: 2Owner Tank Id: ATank Status: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: DISNEYLAND (Continued)U003713747 TC3792623.2s Page 29 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SCAir Basin: 30County Code: 2001Year: 2Part. Matter 10 Micrometers & Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 1SOX - Oxides of Sulphur Tons/Yr: 63NOX - Oxides of Nitrogen Tons/Yr: 336Carbon Monoxide Emissions Tons/Yr: 34Reactive Organic Gases Tons/Yr: 57Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 1996Year: EMI: released into the storm drain system. Released caused by a sewage backup in the kitchen. The sewageDescription: 0Number of Fatalities: 0Number of Injuries: 0Evacuations: 0Unknown: 0Tons: 0Sheen: 0Quarts: 0Pints: 0Ounces: 0Liters: 0Pounds: 0Grams: 3000Gallons: 0CUFT: 0Cups: 0BBLS: Not reportedQuantity Released: raw sewageSubstance: Not reportedE Date: OtherSite Type: YesContained: Not reportedAmount: Anaheim Fire DepartmentAdmin Agency: 4/7/200012:00:00 AMIncident Date: DisneylandAgency: 2000Year: Not reportedDate/Time: Not reportedOther: Not reportedMeasure: Not reportedType: Not reportedWhat Happened: Not reportedContainment: ContractorCleanup By: DISNEYLAND (Continued)U003713747 TC3792623.2s Page 30 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedConsolidated Emission Reporting Rule: YCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2004Year: 2Part. Matter 10 Micrometers & Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 1SOX - Oxides of Sulphur Tons/Yr: 39NOX - Oxides of Nitrogen Tons/Yr: 165Carbon Monoxide Emissions Tons/Yr: 15Reactive Organic Gases Tons/Yr: 33Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2003Year: 2Part. Matter 10 Micrometers & Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 1SOX - Oxides of Sulphur Tons/Yr: 39NOX - Oxides of Nitrogen Tons/Yr: 165Carbon Monoxide Emissions Tons/Yr: 15Reactive Organic Gases Tons/Yr: 33Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2002Year: 2Part. Matter 10 Micrometers & Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 1SOX - Oxides of Sulphur Tons/Yr: 34NOX - Oxides of Nitrogen Tons/Yr: 181Carbon Monoxide Emissions Tons/Yr: 17Reactive Organic Gases Tons/Yr: 68Total Organic Hydrocarbon Gases Tons/Yr: BConsolidated Emission Reporting Rule: YCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: DISNEYLAND (Continued)U003713747 TC3792623.2s Page 31 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 14.682Particulate Matter Tons/Yr: .221SOX - Oxides of Sulphur Tons/Yr: 36.82NOX - Oxides of Nitrogen Tons/Yr: 57.834Carbon Monoxide Emissions Tons/Yr: 4.871Reactive Organic Gases Tons/Yr: 13.69002114022331116Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2007Year: 11.4375373Part. Matter 10 Micrometers & Smllr Tons/Yr: 14.682Particulate Matter Tons/Yr: .221SOX - Oxides of Sulphur Tons/Yr: 36.82NOX - Oxides of Nitrogen Tons/Yr: 57.834Carbon Monoxide Emissions Tons/Yr: 4.871Reactive Organic Gases Tons/Yr: 14.11462856770570192Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2006Year: 4.025241676Part. Matter 10 Micrometers & Smllr Tons/Yr: 4.081845Particulate Matter Tons/Yr: .876965SOX - Oxides of Sulphur Tons/Yr: 36.237105NOX - Oxides of Nitrogen Tons/Yr: 163.37902Carbon Monoxide Emissions Tons/Yr: 8.57904608279041Reactive Organic Gases Tons/Yr: 10.8480043479Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2005Year: 2.3Part. Matter 10 Micrometers & Smllr Tons/Yr: 2.488509135Particulate Matter Tons/Yr: 0.940189SOX - Oxides of Sulphur Tons/Yr: 38.8411714NOX - Oxides of Nitrogen Tons/Yr: 165.366304Carbon Monoxide Emissions Tons/Yr: 15.1Reactive Organic Gases Tons/Yr: 32.51529899Total Organic Hydrocarbon Gases Tons/Yr: DISNEYLAND (Continued)U003713747 TC3792623.2s Page 32 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 14.267200065251Part. Matter 10 Micrometers & Smllr Tons/Yr: 18.63651211Particulate Matter Tons/Yr: .1821985SOX - Oxides of Sulphur Tons/Yr: 19.43523093438087589NOX - Oxides of Nitrogen Tons/Yr: 30.6482368Carbon Monoxide Emissions Tons/Yr: 4.669174881826949165Reactive Organic Gases Tons/Yr: 8.291945264409340613Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2008Year: 11.4437113Part. Matter 10 Micrometers & Smllr Tons/Yr: DISNEYLAND (Continued)U003713747 NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 982-3514Owner/operator telephone: Not reportedOwner/operator country: SAN FRANCISCO, CA 94133 2351 POWELL ST STE 505Owner/operator address: PAUL LAINEOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: 09EPA Region: Not reportedContact email: (916) 544-6511Contact telephone: USContact country: SAN FRANCISCO, CA 94133 2351 POWELL ST STE 505Contact address: JOSE OLIVARESContact: SAN FRANCISCO, CA 94133 POWELL ST STE 505Mailing address: CAR000007393EPA ID: ANAHEIM, CA 928033232 MARS BLDG 1313 S HARBOR BLVDFacility address: SPECTRUM PHOTOGRAPHIC AND IMAGINGFacility name: 04/14/1997Date form received by agency: RCRA NonGen / NLR: 689 ft. Site 5 of 8 in cluster B 0.130 mi. Relative: Lower Actual: 141 ft. 1/8-1/4 ANAHEIM, CA West FINDS1313 S HARBOR BLVD CAR000007393 B8 RCRA NonGen / NLRSPECTRUM PHOTOGRAPHIC AND IMAGING 1001075651 TC3792623.2s Page 33 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource Environmental Interest/Information System 110002916729Registry ID: FINDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): SPECTRUM PHOTOGRAPHIC AND IMAGING (Continued) 1001075651 Large Quantity GeneratorClassification: PrivateLand type: 09EPA Region: DONNA.BAKER@DISNEY.COMContact email: (714) 781-1756Contact telephone: Not reportedContact country: ANAHEIM, CA 92803 P.O. BOX 3232Contact address: DONNA BAKERContact: ANAHEIM, CA 92803 P.O. BOX 3232 P.O. BOX 3232Mailing address: CAD027828250EPA ID: ANAHEIM, CA 92802 1313 SOUTH HARBOR BOULEVARDFacility address: DISNEYLAND RESORTFacility name: 03/14/2012Date form received by agency: RCRA-LQG: WDS EMI CHMIRS SLIC 689 ft.CA FID USTSite 6 of 8 in cluster B 0.130 mi.LUST Relative: Lower Actual: 141 ft. 1/8-1/4 HIST CORTESEANAHEIM, CA 92802 West NPDES1313 SOUTH HARBOR BOULEVARD CAD027828250 B9 RCRA-LQGDISNEYLAND RESORT 1000314740 TC3792623.2s Page 34 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Large Quantity GeneratorClassification: DISNEYLAND RESORTFacility name: 06/03/2010Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 04/30/1993Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (818) 560-1000Owner/operator telephone: Not reportedOwner/operator country: BURBANK, CA 91521 SOUTH BUENA VISTA STREETOwner/operator address: WALT DISNEY PARKS & RESORTS, U.S., INC.Owner/operator name: Not reportedOwner/Op end date: 04/30/1993Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (818) 560-1000Owner/operator telephone: USOwner/operator country: BURBANK, CA 91521 SOUTH BUENA VISTA STREETOwner/operator address: WALT DISNEY PARKS & RESORTS, U.S., INC.Owner/operator name: Owner/Operator Summary: 100 kg of that material at any time hazardous waste during any calendar month, and accumulates more than from the cleanup of a spill, into or on any land or water, of acutely of any residue or contaminated soil, waste or other debris resulting kg of acutely hazardous waste at any time; or generates 100 kg or less hazardous waste during any calendar month, and accumulates more than 1 waste during any calendar month; or generates 1 kg or less of acutely cleanup of a spill, into or on any land or water, of acutely hazardous residue or contaminated soil, waste or other debris resulting from the during any calendar month; or generates more than 100 kg of any calendar month; or generates more than 1 kg of acutely hazardous waste Handler: generates 1,000 kg or more of hazardous waste during anyDescription: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 35 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation DISNEYLAND RESORTFacility name: 08/01/1990Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: DISNEYLAND RESORTFacility name: 02/20/1992Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: DISNEYLAND RESORTFacility name: 04/25/1994Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: DISNEYLAND RESORTFacility name: 02/20/1996Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: DISNEYLAND RESORTFacility name: 09/01/1996Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: DISNEYLAND RESORTFacility name: 04/28/1997Date form received by agency: Large Quantity GeneratorClassification: DISNEYLAND ATT. LARRY VICKSite name: DISNEYLAND RESORTFacility name: 03/04/1999Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: DISNEYLAND RESORTFacility name: 10/12/2000Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: DISNEYLAND RESORTFacility name: 02/16/2002Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: DISNEYLAND RESORTFacility name: 03/01/2004Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: DISNEYLAND RESORTFacility name: 02/22/2006Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: DISNEYLAND RESORTFacility name: 02/27/2008Date form received by agency: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 36 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 725Waste name: 725Waste code: 551Waste name: 551Waste code: 461Waste name: 461Waste code: 352Waste name: 352Waste code: 343Waste name: 343Waste code: 331Waste name: 331Waste code: 311Waste name: 311Waste code: 252Waste name: 252Waste code: 223Waste name: 223Waste code: 221Waste name: 221Waste code: 214Waste name: 214Waste code: 212Waste name: 212Waste code: 181Waste name: 181Waste code: 151Waste name: 151Waste code: 141Waste name: 141Waste code: 135Waste name: 135Waste code: 134Waste name: 134Waste code: 123Waste name: 123Waste code: Hazardous Waste Summary: Large Quantity GeneratorClassification: DISNEYLANDSite name: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 37 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TRICHLOROETHYLENEWaste name: D040Waste code: TETRACHLOROETHYLENEWaste name: D039Waste code: METHYL ETHYL KETONEWaste name: D035Waste code: BENZENEWaste name: D018Waste code: MERCURYWaste name: D009Waste code: LEADWaste name: D008Waste code: CHROMIUMWaste name: D007Waste code: CADMIUMWaste name: D006Waste code: BARIUMWaste name: D005Waste code: ARSENICWaste name: D004Waste code: OF SUCH WASTE WOULD BY WASTE GUNPOWDER. DETONATION OR EXPLOSION WHEN EXPOSED TO HEAT OR A FLAME. ONE EXAMPLE WHEN EXPOSED TO WATER OR CORROSIVE MATERIALS, OR IF IT IS CAPABLE OF NORMALLY UNSTABLE, REACTS VIOLENTLY WITH WATER, GENERATES TOXIC GASES A MATERIAL IS CONSIDERED TO BE A REACTIVE HAZARDOUS WASTE IF IT ISWaste name: D003Waste code: DISPOSED, THE WASTE WOULD BE A CORROSIVE HAZARDOUS WASTE. THESE CAUSTIC OR ACID SOLUTIONS BECOME CONTAMINATED AND MUST BE USED BY MANY INDUSTRIES TO CLEAN METAL PARTS PRIOR TO PAINTING. WHEN OR DEGREASE PARTS. HYDROCHLORIC ACID, A SOLUTION WITH A LOW PH, IS CAUSTIC SOLUTION WITH A HIGH PH, IS OFTEN USED BY INDUSTRIES TO CLEAN CONSIDERED TO BE A CORROSIVE HAZARDOUS WASTE. SODIUM HYDROXIDE, A A WASTE WHICH HAS A PH OF LESS THAN 2 OR GREATER THAN 12.5 ISWaste name: D002Waste code: WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OFWaste name: D001Waste code: 791Waste name: 791Waste code: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 38 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OFWaste name: D001Waste code: Annual Waste Handled: Last Biennial Reporting Year: 2013 Biennial Reports: 1,2-BENZENEDIOL, 4-[1-HYDROXY-2-(METHYLAMINO)ETHYL]-, (R)-Waste name: P042Waste code: THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NON-HALOGENATED SOLVENTS OR THOSE SOLVENTS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NON-HALOGENATED SOLVENTS: TOLUENE, METHYL ETHYLWaste name: F005Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005, AND STILL SOLVENTS, AND, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NON-HALOGENATED NON-HALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NON-HALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYLWaste name: F003Waste code: SPENT SOLVENT MIXTURES. F005, AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND OF THE ABOVE HALOGENATED SOLVENTS OR THOSE LISTED IN F001, F004, OR BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE 1,1,2-TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,Waste name: F002Waste code: SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. IN F002, F004, AND F005, AND STILL BOTTOMS FROM THE RECOVERY OF THESE ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING 1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE, AND CHLORINATED TETRACHLOROETHYLENE, TRICHLOROETHYLENE, METHYLENE CHLORIDE, THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:Waste name: F001Waste code: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 39 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation D040Waste code: 3541Amount (Lbs): TETRACHLOROETHYLENEWaste name: D039Waste code: 50014Amount (Lbs): METHYL ETHYL KETONEWaste name: D035Waste code: 6578Amount (Lbs): BENZENEWaste name: D018Waste code: 1011Amount (Lbs): MERCURYWaste name: D009Waste code: 63134Amount (Lbs): LEADWaste name: D008Waste code: 63134Amount (Lbs): CHROMIUMWaste name: D007Waste code: 58179Amount (Lbs): CADMIUMWaste name: D006Waste code: 2386Amount (Lbs): BARIUMWaste name: D005Waste code: 69Amount (Lbs): ARSENICWaste name: D004Waste code: 2455Amount (Lbs): OF SUCH WASTE WOULD BY WASTE GUNPOWDER. DETONATION OR EXPLOSION WHEN EXPOSED TO HEAT OR A FLAME. ONE EXAMPLE WHEN EXPOSED TO WATER OR CORROSIVE MATERIALS, OR IF IT IS CAPABLE OF NORMALLY UNSTABLE, REACTS VIOLENTLY WITH WATER, GENERATES TOXIC GASES A MATERIAL IS CONSIDERED TO BE A REACTIVE HAZARDOUS WASTE IF IT ISWaste name: D003Waste code: 2357Amount (Lbs): DISPOSED, THE WASTE WOULD BE A CORROSIVE HAZARDOUS WASTE. THESE CAUSTIC OR ACID SOLUTIONS BECOME CONTAMINATED AND MUST BE USED BY MANY INDUSTRIES TO CLEAN METAL PARTS PRIOR TO PAINTING. WHEN OR DEGREASE PARTS. HYDROCHLORIC ACID, A SOLUTION WITH A LOW PH, IS CAUSTIC SOLUTION WITH A HIGH PH, IS OFTEN USED BY INDUSTRIES TO CLEAN CONSIDERED TO BE A CORROSIVE HAZARDOUS WASTE. SODIUM HYDROXIDE, A A WASTE WHICH HAS A PH OF LESS THAN 2 OR GREATER THAN 12.5 ISWaste name: D002Waste code: 69272Amount (Lbs): DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 40 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Generators - GeneralArea of violation: Not reportedRegulation violated: Facility Has Received Notices of Violations: 11Amount (Lbs): 1,2-BENZENEDIOL, 4-[1-HYDROXY-2-(METHYLAMINO)ETHYL]-, (R)-Waste name: P042Waste code: 79261Amount (Lbs): THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NON-HALOGENATED SOLVENTS OR THOSE SOLVENTS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NON-HALOGENATED SOLVENTS: TOLUENE, METHYL ETHYLWaste name: F005Waste code: 47518Amount (Lbs): MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005, AND STILL SOLVENTS, AND, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NON-HALOGENATED NON-HALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NON-HALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYLWaste name: F003Waste code: 40401Amount (Lbs): SPENT SOLVENT MIXTURES. F005, AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND OF THE ABOVE HALOGENATED SOLVENTS OR THOSE LISTED IN F001, F004, OR BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE 1,1,2-TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,Waste name: F002Waste code: 220Amount (Lbs): SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. IN F002, F004, AND F005, AND STILL BOTTOMS FROM THE RECOVERY OF THESE ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING 1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE, AND CHLORINATED TETRACHLOROETHYLENE, TRICHLOROETHYLENE, METHYLENE CHLORIDE, THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:Waste name: F001Waste code: 220Amount (Lbs): TRICHLOROETHYLENEWaste name: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 41 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 02/26/1990Date violation determined: Generators - GeneralArea of violation: FR - 262.50-60Regulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: EPA Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 06/21/1990 Enforcement action date: INITIAL 3008(A) COMPLIANCE Enforcement action: EPAViolation lead agency: 09/29/1994Date achieved compliance: 02/26/1990Date violation determined: Generators - GeneralArea of violation: FR - 262.20-23.BRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 02/17/2004 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 02/17/2004Date achieved compliance: 02/17/2004Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: EPA Enforcement lead agency: 03/20/2006 Enf. disp. status date: Action Satisfied (Case Closed) Enf. disposition status: 03/20/2006 Enforcement action date: WRITTEN INFORMAL Enforcement action: EPAViolation lead agency: 11/16/2005Date achieved compliance: 10/19/2005Date violation determined: TSD IS-Container Use and ManagementArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: Not reported Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: Not reported Enforcement action date: Not reported Enforcement action: StateViolation lead agency: 03/02/2010Date achieved compliance: 02/04/2010Date violation determined: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 42 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 02/26/1990Evaluation date: State Contractor/GranteeEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 09/29/1994Evaluation date: State Contractor/GranteeEvaluation lead agency: 02/17/2004Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 02/17/2004Evaluation date: EPAEvaluation lead agency: 11/16/2005Date achieved compliance: TSD IS-Container Use and ManagementArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 10/19/2005Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 03/13/2008Evaluation date: StateEvaluation lead agency: 03/02/2010Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 02/04/2010Evaluation date: Evaluation Action Summary: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: EPA Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 06/21/1990 Enforcement action date: INITIAL 3008(A) COMPLIANCE Enforcement action: EPAViolation lead agency: 09/29/1994Date achieved compliance: 02/26/1990Date violation determined: LDR - GeneralArea of violation: FR - 268.7Regulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: EPA Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 06/21/1990 Enforcement action date: INITIAL 3008(A) COMPLIANCE Enforcement action: EPAViolation lead agency: 09/29/1994Date achieved compliance: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 43 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083000903TReg Id: LINKAReg By: 30Facility County Code: CORTESERegion: CORTESE: 92803Discharge Zip: CaliforniaDischarge State: AnaheimDischarge City: 1313 Harbor BlvdDischarge Address: Walt Disney Parks and Resorts US IncDischarge Name: 08/31/2012Termination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: 12/11/2008Effective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: ConstructionProgram Type: 8 30C354173WDID: Not reportedPlace Id: EnrolleeRegulatory Measure Type: 2009-0009-DWQOrder No: 356768Regulatory Measure Id: 8Region: 0Agency Id: TerminatedFacility Status: CAS000002Npdes Number: 92803Discharge Zip: CADischarge State: AnaheimDischarge City: Po Box 3232 Tda219nDischarge Address: Disneyland ResortDischarge Name: Not reportedTermination Date Of Regulatory Measure: 01/01/2013Expiration Date Of Regulatory Measure: 01/18/2008Effective Date Of Regulatory Measure: 01/18/2008Adoption Date Of Regulatory Measure: NPDESWWProgram Type: 8 301000001WDID: 220328Place Id: NPDES PermitsRegulatory Measure Type: R8-2008-0001Order No: 345363Regulatory Measure Id: 8Region: 12932Agency Id: ActiveFacility Status: CA0106283Npdes Number: NPDES: EPAEvaluation lead agency: 09/29/1994Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 02/26/1990Evaluation date: EPAEvaluation lead agency: 09/29/1994Date achieved compliance: LDR - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 44 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Excavate and Dispose - remove contaminated soil and dispose inAbate Method: Not reportedQty Leaked: Hydraulic OilSubstance: Soil onlyCase Type: 083000903TLocal Case Num: 083000903TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: Notice of ResponsibilityAction: 10/10/2001Date: ENFORCEMENTAction Type: T060597891Global Id: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T060597891Global Id: Regulatory Activities: 10/10/2001Status Date: Open - Site AssessmentStatus: T060597891Global Id: 10/10/2001Status Date: Open - Case Begin DateStatus: T060597891Global Id: 03/05/2002Status Date: Completed - Case ClosedStatus: T060597891Global Id: Status History: Click here to access the California GeoTracker records for this facility: Not reportedSite History: DieselPotential Contaminants of Concern: Not reportedPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083003829TRB Case Number: Not reportedLocal Agency: Not reportedCase Worker: ANAHEIM CITY LOPLead Agency: 03/05/2002Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.918985Longitude: 33.80907Latitude: T060597891Global Id: STATERegion: LUST: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 45 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation DieselSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083002708TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: TURBINE OIL TANKS @ MATTERHORN ABANDONED INSITU 7/19/92; SITE CAPPED 550 HYDRAULIC OIL TANK @ DUMBO WAS REMOVED 10/19/90 FOUR 250 GALLONSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: NOMStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9155792Longitude: 33.8149817Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 6/15/1988Enter Date: Not reportedMonitoring: Not reportedRemed Action: Not reportedRemed Plan: Not reportedPollution Char: Not reportedWorkplan: 11/10/1994Close Date: Not reportedEnforcement Date: 7/7/1988Discover Date: Not reportedPrelim Assess: 6/1/1988Review Date: 6/15/1988Enter Date: 7/7/1988How Stopped Date: T0605900717Global ID: Other SourceLeak Source: SpillLeak Cause: Not reportedHow Stopped: Tank ClosureHow Discovered: State FundsFunding: Not reportedEnf Type: KATELLACross Street: approved site DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 46 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedMail To: 7149994344Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30000064Facility ID: CA FID UST: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: NOMStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9155792Longitude: 33.8149817Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 9/20/1995Enter Date: Not reportedMonitoring: Not reportedRemed Action: Not reportedRemed Plan: Not reportedPollution Char: Not reportedWorkplan: 10/24/1996Close Date: Not reportedEnforcement Date: 8/3/1995Discover Date: Not reportedPrelim Assess: 8/9/1995Review Date: 9/20/1995Enter Date: Not reportedHow Stopped Date: T0605901880Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 47 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedProperty Management: Not reportedEstimated Temperature: Not reportedSurrounding Area: Not reportedTime Completed: Not reportedTime Notified: Not reportedAgency Incident Number: Not reportedAgency Id Number: Not reportedProperty Use: Not reportedDate Completed: Not reportedIncident Date: Not reportedOES Time: Not reportedOES Date: 12/16/2005OES notification: 05-7240OES Incident Number: CHMIRS: XXXThomas Bros Code: XXXLocation Code: XXXLead Agency: XXXSubstance: XXXStaff: 8Region: ClosedFacility Status: Soil and GroundwaterType: SLIC REG 8: Click here to access the California GeoTracker records for this facility: Not reportedSite History: Not reportedPotential Contaminants of Concern: Not reportedPotential Media Affected: Not reportedFile Location: SLT8R128RB Case Number: Not reportedLocal Agency: WDMCase Worker: Cleanup Program SiteCase Type: -117.914541Longitude: 33.815025Latitude: Not reportedLead Agency Case Number: SANTA ANA RWQCB (REGION 8)Lead Agency: SLT8R1284126Global Id: 08/28/1991Status Date: Completed - Case ClosedFacility Status: STATERegion: SLIC: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92803Mailing City,St,Zip: Not reportedMailing Address 2: 500 S BUENA VISTA STMailing Address: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 48 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Evacuations: 0Unknown: 0Tons: 0Sheen: 0Quarts: 0Pints: 0Ounces: 0Liters: 1Pounds: 0Grams: 0.000000Gallons: 0CUFT: 0Cups: 0BBLS: Not reportedQuantity Released: chlorine gasSubstance: Not reportedE Date: OtherSite Type: YesContained: Not reportedAmount: Anaheim Fire DepartmentAdmin Agency: 12/16/200512:00:00 AMIncident Date: Disneyland Resort AnaheimAgency: 2005Year: Not reportedDate/Time: Not reportedOther: Not reportedMeasure: Not reportedType: Not reportedWhat Happened: Not reportedContainment: Fire Dept.Cleanup By: Not reportedSpill Site: Not reportedWaterway: Not reportedWaterway Involved: Not reportedFacility Telephone: Not reportedComments: Not reportedReport Date: Not reportedReporting Officer Name/ID: Not reportedCompany Name: Not reportedCA/DOT/PUC/ICC Number: Not reportedVehicle Id Number: Not reportedVehicle State: Not reportedVehicle License Number: Not reportedVehicle Make/year: Not reportedOthers Number Of Fatalities: Not reportedOthers Number Of Injuries: Not reportedOthers Number Of Decontaminated: Not reportedResponding Agency Personel # Of Fatalities: Not reportedResponding Agency Personel # Of Injuries: Not reportedResp Agncy Personel # Of Decontaminated: Not reportedMore Than Two Substances Involved?: Not reportedSpecial Studies 6: Not reportedSpecial Studies 5: Not reportedSpecial Studies 4: Not reportedSpecial Studies 3: Not reportedSpecial Studies 2: Not reportedSpecial Studies 1: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 49 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1Particulate Matter Tons/Yr: 1SOX - Oxides of Sulphur Tons/Yr: 31NOX - Oxides of Nitrogen Tons/Yr: 191Carbon Monoxide Emissions Tons/Yr: 36Reactive Organic Gases Tons/Yr: 63Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 1993Year: 5Part. Matter 10 Micrometers & Smllr Tons/Yr: 5Particulate Matter Tons/Yr: 4SOX - Oxides of Sulphur Tons/Yr: 81NOX - Oxides of Nitrogen Tons/Yr: 221Carbon Monoxide Emissions Tons/Yr: 38Reactive Organic Gases Tons/Yr: 81Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 1990Year: 3Part. Matter 10 Micrometers & Smllr Tons/Yr: 3Particulate Matter Tons/Yr: 2SOX - Oxides of Sulphur Tons/Yr: 55NOX - Oxides of Nitrogen Tons/Yr: 201Carbon Monoxide Emissions Tons/Yr: 34Reactive Organic Gases Tons/Yr: 64Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: (less than 100-yards). The park was closed at the time. unknown status. Local area was evacuated, unknown number of people inadvertently. Three employees were transported to be checked, Released when a water treatment plumber mixed two chemicalsDescription: 0Number of Fatalities: 3Number of Injuries: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 50 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 800189Facility ID: SCAir Basin: 30County Code: 1999Year: 2Part. Matter 10 Micrometers & Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 2SOX - Oxides of Sulphur Tons/Yr: 37NOX - Oxides of Nitrogen Tons/Yr: 196Carbon Monoxide Emissions Tons/Yr: 22Reactive Organic Gases Tons/Yr: 44Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 1998Year: 2Part. Matter 10 Micrometers & Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 2SOX - Oxides of Sulphur Tons/Yr: 37NOX - Oxides of Nitrogen Tons/Yr: 196Carbon Monoxide Emissions Tons/Yr: 24Reactive Organic Gases Tons/Yr: 44Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 1997Year: 1Part. Matter 10 Micrometers & Smllr Tons/Yr: 1Particulate Matter Tons/Yr: 1SOX - Oxides of Sulphur Tons/Yr: 31NOX - Oxides of Nitrogen Tons/Yr: 191Carbon Monoxide Emissions Tons/Yr: 36Reactive Organic Gases Tons/Yr: 63Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 1995Year: 1Part. Matter 10 Micrometers & Smllr Tons/Yr: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 51 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 9.5327808284585895Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2010Year: 19.669770305989999Part. Matter 10 Micrometers & Smllr Tons/Yr: 27.926625300000001Particulate Matter Tons/Yr: 0.21267SOX - Oxides of Sulphur Tons/Yr: 20.342808000000002NOX - Oxides of Nitrogen Tons/Yr: 32.724609999999998Carbon Monoxide Emissions Tons/Yr: 5.1178679999999996Reactive Organic Gases Tons/Yr: 8.8410758142844603Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2009Year: 2Part. Matter 10 Micrometers & Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 2SOX - Oxides of Sulphur Tons/Yr: 37NOX - Oxides of Nitrogen Tons/Yr: 196Carbon Monoxide Emissions Tons/Yr: 24Reactive Organic Gases Tons/Yr: 44Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2000Year: 2Part. Matter 10 Micrometers & Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 2SOX - Oxides of Sulphur Tons/Yr: 37NOX - Oxides of Nitrogen Tons/Yr: 196Carbon Monoxide Emissions Tons/Yr: 24Reactive Organic Gases Tons/Yr: 44Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 52 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation dairy waste ponds. dischargers having waste storage systems with land disposal such as disposal systems, such as septic systems with subsurface disposal, or management practices, facilities with passive waste treatment and cooling water dischargers or thosewho must comply through best Category C - Facilities having no waste treatment systems, such asComplexity: from a waste treatment facility. or municipal water supply. Awsthetic impairment would include nuisance significant human population, or render unusable a potential domestic adverse impact on receiving biota, can cause aesthetic impairment to a Moderate Threat to Water Quality. A violation could have a majorTreat To Water: The facility is not a POTW.POTW: No reclamation requirements associated with this facility.Reclamation: 0Baseline Flow: 0Design Flow: Not reportedSecondary Waste Type: Not reportedSecondary Waste: waste). construction wastes, manure, vegetable or animal solid and semisolid liquid wastes (E.G., garbage, trash, refuse, paper, demolition and nonhazardous putrescible and non putrescible solid, semisolid, and Nonhazardous Solid Wastes/Influent or Solid Wastes that containPrimary Waste Type: seepage and other wastes of this type) overflow, swimming pool wastes, water ride wastewater, ground water Miscellaneous (Includes wastes from dewatering, recreational lakePrimary Waste: Not reportedSIC Code 2: 7996SIC Code: PrivateAgency Type: 7147814344Agency Telephone: FRANK DELA VARAAgency Contact: ANAHEIM 92803Agency City,St,Zip: PO BOX 3232 - TDA219NAgency Address: DISNEYLANDAgency Name: ACCOUNTS PAYABLE TDA-229WFacility Contact: Not reportedFacility Telephone: 8Subregion: are assigned by the Regional Board CA0106283 The 1st 2 characters designate the state. The remaining 7NPDES Number: under Waste Discharge Requirements. Active - Any facility with a continuous or seasonal discharge that isFacility Status: pumping. repairing, oil production, storage and disposal operations, water washing, geothermal operations, air conditioning, ship building and processing operation of whatever nature, including mining, gravel semisolid wastes from any servicing, producing, manufacturing or Industrial - Facility that treats and/or disposes of liquid orFacility Type: Santa Ana River 301000001Facility ID: CA WDS: 19.368615091999999Part. Matter 10 Micrometers & Smllr Tons/Yr: 27.652010000000001Particulate Matter Tons/Yr: 0.33173000000000002SOX - Oxides of Sulphur Tons/Yr: 24.49896NOX - Oxides of Nitrogen Tons/Yr: 38.014620000000001Carbon Monoxide Emissions Tons/Yr: 5.9052100000000003Reactive Organic Gases Tons/Yr: DISNEYLAND RESORT (Continued)1000314740 TC3792623.2s Page 53 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: NOMStaff: *MTBE Class: MTBE Detected. Site tested for MTBE & MTBE detectedMTBE Tested: 0MTBE Fuel: .05Max MTBE Soil: 1MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9155792Longitude: 33.8149817Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: <Soil Qualifies: Not reportedGW Qualifies: 6/17/1996Enter Date: 8/9/1999Monitoring: 6/15/1998Remed Action: 10/8/1997Remed Plan: Not reportedPollution Char: Not reportedWorkplan: 2/23/2000Close Date: Not reportedEnforcement Date: 3/4/1996Discover Date: Not reportedPrelim Assess: 3/21/1996Review Date: 6/17/1996Enter Date: Not reportedHow Stopped Date: T0605901936Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: DieselSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083002812TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 689 ft. Site 7 of 8 in cluster B 0.130 mi. Relative: Lower Actual: 141 ft. 1/8-1/4 ANAHEIM, CA 92802 West 1313 HARBOR BLVD N/A B10 LUSTDISNEYLAND TOMORROWLAND RR ST. S100933981 TC3792623.2s Page 54 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: DISNEYLAND TOMORROWLAND RR ST. (Continued) S100933981 Vapor Sniff WellLeak Detection: 1/4 inchesTank Construction: DIESELType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1973Year Installed: 4Container Num: 004Tank Num: Vapor Sniff WellLeak Detection: 1/4 inchesTank Construction: DIESELType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1973Year Installed: 3Container Num: 003Tank Num: Vapor Sniff WellLeak Detection: 1/4 inchesTank Construction: UNLEADEDType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1973Year Installed: 2Container Num: 002Tank Num: Vapor Sniff WellLeak Detection: 1/4 inchesTank Construction: REGULARType of Fuel: PRODUCTTank Used for: 00005000Tank Capacity: 1973Year Installed: 1Container Num: 001Tank Num: ANAHEIM, CA 92803Owner City,St,Zip: 1313 HARBOR BLVD.Owner Address: DISNEYLANDOwner Name: 7146374111Telephone: JIM COYNEContact Name: 0015Total Tanks: Not reportedOther Type: Gas StationFacility Type: 00000059704Facility ID: STATERegion: HIST UST: 689 ft. Site 8 of 8 in cluster B 0.130 mi. Relative: Lower Actual: 141 ft. 1/8-1/4 ANAHEIM, CA 92803 West 1313 S HARBOR BLVD N/A B11 HIST USTSERVICE STATION DISNEYLAND U001578653 TC3792623.2s Page 55 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1960Year Installed: 11Container Num: 011Tank Num: Vapor Sniff WellLeak Detection: 1/4 inchesTank Construction: DIESELType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1975Year Installed: 10Container Num: 010Tank Num: Vapor Sniff WellLeak Detection: 1/4 inchesTank Construction: UNLEADEDType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1975Year Installed: 9Container Num: 009Tank Num: Vapor Sniff WellLeak Detection: 1/4 inchesTank Construction: DIESELType of Fuel: PRODUCTTank Used for: 00001000Tank Capacity: 1973Year Installed: 8Container Num: 008Tank Num: Vapor Sniff WellLeak Detection: 1/4 inchesTank Construction: UNLEADEDType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1973Year Installed: 7Container Num: 007Tank Num: Vapor Sniff WellLeak Detection: 1/4 inchesTank Construction: REGULARType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1973Year Installed: 6Container Num: 006Tank Num: Vapor Sniff WellLeak Detection: 1/4 inchesTank Construction: DIESELType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1973Year Installed: 5Container Num: 005Tank Num: SERVICE STATION DISNEYLAND (Continued)U001578653 TC3792623.2s Page 56 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Vapor Sniff WellLeak Detection: 1/4 inchesTank Construction: DIESELType of Fuel: PRODUCTTank Used for: 00008000Tank Capacity: 1974Year Installed: 15Container Num: 015Tank Num: Vapor Sniff WellLeak Detection: 1/4 inchesTank Construction: DIESELType of Fuel: PRODUCTTank Used for: 00008000Tank Capacity: 1974Year Installed: 14Container Num: 014Tank Num: Vapor Sniff WellLeak Detection: 1/4 inchesTank Construction: REGULARType of Fuel: PRODUCTTank Used for: 00006000Tank Capacity: 1956Year Installed: 13Container Num: 013Tank Num: Vapor Sniff WellLeak Detection: 1/4 inchesTank Construction: DIESELType of Fuel: PRODUCTTank Used for: 00002000Tank Capacity: 1960Year Installed: 12Container Num: 012Tank Num: Vapor Sniff WellLeak Detection: 10/4 inchesTank Construction: DIESELType of Fuel: PRODUCTTank Used for: 00002000Tank Capacity: SERVICE STATION DISNEYLAND (Continued) U001578653 RMCase Worker: ANAHEIM CITY LOPLead Agency: 03/05/2002Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.915541Longitude: 33.813894Latitude: T0605999311Global Id: STATERegion: LUST: 689 ft. Site 4 of 4 in cluster A 0.130 mi. Relative: Lower Actual: 142 ft. 1/8-1/4 ANAHEIM, CA 92802 WNW 1313 W HARBOR BLVD. N/A A12 LUSTDISNEYLAND - ROUNDHOUSE S109284918 TC3792623.2s Page 57 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605999311Global Id: Leak StoppedAction: 01/01/1950Date: OtherAction Type: T0605999311Global Id: Regulatory Activities: 10/26/2001Status Date: Open - Verification MonitoringStatus: T0605999311Global Id: 10/21/2001Status Date: Open - RemediationStatus: T0605999311Global Id: 09/21/2001Status Date: Open - Case Begin DateStatus: T0605999311Global Id: 03/05/2002Status Date: Completed - Case ClosedStatus: T0605999311Global Id: Status History: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605999311Global Id: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITY LOPOrganization Name: RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605999311Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: DieselPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: 083003819TLOC Case Number: 083003819TRB Case Number: ANAHEIM CITY LOPLocal Agency: DISNEYLAND - ROUNDHOUSE (Continued) S109284918 TC3792623.2s Page 58 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Clean Up Fund - Letter to RPAction: 03/05/2002Date: ENFORCEMENTAction Type: T0605999311Global Id: Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605999311Global Id: DISNEYLAND - ROUNDHOUSE (Continued) S109284918 OwnerOwner/Operator Type: PrivateLegal status: 949-474-7999Owner/operator telephone: USOwner/operator country: IRVINE, CA 92612 18800 VON KARMAN AVE STE 100Owner/operator address: BILL MCFARLANDOwner/operator name: Not reportedOwner/Op end date: 06/01/2010Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: USOwner/operator country: Not reported Not reportedOwner/operator address: METREX RESEARCH LABORATORYOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: PrivateLand type: 09EPA Region: EDWIN.VARELA@SYBRONDENTAL.COMContact email: 714-516-7486Contact telephone: USContact country: ANAHEIM, CA 92802 1515 MANCHESTER AVEContact address: EDWIN E VARELAContact: CAD980893390EPA ID: ANAHEIM, CA 92802 1515 MANCHESTER AVEFacility address: METREX RESEARCH LABORATORYFacility name: 07/20/2010Date form received by agency: RCRA-SQG: EMI 760 ft.SWEEPS USTSite 1 of 2 in cluster C 0.144 mi.HIST UST Relative: Higher Actual: 144 ft. 1/8-1/4 CA FID USTANAHEIM, CA 92802 SE FINDS1515 MANCHESTER AVE CAD980893390 C13 RCRA-SQGMETREX RESEARCH LABORATORY 1000411520 TC3792623.2s Page 59 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OFWaste name: D001Waste code: 791Waste name: 791Waste code: 551Waste name: 551Waste code: 223Waste name: 223Waste code: 214Waste name: 214Waste code: 123Waste name: 123Waste code: Hazardous Waste Summary: Large Quantity GeneratorClassification: ODETICS INCSite name: METREX RESEARCH LABORATORYFacility name: 04/15/1985Date form received by agency: Small Quantity GeneratorClassification: ODETICS INCSite name: METREX RESEARCH LABORATORYFacility name: 09/01/1996Date form received by agency: Historical Generators: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 10/01/2009Owner/Op start date: METREX RESEARCH LABORATORY (Continued) 1000411520 TC3792623.2s Page 60 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedMailing Address 2: 1515 S MANCHESTERMailing Address: Not reportedMail To: 7147745000Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30003463Facility ID: CA FID UST: corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource their precursors, as well as hazardous air pollutants (HAPs). on stationary and mobile sources that emit criteria air pollutants and The NEI (National Emissions Inventory) database contains information Environmental Interest/Information System 110002676480Registry ID: FINDS: State Contractor/GranteeEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 09/19/1994Evaluation date: Evaluation Action Summary: No violations foundViolation Status: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005, AND STILL SOLVENTS, AND, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NON-HALOGENATED NON-HALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NON-HALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYLWaste name: F003Waste code: DISPOSED, THE WASTE WOULD BE A CORROSIVE HAZARDOUS WASTE. THESE CAUSTIC OR ACID SOLUTIONS BECOME CONTAMINATED AND MUST BE USED BY MANY INDUSTRIES TO CLEAN METAL PARTS PRIOR TO PAINTING. WHEN OR DEGREASE PARTS. HYDROCHLORIC ACID, A SOLUTION WITH A LOW PH, IS CAUSTIC SOLUTION WITH A HIGH PH, IS OFTEN USED BY INDUSTRIES TO CLEAN CONSIDERED TO BE A CORROSIVE HAZARDOUS WASTE. SODIUM HYDROXIDE, A A WASTE WHICH HAS A PH OF LESS THAN 2 OR GREATER THAN 12.5 ISWaste name: D002Waste code: METREX RESEARCH LABORATORY (Continued) 1000411520 TC3792623.2s Page 61 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 968Comp Number: Not reportedStatus: SWEEPS UST: Stock InventorLeak Detection: .27 inchesTank Construction: UNLEADEDType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1983Year Installed: 002Container Num: 003Tank Num: Stock InventorLeak Detection: 12 gaugeTank Construction: WASTE OILType of Fuel: WASTETank Used for: 00000550Tank Capacity: 1983Year Installed: 003Container Num: 002Tank Num: Stock InventorLeak Detection: .27 inchesTank Construction: UNLEADEDType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1983Year Installed: 001Container Num: 001Tank Num: ANAHEIM, CA 92802Owner City,St,Zip: 1515 S. MANCHESTEROwner Address: ODETICS, INC.Owner Name: 7147745000Telephone: JOHN CRESSEContact Name: 0003Total Tanks: MANUFACTURINGOther Type: OtherFacility Type: 00000008656Facility ID: STATERegion: HIST UST: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92802Mailing City,St,Zip: METREX RESEARCH LABORATORY (Continued) 1000411520 TC3792623.2s Page 62 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 4Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3679SIC Code: SCAir District Name: 42616Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: Not reportedNumber Of Tanks: LEADEDContent: WStg: M.V. FUELTank Use: 10000Capacity: Not reportedActv Date: 30-011-000968-000005Swrcb Tank Id: 77Owner Tank Id: ATank Status: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 968Comp Number: ActiveStatus: 2Number Of Tanks: REG UNLEADEDContent: WStg: M.V. FUELTank Use: 10000Capacity: Not reportedActv Date: 30-011-000968-000004Swrcb Tank Id: 77Owner Tank Id: ATank Status: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 968Comp Number: ActiveStatus: 1Number Of Tanks: JET FUELContent: PRODUCTStg: M.V. FUELTank Use: 500Capacity: Not reportedActv Date: 30-011-000968-000002Swrcb Tank Id: Not reportedOwner Tank Id: Not reportedTank Status: METREX RESEARCH LABORATORY (Continued)1000411520 TC3792623.2s Page 63 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Part. Matter 10 Micrometers & Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: METREX RESEARCH LABORATORY (Continued) 1000411520 Stock InventorLeak Detection: Not reportedTank Construction: DIESELType of Fuel: PRODUCTTank Used for: 00000550Tank Capacity: Not reportedYear Installed: 1Container Num: 001Tank Num: ANAHEIM, CA 92805Owner City,St,Zip: 200 SOUTH ANAHEIM BOULEVARD, SOwner Address: CITY OF ANAHEIM-DEPARTMENT OFOwner Name: 7149995140Telephone: BOB BLYTHEContact Name: 0001Total Tanks: FIRE STATIONOther Type: OtherFacility Type: 00000056384Facility ID: STATERegion: HIST UST: 1016 ft. Site 2 of 2 in cluster C 0.192 mi. Relative: Higher Actual: 144 ft. 1/8-1/4 ANAHEIM, CA 92805 SE 1563 S MANCHESTER AVE N/A C14 HIST USTFIRE STATION #3 U001578747 Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (530) 544-6511Contact telephone: USContact country: FRISCO, CO 80443 P O BOX 4200Contact address: JOSE OLIVARESContact: FRISCO, CO 80443 P O BOX 4200Mailing address: CAR000018770EPA ID: ANAHEIM, CA 92803 E SERVICE AREA 1313 S HARBOR BLVD TRAILER NOFacility address: SHARPSHOOTER SPECTRUM IMAGINGFacility name: 01/27/2000Date form received by agency: RCRA-SQG: 1248 ft. 0.236 mi. Relative: Higher Actual: 150 ft. 1/8-1/4 ANAHEIM, CA 92803 NW 1313 S HARBOR BLVD TRAILER NO CAR000018770 15 RCRA-SQGSHARPSHOOTER SPECTRUM IMAGING 1001195311 TC3792623.2s Page 64 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation No violations foundViolation Status: SILVERWaste name: D011Waste code: Not DefinedWaste name: D000Waste code: Hazardous Waste Summary: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (800) 742-7742Owner/operator telephone: Not reportedOwner/operator country: FRISCO, CO 80443 P O BOX 4200Owner/operator address: PAUL LAINEOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of SHARPSHOOTER SPECTRUM IMAGING (Continued) 1001195311 200 S ANAHEIM BLVDMailing Address: Not reportedMail To: 7127721755Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30016257Facility ID: CA FID UST: 1311 ft. 0.248 mi. Relative: Lower Actual: 142 ft. 1/8-1/4 ANAHEIM, CA 92802 SE SWEEPS UST1580 S CLEMENTINE N/A 16 CA FID USTANAHEIM FIRE STATION # 3 S101589502 TC3792623.2s Page 65 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1Number Of Tanks: DIESELContent: PStg: M.V. FUELTank Use: 1000Capacity: 07-17-92Actv Date: 30-011-005823-000001Swrcb Tank Id: Not reportedOwner Tank Id: ATank Status: 12-31-88Created Date: 07-17-92Action Date: 07-17-92Referral Date: Not reportedBoard Of Equalization: 4Number: 5823Comp Number: ActiveStatus: SWEEPS UST: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92802Mailing City,St,Zip: Not reportedMailing Address 2: ANAHEIM FIRE STATION # 3 (Continued) S101589502 33.82284Latitude: School DistrictFunding: NORestricted Use: 10/31/2001Status Date: No Further ActionStatus: Not reportedSpecial Program Status: 34Senate: 69Assembly: 404118Site Code: Southern California Schools & Brownfields OutreachDivision Branch: Javier HinojosaSupervisor: Greg NealProject Manager: DTSC - Site Cleanup ProgramLead Agency Description: SMBRPLead Agency: SMBRPCleanup Oversight Agencies: NONational Priorities List: 1.78Acres: NONE SPECIFIEDSite Mgmt. Req.: SchoolSite Type Detail: School InvestigationSite Type: 30880002Facility ID: SCH: 1471 ft. Site 1 of 2 in cluster D 0.279 mi. Relative: Higher Actual: 147 ft. 1/4-1/2 ANAHEIM, CA 92805 ENE ENVIROSTOR126/132/138/144/150/WEST GUINIDA LANE N/A D17 SCHREVERE SCHOOL EXPANSION S105628714 TC3792623.2s Page 66 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedFuture Area Name: required at this site, and approved the PEA. concurred that no further environmental investigation or cleanup was human health or the environment under any land use. Therefore, DTSC occurring hazardous material indicated at the site pose threat to release of hazardous material, nor the presence of naturally the information presented in the PEA, neither an actual a potential DTSC approved the Preliminary Endangerment Assessment (PEA). Based onComments: 10/31/2001Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: an agreement with DTSC and ACSD. activities (if needed) after the PEA would be conducted pursuant to Anaheim City School District (ACSD). Any subsequent cleanup under DTSC’s oversight pursuant to an agreement between DTSC and the Endangerment Assessment (PEA) is required. The PEA will be conducted Environmental Assessment and has determined that a Preliminary DTSC’s Site Mitigation Program completed review of a Phase I Substances Control (DTSC) and the California Department of Education, Phase I - Pursuant to an agreement between the Department of ToxicComments: 07/07/2000Completed Date: Phase 1Completed Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Revere Expansion site. oversight for a Preliminary Endangerment Assessment for the proposed HSA-A 00/01-158) with Anaheim City School District to provide DTSC entered into an Environmental Oversight Agreement (Docket NumberComments: 01/30/2001Completed Date: Environmental Oversight AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: CRU Memo Completed.Comments: 06/19/2007Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30880002Alias Name: Project Code (Site Code)Alias Type: 404118Alias Name: Alternate NameAlias Type: REVERE SCHOOL EXPANSIONAlias Name: Alternate NameAlias Type: ANAHEIM CITY SCHOOL DISTRICTAlias Name: SOILPotential Description: 40001-NO, 30013-NOConfirmed COC: Asbestos Containing Materials (ACM, LeadPotential COC: RESIDENTIAL AREAPast Use: NONE SPECIFIEDAPN: -117.8990Longitude: REVERE SCHOOL EXPANSION (Continued) S105628714 TC3792623.2s Page 67 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation DTSC entered into an Environmental Oversight Agreement (Docket NumberComments: 01/30/2001Completed Date: Environmental Oversight AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: CRU Memo Completed.Comments: 06/19/2007Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30880002Alias Name: Project Code (Site Code)Alias Type: 404118Alias Name: Alternate NameAlias Type: REVERE SCHOOL EXPANSIONAlias Name: Alternate NameAlias Type: ANAHEIM CITY SCHOOL DISTRICTAlias Name: SOILPotential Description: Asbestos Containing Materials (ACM, Lead, 40001-NO, 30013-NOConfirmed COC: Asbestos Containing Materials (ACM, LeadPotential COC: RESIDENTIAL AREAPast Use: NONE SPECIFIEDAPN: -117.8990Longitude: 33.82284Latitude: School DistrictFunding: NONE SPECIFIEDSite Mgmt. Req.: NORestricted Use: 10/31/2001Status Date: No Further ActionStatus: Not reportedSpecial Program: 34Senate: 69Assembly: 404118Site Code: 30880002Facility ID: Southern California Schools & Brownfields OutreachDivision Branch: Javier HinojosaSupervisor: Greg NealProgram Manager: SMBRPLead Agency: SMBRPRegulatory Agencies: NONPL: 1.78Acres: SchoolSite Type Detailed: School InvestigationSite Type: ENVIROSTOR: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: REVERE SCHOOL EXPANSION (Continued)S105628714 TC3792623.2s Page 68 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: required at this site, and approved the PEA. concurred that no further environmental investigation or cleanup was human health or the environment under any land use. Therefore, DTSC occurring hazardous material indicated at the site pose threat to release of hazardous material, nor the presence of naturally the information presented in the PEA, neither an actual a potential DTSC approved the Preliminary Endangerment Assessment (PEA). Based onComments: 10/31/2001Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: an agreement with DTSC and ACSD. activities (if needed) after the PEA would be conducted pursuant to Anaheim City School District (ACSD). Any subsequent cleanup under DTSC’s oversight pursuant to an agreement between DTSC and the Endangerment Assessment (PEA) is required. The PEA will be conducted Environmental Assessment and has determined that a Preliminary DTSC’s Site Mitigation Program completed review of a Phase I Substances Control (DTSC) and the California Department of Education, Phase I - Pursuant to an agreement between the Department of ToxicComments: 07/07/2000Completed Date: Phase 1Completed Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Revere Expansion site. oversight for a Preliminary Endangerment Assessment for the proposed HSA-A 00/01-158) with Anaheim City School District to provide REVERE SCHOOL EXPANSION (Continued) S105628714 Greg NealProject Manager: * DTSCLead Agency Description: DTSCLead Agency: DTSCCleanup Oversight Agencies: NONational Priorities List: 2Acres: NONE SPECIFIEDSite Mgmt. Req.: SchoolSite Type Detail: School InvestigationSite Type: 30880005Facility ID: SCH: 1471 ft. Site 2 of 2 in cluster D 0.279 mi. Relative: Higher Actual: 147 ft. 1/4-1/2 ANAHEIM, CA 92805 ENE ENVIROSTOR126/132/138/144/150 WEST GUINIDA LANE N/A D18 SCH1400 S107735765 TC3792623.2s Page 69 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation DTSCRegulatory Agencies: NONPL: 2Acres: SchoolSite Type Detailed: School InvestigationSite Type: ENVIROSTOR: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 08/04/2004Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 10/31/2001Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30880005Alias Name: Project Code (Site Code)Alias Type: 404327Alias Name: Project Code (Site Code)Alias Type: 404118Alias Name: Alternate NameAlias Type: ANAHEIM CITY SD-REVERE SCHOOL EXPANSIONAlias Name: Alternate NameAlias Type: ANAHEIM CITY SD-REVERE SCH EXPAN./CDEAlias Name: NMAPotential Description: 31000-NOConfirmed COC: NONE SPECIFIED, No Contaminants foundPotential COC: RESIDENTIAL AREAPast Use: NONE SPECIFIEDAPN: -117.9071Longitude: 33.81419Latitude: School DistrictFunding: NORestricted Use: 08/04/2004Status Date: No Further ActionStatus: Not reportedSpecial Program Status: 34Senate: 69Assembly: 404327Site Code: Southern California Schools & Brownfields OutreachDivision Branch: Javier HinojosaSupervisor: 1400 (Continued)S107735765 TC3792623.2s Page 70 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 08/04/2004Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 10/31/2001Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30880005Alias Name: Project Code (Site Code)Alias Type: 404327Alias Name: Project Code (Site Code)Alias Type: 404118Alias Name: Alternate NameAlias Type: ANAHEIM CITY SD-REVERE SCHOOL EXPANSIONAlias Name: Alternate NameAlias Type: ANAHEIM CITY SD-REVERE SCH EXPAN./CDEAlias Name: NMAPotential Description: NONE SPECIFIED, No Contaminants found, 31000-NOConfirmed COC: NONE SPECIFIED, No Contaminants foundPotential COC: RESIDENTIAL AREAPast Use: NONE SPECIFIEDAPN: -117.9071Longitude: 33.81419Latitude: School DistrictFunding: NONE SPECIFIEDSite Mgmt. Req.: NORestricted Use: 08/04/2004Status Date: No Further ActionStatus: Not reportedSpecial Program: 34Senate: 69Assembly: 404327Site Code: 30880005Facility ID: Southern California Schools & Brownfields OutreachDivision Branch: Javier HinojosaSupervisor: Greg NealProgram Manager: DTSCLead Agency: 1400 (Continued)S107735765 TC3792623.2s Page 71 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 03/20/1998Status Date: Open - Site AssessmentStatus: T0605902163Global Id: 03/20/1998Status Date: Open - Case Begin DateStatus: T0605902163Global Id: 08/26/1998Status Date: Completed - Case ClosedStatus: T0605902163Global Id: Status History: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605902163Global Id: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITY LOPOrganization Name: RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605902163Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: DieselPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083003182TRB Case Number: ANAHEIM CITY LOPLocal Agency: UNKCase Worker: ANAHEIM CITY LOPLead Agency: 08/26/1998Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.9099576Longitude: 33.8073756Latitude: T0605902163Global Id: STATERegion: LUST: 1632 ft. Site 1 of 2 in cluster E 0.309 mi. Relative: Lower Actual: 140 ft. 1/4-1/2 ANAHEIM, CA 92802 SSE 1680 S CLEMENTINE ST N/A E19 LUSTANAHEIM FIRE STATION #3, FRMER S109284655 TC3792623.2s Page 72 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Closure/No Further Action LetterAction: 08/26/1998Date: ENFORCEMENTAction Type: T0605902163Global Id: Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605902163Global Id: Closure/No Further Action LetterAction: 08/26/1998Date: ENFORCEMENTAction Type: T0605902163Global Id: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605902163Global Id: Regulatory Activities: ANAHEIM FIRE STATION #3, FRMER (Continued) S109284655 Not reportedRemed Plan: Not reportedPollution Char: Not reportedWorkplan: 8/26/1998Close Date: Not reportedEnforcement Date: 3/20/1998Discover Date: Not reportedPrelim Assess: 3/20/1998Review Date: 6/29/1998Enter Date: Not reportedHow Stopped Date: T0605902163Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: CLOSEnf Type: KATELLACross Street: Not reportedAbate Method: Not reportedQty Leaked: DieselSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083003182TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 1632 ft. Site 2 of 2 in cluster E 0.309 mi. Relative: Lower Actual: 140 ft. 1/4-1/2 ANAHEIM, CA 92802 SSE 1680 CLEMENTINE ST N/A E20 LUSTANAHEIM FIRE STATION #3, FRMER S103943459 TC3792623.2s Page 73 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: UNKStaff Initials: NOMStaff: *MTBE Class: MTBE Detected. Site tested for MTBE & MTBE detectedMTBE Tested: 0MTBE Fuel: .4Max MTBE Soil: 1MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9099298Longitude: 33.805895Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: =Soil Qualifies: Not reportedGW Qualifies: 6/29/1998Enter Date: Not reportedMonitoring: Not reportedRemed Action: ANAHEIM FIRE STATION #3, FRMER (Continued) S103943459 Not reportedSaturday Hours Of Operation: Not reportedFriday Hours Of Operation: Not reportedThursday Hours Of Operation: 9:00 am - 5:00 pmWednesday Hours Of Operation: Not reportedTuesday Hours Of Operation: Not reportedMonday Hours Of Operation: N/AAgency: YBimetal: YPlastic: YGlass: YAluminium: 10/01/2012Operation Begin Date: NRural: NGrand Father: (714) 465-6732Phone Number: Not reportedWebsite: 92704Mailing Zip Code: CAMailing State: Santa AnaMailing City: 1138 S Shawnee DrMailing Address: RC169959.001Cert Id: 169959Reg Id: SWRCY: 1687 ft. Site 1 of 4 in cluster F 0.320 mi. Relative: Higher Actual: 148 ft. 1/4-1/2 ANAHEIM, CA 92805 East 1459 S ANAHEIM BLVD N/A F21 SWRCYSANCHEZ RECYCLING INC S107869743 TC3792623.2s Page 74 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOperation End Date: N/AAgency Reg ID: Sanchez Recycling IncOrganization Name: 151764Organization ID: OperationalCert Status: Not reportedSunday Hours Of Operation: SANCHEZ RECYCLING INC (Continued) S107869743 Not reportedOperation End Date: N/AAgency Reg ID: Juan Bautista RecyclingOrganization Name: 18774Organization ID: OperationalCert Status: 10:00 am - 3:00 pmSunday Hours Of Operation: 10:00 am - 5:00 pmSaturday Hours Of Operation: 10:00 am - 5:00 pmFriday Hours Of Operation: 10:00 am - 5:00 pmThursday Hours Of Operation: 10:00 am - 5:00 pmWednesday Hours Of Operation: CLOSEDTuesday Hours Of Operation: 10:00 am - 5:00 pmMonday Hours Of Operation: N/AAgency: YBimetal: YPlastic: YGlass: YAluminium: 10/21/1999Operation Begin Date: NRural: NGrand Father: Not reportedPhone Number: Not reportedWebsite: 92842Mailing Zip Code: CAMailing State: Garden GroveMailing City: P O Box 1932Mailing Address: RC10082Cert Id: 24916Reg Id: SWRCY: 1740 ft. Site 2 of 4 in cluster F 0.330 mi. Relative: Higher Actual: 148 ft. 1/4-1/2 ANAHEIM, CA 92805 East 1440 S ANAHEIM BLVD STE I-60 N/A F22 SWRCYB J RECYCLING S110656452 083001634TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: CORTESE: 1758 ft. Site 3 of 4 in cluster F 0.333 mi. Relative: Higher Actual: 148 ft. 1/4-1/2 ANAHEIM, CA 92805 East LUST1460 ANAHEIM N/A F23 HIST CORTESEANIK STOP S102424019 TC3792623.2s Page 75 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation GASOLINE AND DIESEL CONTAMINATION PRESENT IN THE SOIL.Summary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: PAHStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9061508Longitude: 33.8121009Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 9/16/1990Enter Date: Not reportedMonitoring: Not reportedRemed Action: Not reportedRemed Plan: Not reportedPollution Char: Not reportedWorkplan: 2/1/1991Close Date: Not reportedEnforcement Date: 7/3/1990Discover Date: Not reportedPrelim Assess: 10/20/1989Review Date: 9/16/1990Enter Date: Not reportedHow Stopped Date: T0605901242Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: CLOSEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083001634TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: ANIK STOP (Continued)S102424019 TC3792623.2s Page 76 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 10/20/1989Status Date: Open - Site AssessmentStatus: T0605901242Global Id: 10/20/1989Status Date: Open - Case Begin DateStatus: T0605901242Global Id: 02/01/1991Status Date: Completed - Case ClosedStatus: T0605901242Global Id: Status History: Not reportedPhone Number: phannon@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: PATRICIA HANNONContact Name: Regional Board CaseworkerContact Type: T0605901242Global Id: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITY LOPOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605901242Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083001634TRB Case Number: ANAHEIM CITY LOPLocal Agency: ROWCase Worker: ANAHEIM CITY LOPLead Agency: 02/01/1991Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.9062486Longitude: 33.8121759Latitude: T0605901242Global Id: STATERegion: LUST: 1758 ft. Site 4 of 4 in cluster F 0.333 mi. Relative: Higher Actual: 148 ft. 1/4-1/2 ANAHEIM, CA 92805 East HIST UST1460 S ANAHEIM BLVD N/A F24 LUSTADVANCED AUTOMOTIVE U001578714 TC3792623.2s Page 77 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 00005000Tank Capacity: Not reportedYear Installed: 3Container Num: 003Tank Num: VisualLeak Detection: Not reportedTank Construction: REGULARType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: Not reportedYear Installed: 2Container Num: 002Tank Num: VisualLeak Detection: Not reportedTank Construction: UNLEADEDType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: Not reportedYear Installed: 1Container Num: 001Tank Num: LOS ANGELES, CA 90025Owner City,St,Zip: 1990 WESTWOOD BLVD.Owner Address: LEDERER ANAHEIM, LTD.Owner Name: 2134706380Telephone: Not reportedContact Name: 0003Total Tanks: Not reportedOther Type: Gas StationFacility Type: 00000014772Facility ID: STATERegion: HIST UST: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605901242Global Id: Closure/No Further Action LetterAction: 02/01/1991Date: ENFORCEMENTAction Type: T0605901242Global Id: Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605901242Global Id: Closure/No Further Action LetterAction: 02/01/1991Date: ENFORCEMENTAction Type: T0605901242Global Id: Regulatory Activities: ADVANCED AUTOMOTIVE (Continued) U001578714 TC3792623.2s Page 78 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation VisualLeak Detection: Not reportedTank Construction: DIESELType of Fuel: PRODUCTTank Used for: ADVANCED AUTOMOTIVE (Continued) U001578714 -117.9061108Longitude: 33.8101039Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 12/15/1990Enter Date: Not reportedMonitoring: Not reportedRemed Action: Not reportedRemed Plan: Not reportedPollution Char: Not reportedWorkplan: 3/25/1992Close Date: Not reportedEnforcement Date: 10/18/1990Discover Date: Not reportedPrelim Assess: 10/18/1990Review Date: 12/15/1990Enter Date: Not reportedHow Stopped Date: T0605901265Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: CLOSEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: Waste OilSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083001679TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 083001679TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: CORTESE: 1762 ft. Site 1 of 2 in cluster G 0.334 mi.SWEEPS UST Relative: Higher Actual: 148 ft. 1/4-1/2 CA FID USTANAHEIM, CA 92805 ESE LUST1601 S ANAHEIM BLVD N/A G25 HIST CORTESEWONDRIES TOYOTA OF ANAHEIM S101589312 TC3792623.2s Page 79 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveStatus: 3Number Of Tanks: JET FUELContent: PStg: M.V. FUELTank Use: 550Capacity: Not reportedActv Date: 30-011-001928-000001Swrcb Tank Id: 443Owner Tank Id: ATank Status: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 1928Comp Number: ActiveStatus: SWEEPS UST: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92805Mailing City,St,Zip: Not reportedMailing Address 2: 902 VAN NESS AVEMailing Address: Not reportedMail To: 7146352050Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30005889Facility ID: CA FID UST: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: Not reportedStaff Initials: CABStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: WONDRIES TOYOTA OF ANAHEIM (Continued)S101589312 TC3792623.2s Page 80 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedNumber Of Tanks: JET FUELContent: WStg: M.V. FUELTank Use: 550Capacity: Not reportedActv Date: 30-011-001928-000008Swrcb Tank Id: 443Owner Tank Id: ATank Status: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 1928Comp Number: ActiveStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: WStg: M.V. FUELTank Use: 2000Capacity: Not reportedActv Date: 30-011-001928-000005Swrcb Tank Id: 443Owner Tank Id: ATank Status: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 1928Comp Number: WONDRIES TOYOTA OF ANAHEIM (Continued) S101589312 Not reportedSite History: Waste Oil / Motor / Hydraulic / LubricatingPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083001679TRB Case Number: ANAHEIM CITY LOPLocal Agency: RMCase Worker: ANAHEIM CITY LOPLead Agency: 03/25/1992Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.9060959Longitude: 33.8088042Latitude: T0605901265Global Id: STATERegion: LUST: 1762 ft. Site 2 of 2 in cluster G 0.334 mi. Relative: Higher Actual: 148 ft. 1/4-1/2 Orange Co. Industrial SiteANAHEIM, CA 92805 ESE HIST UST1601 S ANAHEIM BLVD N/A G26 LUSTANAHEIM TOYOTA 1000240276 TC3792623.2s Page 81 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605901265Global Id: File reviewAction: 09/03/2013Date: ENFORCEMENTAction Type: T0605901265Global Id: Closure/No Further Action LetterAction: 03/25/1992Date: ENFORCEMENTAction Type: T0605901265Global Id: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605901265Global Id: Regulatory Activities: 10/18/1990Status Date: Open - Site AssessmentStatus: T0605901265Global Id: 10/18/1990Status Date: Open - Case Begin DateStatus: T0605901265Global Id: 03/25/1992Status Date: Completed - Case ClosedStatus: T0605901265Global Id: Status History: 9517824495Phone Number: cbernhardt@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: CARL BERNHARDTContact Name: Regional Board CaseworkerContact Type: T0605901265Global Id: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITY LOPOrganization Name: RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605901265Global Id: Contact: Click here to access the California GeoTracker records for this facility: ANAHEIM TOYOTA (Continued)1000240276 TC3792623.2s Page 82 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PAINT / STAIN / THINNER WASTEReleased Chemical: Closed pre 1994, file review required to determine closure typeClosure Type: CLOSED 10/20/1992Current Status: RO0000356Record ID: ORANGERegion: 92IC011Case ID: Orange Co. Industrial Site: VisualLeak Detection: Not reportedTank Construction: WASTE OILType of Fuel: WASTETank Used for: 00000000Tank Capacity: Not reportedYear Installed: 3Container Num: 003Tank Num: VisualLeak Detection: Not reportedTank Construction: WASTE OILType of Fuel: WASTETank Used for: 00000000Tank Capacity: Not reportedYear Installed: 2Container Num: 002Tank Num: Visual, Stock InventorLeak Detection: Not reportedTank Construction: UNLEADEDType of Fuel: PRODUCTTank Used for: 00002000Tank Capacity: Not reportedYear Installed: 1Container Num: 001Tank Num: ANAHEIM, CA 92805Owner City,St,Zip: 1601 SO. ANAHEIM BLVD.Owner Address: C.A.M.T. INC.Owner Name: 7146352050Telephone: BERNIE EMMERICHContact Name: 0003Total Tanks: AUTO DEALEROther Type: OtherFacility Type: 00000053742Facility ID: STATERegion: HIST UST: ANAHEIM TOYOTA (Continued)1000240276 TC3792623.2s Page 83 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation T0605901763Global Id: 07/15/1996Status Date: Open - RemediationStatus: T0605901763Global Id: 12/08/1993Status Date: Open - Case Begin DateStatus: T0605901763Global Id: 12/11/2002Status Date: Completed - Case ClosedStatus: T0605901763Global Id: Status History: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605901763Global Id: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITY LOPOrganization Name: RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605901763Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083002482TRB Case Number: ANAHEIM CITY LOPLocal Agency: RMCase Worker: ANAHEIM CITY LOPLead Agency: 12/11/2002Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.914717Longitude: 33.817705Latitude: T0605901763Global Id: STATERegion: LUST: 1989 ft. Site 1 of 5 in cluster H 0.377 mi. Relative: Higher Actual: 147 ft. 1/4-1/2 ANAHEIM, CA 92805 NNW 1200 S HARBOR BLVD N/A H27 LUSTG & M OIL #8 (AKA HOYER CHEVRON) S103625304 TC3792623.2s Page 84 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605901763Global Id: File reviewAction: 08/13/2013Date: ENFORCEMENTAction Type: T0605901763Global Id: Closure/No Further Action LetterAction: 12/11/2002Date: ENFORCEMENTAction Type: T0605901763Global Id: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605901763Global Id: Regulatory Activities: 04/05/1994Status Date: Open - Site AssessmentStatus: T0605901763Global Id: 02/24/1994Status Date: Open - Site AssessmentStatus: G & M OIL #8 (AKA HOYER CHEVRON) (Continued) S103625304 4/5/1994Review Date: 8/29/1994Enter Date: Not reportedHow Stopped Date: T0605901763Global ID: UNKLeak Source: UNKLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083002482TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 1989 ft. Site 2 of 5 in cluster H 0.377 mi. Relative: Higher Actual: 147 ft. 1/4-1/2 ANAHEIM, CA 92805 NNW 1200 HARBOR BLVD N/A H28 LUSTG & M OIL #8 (AKA HOYER CHEVRON) S106387343 TC3792623.2s Page 85 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 92713-9772 ERIK FRIESS, OF NOSSAMAN, GUTHNER, KNOX & ELLIOTT, P.O BOX 19772, IRVINE, CA MAN.,15402 ELECTRONIC LN, HUNTINGTON BEACH, CA 92649. ATTORNEY FOR HOYER: K. PROPOSING VES NOT OWNED BY CHEVRON, ADDTL. RP:MR. R. T. OTJEN, GEN.Summary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: RMStaff Initials: NOMStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9151992Longitude: 33.8179557Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 8/29/1994Enter Date: Not reportedMonitoring: Not reportedRemed Action: 7/15/1996Remed Plan: 2/24/1994Pollution Char: Not reportedWorkplan: 12/11/2002Close Date: Not reportedEnforcement Date: 12/8/1993Discover Date: Not reportedPrelim Assess: G & M OIL #8 (AKA HOYER CHEVRON) (Continued) S106387343 ANAHEIM, CA 92806 1321 AUTO CENTER DRContact address: WALTER CADMANContact: CAD981376791EPA ID: ANAHEIM, CA 92805 1300 S ANAHEIM BLVDFacility address: HARDIN OLDSMOBILE & HONDA, INCFacility name: 09/28/2000Date form received by agency: RCRA NonGen / NLR: EMI HAZNET SWEEPS UST HIST UST 2092 ft.CA FID UST 0.396 mi.LUST Relative: Higher Actual: 150 ft. 1/4-1/2 HIST CORTESEANAHEIM, CA 92805 NE FINDS1300 S ANAHEIM BLVD CAD981376791 29 RCRA NonGen / NLRHARDIN OLDSMOBILE & HONDA, INC 1000189292 TC3792623.2s Page 86 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation FINDS: State Contractor/GranteeEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 07/07/1994Evaluation date: Evaluation Action Summary: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: VICTOR K HARDINOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: Other land typeLand type: 09EPA Region: Not reportedContact email: (714) 635-2020Contact telephone: USContact country: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC3792623.2s Page 87 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SANTA ANA RWQCB (REGION 8)Organization Name: PATRICIA HANNONContact Name: Regional Board CaseworkerContact Type: T0605900774Global Id: 7144336011Phone Number: amartinez@ochca.comEmail: SANTA ANACity: 1241 E. DYER ROAD SUITE 120Address: ORANGE COUNTY LOPOrganization Name: ANTHONY MARTINEZContact Name: Local Agency CaseworkerContact Type: T0605900774Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: Xylene, Waste Oil / Motor / Hydraulic / Lubricating, * SolventsPotential Contaminants of Concern: SoilPotential Media Affect: Local AgencyFile Location: 90UT001LOC Case Number: 083000975TRB Case Number: ORANGE COUNTY LOPLocal Agency: WJCase Worker: ORANGE COUNTY LOPLead Agency: 09/05/1990Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.9198256Longitude: 33.8526598Latitude: T0605900774Global Id: STATERegion: LUST: 083000975TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: CORTESE: CRITERIA AND HAZARDOUS AIR POLLUTANT INVENTORY corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource their precursors, as well as hazardous air pollutants (HAPs). on stationary and mobile sources that emit criteria air pollutants and The NEI (National Emissions Inventory) database contains information Environmental Interest/Information System 110009534799Registry ID: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC3792623.2s Page 88 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Regional Board CaseworkerContact Type: T0605916963Global Id: 7144336011Phone Number: amartinez@ochca.comEmail: SANTA ANACity: 1241 E. DYER ROAD SUITE 120Address: ORANGE COUNTY LOPOrganization Name: ANTHONY MARTINEZContact Name: Local Agency CaseworkerContact Type: T0605916963Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: Waste Oil / Motor / Hydraulic / LubricatingPotential Contaminants of Concern: SoilPotential Media Affect: Local AgencyFile Location: 88UT073LOC Case Number: Not reportedRB Case Number: ORANGE COUNTY LOPLocal Agency: WJCase Worker: ORANGE COUNTY LOPLead Agency: 08/04/1988Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.906633Longitude: 33.816198Latitude: T0605916963Global Id: STATERegion: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605900774Global Id: Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605900774Global Id: Regulatory Activities: 12/04/1989Status Date: Open - Case Begin DateStatus: T0605900774Global Id: 09/05/1990Status Date: Completed - Case ClosedStatus: T0605900774Global Id: Status History: Not reportedPhone Number: phannon@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC3792623.2s Page 89 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedPollution Char: Not reportedWorkplan: 9/5/1990Close Date: Not reportedEnforcement Date: 12/4/1989Discover Date: Not reportedPrelim Assess: Not reportedReview Date: Not reportedEnter Date: 9/9/9999How Stopped Date: T0605900774Global ID: UnknownLeak Source: UnknownLeak Cause: Close TankHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: 0Qty Leaked: 106423,12035Substance: Soil onlyCase Type: 90UT001Local Case Num: 083000975TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605916963Global Id: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605916963Global Id: Regulatory Activities: 03/24/1988Status Date: Open - Case Begin DateStatus: T0605916963Global Id: 08/04/1988Status Date: Completed - Case ClosedStatus: T0605916963Global Id: Status History: Not reportedPhone Number: phannon@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: PATRICIA HANNONContact Name: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC3792623.2s Page 90 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedPollution Char: Not reportedWorkplan: 8/4/1988Close Date: Not reportedEnforcement Date: 3/24/1988Discover Date: Not reportedPrelim Assess: Not reportedReview Date: Not reportedEnter Date: 9/9/9999How Stopped Date: T0605916963Global ID: UnknownLeak Source: UnknownLeak Cause: Close TankHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: 0Qty Leaked: Waste OilSubstance: Soil onlyCase Type: 88UT073Local Case Num: Not reportedCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: MUNBeneficial: Not reportedHydr Basin #: 30000LLocal Agency: Local AgencyLead Agency: WJStaff Initials: PAHStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9071159Longitude: 33.8158448Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: Not reportedEnter Date: Not reportedMonitoring: Not reportedRemed Action: Not reportedRemed Plan: HARDIN OLDSMOBILE & HONDA, INC (Continued)1000189292 TC3792623.2s Page 91 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation STUART HEISLERContact Name: 0004Total Tanks: NEW CAR DEALEROther Type: OtherFacility Type: 00000019377Facility ID: STATERegion: HIST UST: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92805Mailing City,St,Zip: Not reportedMailing Address 2: 1300 S ANAHEIMMailing Address: Not reportedMail To: 7146352020Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30001944Facility ID: CA FID UST: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: MUNBeneficial: Not reportedHydr Basin #: 30000LLocal Agency: Local AgencyLead Agency: WJStaff Initials: PAHStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: Not reportedLongitude: Not reportedLatitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: Not reportedEnter Date: Not reportedMonitoring: Not reportedRemed Action: Not reportedRemed Plan: HARDIN OLDSMOBILE & HONDA, INC (Continued)1000189292 TC3792623.2s Page 92 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation REG UNLEADEDContent: WStg: M.V. FUELTank Use: 2000Capacity: Not reportedActv Date: 30-011-001929-000019Swrcb Tank Id: 1411Owner Tank Id: ATank Status: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 1929Comp Number: ActiveStatus: SWEEPS UST: Not reportedLeak Detection: 12 gaugeTank Construction: Not reportedType of Fuel: WASTETank Used for: 00000500Tank Capacity: 1983Year Installed: 4Container Num: 004Tank Num: Not reportedLeak Detection: 12 gaugeTank Construction: WASTE OILType of Fuel: WASTETank Used for: 00000150Tank Capacity: 1964Year Installed: 3Container Num: 003Tank Num: NoneLeak Detection: 12 gaugeTank Construction: Not reportedType of Fuel: WASTETank Used for: 00000500Tank Capacity: 1982Year Installed: 2Container Num: 002Tank Num: VisualLeak Detection: 3/16 inchesTank Construction: UNLEADEDType of Fuel: PRODUCTTank Used for: 00002500Tank Capacity: 1964Year Installed: 1Container Num: 001Tank Num: ANAHEIM, CA 92805Owner City,St,Zip: 1300 S. ANAHEIM BLVD.Owner Address: HARDIN OLDSMOBILEOwner Name: 7146352020Telephone: HARDIN OLDSMOBILE & HONDA, INC (Continued)1000189292 TC3792623.2s Page 93 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedMailing Name: 7146352020Telephone: JAMIE TRUJILLO SERVICE MANAGERContact: CAD981376791Gepaid: 2004Year: OrangeFacility County: 0.1Tons: Disposal, OtherDisposal Method: Other organic solidsWaste Category: Not reportedTSD County: CAD044429835TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928050000Mailing City,St,Zip: 1321 AUTO CENTER DRMailing Address: Not reportedMailing Name: 7146352020Telephone: JAMIE TRUJILLO SERVICE MANAGERContact: CAD981376791Gepaid: 2004Year: HAZNET: Not reportedNumber Of Tanks: WASTE OILContent: WASTEStg: UNKNOWNTank Use: 500Capacity: Not reportedActv Date: 30-011-001929-000015Swrcb Tank Id: Not reportedOwner Tank Id: Not reportedTank Status: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 1929Comp Number: Not reportedStatus: 2Number Of Tanks: OTHERContent: WASTEStg: UNKNOWNTank Use: 500Capacity: Not reportedActv Date: 30-011-001929-000001Swrcb Tank Id: Not reportedOwner Tank Id: Not reportedTank Status: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 1929Comp Number: Not reportedStatus: 1Number Of Tanks: HARDIN OLDSMOBILE & HONDA, INC (Continued)1000189292 TC3792623.2s Page 94 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OrangeFacility County: 0.18Tons: Treatment, IncinerationDisposal Method: Other organic solidsWaste Category: Not reportedTSD County: UTD981552177TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928050000Mailing City,St,Zip: 1321 AUTO CENTER DRMailing Address: Not reportedMailing Name: 7146352020Telephone: JAMIE TRUJILLO SERVICE MANAGERContact: CAD981376791Gepaid: 2002Year: OrangeFacility County: 0.15Tons: RecyclerDisposal Method: Other organic solidsWaste Category: Not reportedTSD County: IND000646943TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928050000Mailing City,St,Zip: 1321 AUTO CENTER DRMailing Address: Not reportedMailing Name: 7146352020Telephone: JAMIE TRUJILLO SERVICE MANAGERContact: CAD981376791Gepaid: 2003Year: OrangeFacility County: 0.01Tons: Disposal, OtherDisposal Method: Other organic solidsWaste Category: Not reportedTSD County: CAD980884183TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928050000Mailing City,St,Zip: 1321 AUTO CENTER DRMailing Address: Not reportedMailing Name: 7146352020Telephone: JAMIE TRUJILLO SERVICE MANAGERContact: CAD981376791Gepaid: 2003Year: OrangeFacility County: 0.07Tons: Not reportedDisposal Method: Other organic solidsWaste Category: Not reportedTSD County: CAD980884183TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928050000Mailing City,St,Zip: 1321 AUTO CENTER DRMailing Address: HARDIN OLDSMOBILE & HONDA, INC (Continued)1000189292 TC3792623.2s Page 95 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 30County Code: 1995Year: 0Part. Matter 10 Micrometers & Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 6Reactive Organic Gases Tons/Yr: 7Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 1993Year: 0Part. Matter 10 Micrometers & Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5510SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 1990Year: 0Part. Matter 10 Micrometers & Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 5Reactive Organic Gases Tons/Yr: 5Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: 28 additional CA_HAZNET: record(s) in the EDR Site Report. Click this hyperlink while viewing on your computer to access HARDIN OLDSMOBILE & HONDA, INC (Continued)1000189292 TC3792623.2s Page 96 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 1998Year: 0Part. Matter 10 Micrometers & Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 4Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 1997Year: 0Part. Matter 10 Micrometers & Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 3Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 1996Year: 0Part. Matter 10 Micrometers & Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 6Reactive Organic Gases Tons/Yr: 7Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: HARDIN OLDSMOBILE & HONDA, INC (Continued)1000189292 TC3792623.2s Page 97 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 4Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 2001Year: 0Part. Matter 10 Micrometers & Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 4Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 2000Year: 0Part. Matter 10 Micrometers & Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 4Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 1999Year: 0Part. Matter 10 Micrometers & Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 3Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: HARDIN OLDSMOBILE & HONDA, INC (Continued)1000189292 TC3792623.2s Page 98 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Part. Matter 10 Micrometers & Smllr Tons/Yr: 0Particulate Matter Tons/Yr: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 ROWStaff Initials: CABStaff: *MTBE Class: MTBE Detected. Site tested for MTBE & MTBE detectedMTBE Tested: 1MTBE Fuel: .0071Max MTBE Soil: 2MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.915255Longitude: 33.81828533Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: =Soil Qualifies: Not reportedGW Qualifies: 3/13/1997Enter Date: Not reportedMonitoring: Not reportedRemed Action: Not reportedRemed Plan: 2/4/1997Pollution Char: Not reportedWorkplan: 3/26/2002Close Date: Not reportedEnforcement Date: 11/13/1996Discover Date: 11/13/1996Prelim Assess: 11/27/1995Review Date: 3/13/1997Enter Date: Not reportedHow Stopped Date: T0605902019Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: OMHow Discovered: Not reportedFunding: Not reportedEnf Type: HARBORCross Street: Not reportedAbate Method: Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083002949TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 2116 ft. Site 3 of 5 in cluster H 0.401 mi. Relative: Higher Actual: 147 ft. 1/4-1/2 ANAHEIM, CA 92805 NNW 519 BALL RD N/A H30 LUSTHARBOR AUTO CARE FACILITY S102532331 TC3792623.2s Page 99 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: HARBOR AUTO CARE FACILITY (Continued) S102532331 03/26/2002Status Date: Completed - Case ClosedStatus: T0605902019Global Id: Status History: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITY LOPOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605902019Global Id: 9517824495Phone Number: cbernhardt@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: CARL BERNHARDTContact Name: Regional Board CaseworkerContact Type: T0605902019Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083002949TRB Case Number: ANAHEIM CITY LOPLocal Agency: ROWCase Worker: ANAHEIM CITY LOPLead Agency: 03/26/2002Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.914993Longitude: 33.8182037Latitude: T0605902019Global Id: STATERegion: LUST: 2116 ft. Site 4 of 5 in cluster H 0.401 mi. Relative: Higher Actual: 147 ft. 1/4-1/2 ANAHEIM, CA 92805 NNW HIST UST519 W BALL RD N/A H31 LUSTDAH’S SERVICE CENTER U001578741 TC3792623.2s Page 100 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation #2Container Num: 002Tank Num: Stock InventorLeak Detection: Not reportedTank Construction: PREMIUMType of Fuel: PRODUCTTank Used for: 00006000Tank Capacity: Not reportedYear Installed: #1Container Num: 001Tank Num: ANAHEIM, CA 92802Owner City,St,Zip: 1560 S. HARBOR BLVD.Owner Address: TRAVELERS WORLDOwner Name: 7147748030Telephone: ADNAN EL DAHContact Name: 0004Total Tanks: Not reportedOther Type: Gas StationFacility Type: 00000046058Facility ID: STATERegion: HIST UST: Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605902019Global Id: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605902019Global Id: Closure/No Further Action LetterAction: 03/13/2002Date: ENFORCEMENTAction Type: T0605902019Global Id: Regulatory Activities: 02/04/1997Status Date: Open - Site AssessmentStatus: T0605902019Global Id: 11/13/1996Status Date: Open - Site AssessmentStatus: T0605902019Global Id: 11/27/1995Status Date: Open - Site AssessmentStatus: T0605902019Global Id: 11/27/1995Status Date: Open - Case Begin DateStatus: T0605902019Global Id: DAH’S SERVICE CENTER (Continued) U001578741 TC3792623.2s Page 101 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoneLeak Detection: Not reportedTank Construction: WASTE OILType of Fuel: WASTETank Used for: 00000500Tank Capacity: Not reportedYear Installed: 4Container Num: 004Tank Num: Stock InventorLeak Detection: Not reportedTank Construction: REGULARType of Fuel: PRODUCTTank Used for: 00009940Tank Capacity: Not reportedYear Installed: #3Container Num: 003Tank Num: Stock InventorLeak Detection: Not reportedTank Construction: UNLEADEDType of Fuel: PRODUCTTank Used for: 00009940Tank Capacity: Not reportedYear Installed: DAH’S SERVICE CENTER (Continued) U001578741 ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITY LOPOrganization Name: RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605982279Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: Other Groundwater (uses other than drinking water), SoilPotential Media Affect: Local AgencyFile Location: Not reportedLOC Case Number: 083003964TRB Case Number: ANAHEIM CITY LOPLocal Agency: ROWCase Worker: ANAHEIM CITY LOPLead Agency: 09/21/2011Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.915956Longitude: 33.818598Latitude: T0605982279Global Id: STATERegion: LUST: 2177 ft. Site 5 of 5 in cluster H 0.412 mi. Relative: Higher Actual: 147 ft. 1/4-1/2 ANAHEIM, CA 92805 NNW 601 BALL RD. W. N/A H32 LUSTSHELL OIL PRODUCTS US S105850447 TC3792623.2s Page 102 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Staff LetterAction: 05/19/2010Date: ENFORCEMENTAction Type: T0605982279Global Id: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605982279Global Id: Leak StoppedAction: 01/01/1950Date: OtherAction Type: T0605982279Global Id: Regulatory Activities: 03/27/2009Status Date: Open - Site AssessmentStatus: T0605982279Global Id: 05/26/2005Status Date: Open - Site AssessmentStatus: T0605982279Global Id: 11/03/2003Status Date: Open - Site AssessmentStatus: T0605982279Global Id: 08/04/2003Status Date: Open - Site AssessmentStatus: T0605982279Global Id: 05/23/2003Status Date: Open - Site AssessmentStatus: T0605982279Global Id: 02/26/2003Status Date: Open - Case Begin DateStatus: T0605982279Global Id: 09/21/2011Status Date: Completed - Case ClosedStatus: T0605982279Global Id: Status History: 9517824495Phone Number: cbernhardt@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: CARL BERNHARDTContact Name: Regional Board CaseworkerContact Type: T0605982279Global Id: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: SHELL OIL PRODUCTS US (Continued) S105850447 TC3792623.2s Page 103 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedClose Date: Not reportedEnforcement Date: 2/26/2003Discover Date: 11/3/2003Prelim Assess: Not reportedReview Date: Not reportedEnter Date: 2/26/2003How Stopped Date: T0605982279Global ID: UNKLeak Source: UNKLeak Cause: Other MeansHow Stopped: SASHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083003964TCase Number: Preliminary site assessment underwayFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: Other (Use Description Field)Action: 01/01/1950Date: REMEDIATIONAction Type: T0605982279Global Id: Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605982279Global Id: Clean Up Fund - Case Closure Review Summary Report (RSR)Action: 09/21/2011Date: ENFORCEMENTAction Type: T0605982279Global Id: Staff LetterAction: 04/22/2009Date: ENFORCEMENTAction Type: T0605982279Global Id: Staff LetterAction: 03/01/2011Date: ENFORCEMENTAction Type: T0605982279Global Id: State Water Board Closure OrderAction: 09/21/2011Date: ENFORCEMENTAction Type: T0605982279Global Id: SHELL OIL PRODUCTS US (Continued) S105850447 TC3792623.2s Page 104 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: Not reportedHydr Basin #: 30011Local Agency: Local AgencyLead Agency: SWStaff Initials: CABStaff: *MTBE Class: MTBE Detected. Site tested for MTBE & MTBE detectedMTBE Tested: 1MTBE Fuel: 15000Max MTBE Soil: 0MTBE Concentration: 41Max MTBE GW: 8/1/2003MTBE Date: 0Longitude: 0Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: =Soil Qualifies: =GW Qualifies: Not reportedEnter Date: Not reportedMonitoring: Not reportedRemed Action: Not reportedRemed Plan: Not reportedPollution Char: Not reportedWorkplan: SHELL OIL PRODUCTS US (Continued) S105850447 89UT143LOC Case Number: 083001070TRB Case Number: ORANGE COUNTY LOPLocal Agency: WJCase Worker: ORANGE COUNTY LOPLead Agency: 04/30/1990Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.9115006Longitude: 33.8133616Latitude: T0605900844Global Id: STATERegion: LUST: 083001070TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: CORTESE: 2210 ft. 0.419 mi. Relative: Higher Actual: 152 ft. 1/4-1/2 ANAHEIM, CA 92805 ENE LUST251 PALAIS N/A 33 HIST CORTESEJOHN PIERRE APPAREL S102431957 TC3792623.2s Page 105 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation GasolineSubstance: Soil onlyCase Type: 89UT143Local Case Num: 083001070TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605900844Global Id: Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605900844Global Id: Regulatory Activities: 08/02/1989Status Date: Open - Case Begin DateStatus: T0605900844Global Id: 04/30/1990Status Date: Completed - Case ClosedStatus: T0605900844Global Id: Status History: Not reportedPhone Number: phannon@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: PATRICIA HANNONContact Name: Regional Board CaseworkerContact Type: T0605900844Global Id: 7144336011Phone Number: amartinez@ochca.comEmail: SANTA ANACity: 1241 E. DYER ROAD SUITE 120Address: ORANGE COUNTY LOPOrganization Name: ANTHONY MARTINEZContact Name: Local Agency CaseworkerContact Type: T0605900844Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Local AgencyFile Location: JOHN PIERRE APPAREL (Continued) S102431957 TC3792623.2s Page 106 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: MUNBeneficial: Not reportedHydr Basin #: 30000LLocal Agency: Local AgencyLead Agency: WJStaff Initials: PAHStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9052698Longitude: 33.8137008Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: Not reportedEnter Date: Not reportedMonitoring: Not reportedRemed Action: Not reportedRemed Plan: Not reportedPollution Char: Not reportedWorkplan: 4/30/1990Close Date: Not reportedEnforcement Date: 8/2/1989Discover Date: Not reportedPrelim Assess: Not reportedReview Date: Not reportedEnter Date: 9/9/9999How Stopped Date: T0605900844Global ID: UnknownLeak Source: UnknownLeak Cause: Close TankHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: 0Qty Leaked: JOHN PIERRE APPAREL (Continued) S102431957 TC3792623.2s Page 107 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 08/11/1995Status Date: Open - Site AssessmentStatus: T0605901889Global Id: 08/07/1995Status Date: Open - Case Begin DateStatus: T0605901889Global Id: 07/28/1997Status Date: Completed - Case ClosedStatus: T0605901889Global Id: Status History: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITY LOPOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605901889Global Id: 9517824495Phone Number: cbernhardt@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: CARL BERNHARDTContact Name: Regional Board CaseworkerContact Type: T0605901889Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083002738TRB Case Number: ANAHEIM CITY LOPLocal Agency: ROWCase Worker: ANAHEIM CITY LOPLead Agency: 07/28/1997Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.908639Longitude: 33.818393Latitude: T0605901889Global Id: STATERegion: LUST: 2486 ft. Site 1 of 2 in cluster I 0.471 mi. Relative: Higher Actual: 152 ft. 1/4-1/2 ANAHEIM, CA 92806 NNE HIST UST107 W BALL RD N/A I34 LUSTBASSAM SHABAZ U001578831 TC3792623.2s Page 108 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation T0605940185Global Id: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITY LOPOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605940185Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083004030TRB Case Number: ANAHEIM CITY LOPLocal Agency: ROWCase Worker: ANAHEIM CITY LOPLead Agency: 08/15/2008Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.908733Longitude: 33.818466Latitude: T0605940185Global Id: STATERegion: Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605901889Global Id: Closure/No Further Action LetterAction: 07/28/1997Date: ENFORCEMENTAction Type: T0605901889Global Id: * No ActionAction: 08/12/2004Date: ENFORCEMENTAction Type: T0605901889Global Id: File reviewAction: 08/13/2013Date: ENFORCEMENTAction Type: T0605901889Global Id: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605901889Global Id: Regulatory Activities: BASSAM SHABAZ (Continued)U001578831 TC3792623.2s Page 109 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 001Tank Num: LOS ANGELES, CA 90017Owner City,St,Zip: 612 S. FLOWEWR STREETOwner Address: MOBIL OIL CORPORATIONOwner Name: 7145359822Telephone: Not reportedContact Name: 0004Total Tanks: Not reportedOther Type: Gas StationFacility Type: 00000039320Facility ID: STATERegion: HIST UST: Leak DiscoveryAction: 01/01/1950Date: OtherAction Type: T0605940185Global Id: Not reportedAction: 01/01/1950Date: REMEDIATIONAction Type: T0605940185Global Id: Closure/No Further Action LetterAction: 08/15/2008Date: ENFORCEMENTAction Type: T0605940185Global Id: Leak ReportedAction: 01/01/1950Date: OtherAction Type: T0605940185Global Id: Regulatory Activities: 06/12/2006Status Date: Open - Site AssessmentStatus: T0605940185Global Id: 05/18/2006Status Date: Open - Case Begin DateStatus: T0605940185Global Id: 08/15/2008Status Date: Completed - Case ClosedStatus: T0605940185Global Id: Status History: 9517824495Phone Number: cbernhardt@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: CARL BERNHARDTContact Name: Regional Board CaseworkerContact Type: BASSAM SHABAZ (Continued)U001578831 TC3792623.2s Page 110 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Stock InventorLeak Detection: Not reportedTank Construction: WASTE OILType of Fuel: WASTETank Used for: 00000280Tank Capacity: Not reportedYear Installed: 4Container Num: 004Tank Num: Stock InventorLeak Detection: Not reportedTank Construction: PREMIUMType of Fuel: PRODUCTTank Used for: 00005000Tank Capacity: Not reportedYear Installed: 3Container Num: 003Tank Num: Stock InventorLeak Detection: Not reportedTank Construction: REGULARType of Fuel: PRODUCTTank Used for: 00006000Tank Capacity: Not reportedYear Installed: 2Container Num: 002Tank Num: Stock InventorLeak Detection: Not reportedTank Construction: UNLEADEDType of Fuel: PRODUCTTank Used for: 00006000Tank Capacity: Not reportedYear Installed: 1Container Num: BASSAM SHABAZ (Continued)U001578831 Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083002738TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 083002738TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: CORTESE: 2497 ft. Site 2 of 2 in cluster I 0.473 mi. Relative: Higher Actual: 152 ft. 1/4-1/2 ANAHEIM, CA 92805 NNE LUST107 N/A I35 HIST CORTESE7 - ELEVEN STORE S104754860 TC3792623.2s Page 111 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: CABStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.908289Longitude: 33.8182087Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 12/15/1995Enter Date: Not reportedMonitoring: Not reportedRemed Action: Not reportedRemed Plan: Not reportedPollution Char: Not reportedWorkplan: 7/28/1997Close Date: Not reportedEnforcement Date: 8/7/1995Discover Date: Not reportedPrelim Assess: 8/11/1995Review Date: 12/15/1995Enter Date: Not reportedHow Stopped Date: T0605901889Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: NONEEnf Type: Not reportedCross Street: Not reportedAbate Method: 7 - ELEVEN STORE (Continued)S104754860 TC3792623.2s Page 112 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 5 gallonsAmount: Not reportedAdmin Agency: 6/6/93/18:00Incident Date: mobile oilAgency: 1993Year: Not reportedDate/Time: Not reportedOther: Not reportedMeasure: PETROLEUMType: Not reportedWhat Happened: Not reportedContainment: attendantCleanup By: Not reportedSpill Site: Not reportedWaterway: Not reportedWaterway Involved: Not reportedFacility Telephone: Not reportedComments: Not reportedReport Date: Not reportedReporting Officer Name/ID: Not reportedCompany Name: Not reportedCA/DOT/PUC/ICC Number: Not reportedVehicle Id Number: Not reportedVehicle State: Not reportedVehicle License Number: Not reportedVehicle Make/year: Not reportedOthers Number Of Fatalities: Not reportedOthers Number Of Injuries: Not reportedOthers Number Of Decontaminated: Not reportedResponding Agency Personel # Of Fatalities: Not reportedResponding Agency Personel # Of Injuries: Not reportedResp Agncy Personel # Of Decontaminated: Not reportedMore Than Two Substances Involved?: Not reportedSpecial Studies 6: Not reportedSpecial Studies 5: Not reportedSpecial Studies 4: Not reportedSpecial Studies 3: Not reportedSpecial Studies 2: Not reportedSpecial Studies 1: Not reportedProperty Management: Not reportedEstimated Temperature: Not reportedSurrounding Area: Not reportedTime Completed: Not reportedTime Notified: Not reportedAgency Incident Number: Not reportedAgency Id Number: Not reportedProperty Use: Not reportedDate Completed: Not reportedIncident Date: 06:50:00 PMOES Time: 6/6/1993OES Date: Not reportedOES notification: 28067OES Incident Number: CHMIRS: 2869 ft. 0.543 mi. Relative: Lower Actual: 132 ft. 1/2-1 ANAHEIM, CA SSW Notify 651800 SOUTH HARBOR N/A 36 CHMIRS S100179564 TC3792623.2s Page 113 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedReporting Officer Name/ID: Not reportedCompany Name: Not reportedCA/DOT/PUC/ICC Number: Not reportedVehicle Id Number: Not reportedVehicle State: Not reportedVehicle License Number: Not reportedVehicle Make/year: Not reportedOthers Number Of Fatalities: Not reportedOthers Number Of Injuries: Not reportedOthers Number Of Decontaminated: Not reportedResponding Agency Personel # Of Fatalities: Not reportedResponding Agency Personel # Of Injuries: Not reportedResp Agncy Personel # Of Decontaminated: Not reportedMore Than Two Substances Involved?: Not reportedSpecial Studies 6: Not reportedSpecial Studies 5: Not reportedSpecial Studies 4: Not reportedSpecial Studies 3: Not reportedSpecial Studies 2: Not reportedSpecial Studies 1: Not reportedProperty Management: Not reportedEstimated Temperature: Not reportedSurrounding Area: Not reportedTime Completed: Not reportedTime Notified: Not reportedAgency Incident Number: Not reportedAgency Id Number: Not reportedProperty Use: Not reportedDate Completed: Not reportedIncident Date: 06:50:00 PMOES Time: 6/6/1993OES Date: Not reportedOES notification: 28067OES Incident Number: drove off with nozzle in tankDescription: Not reportedNumber of Fatalities: Not reportedNumber of Injuries: Not reportedEvacuations: Not reportedUnknown: Not reportedTons: Not reportedSheen: Not reportedQuarts: Not reportedPints: Not reportedOunces: Not reportedLiters: Not reportedPounds: Not reportedGrams: Not reportedGallons: Not reportedCUFT: Not reportedCups: Not reportedBBLS: Not reportedQuantity Released: gasolineSubstance: Not reportedE Date: Not reportedSite Type: Not reportedContained: (Continued)S100179564 TC3792623.2s Page 114 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 90680Incident Description: Not reportedDischarge Date: Not reportedFacility Type: Not reportedBoard File Number: Not reportedStaff Initials: Not reportedDate Reported: Notify 65: drove off with nozzle in tankDescription: Not reportedNumber of Fatalities: Not reportedNumber of Injuries: Not reportedEvacuations: Not reportedUnknown: Not reportedTons: Not reportedSheen: Not reportedQuarts: Not reportedPints: Not reportedOunces: Not reportedLiters: Not reportedPounds: Not reportedGrams: Not reportedGallons: Not reportedCUFT: Not reportedCups: Not reportedBBLS: Not reportedQuantity Released: gasolineSubstance: Not reportedE Date: Not reportedSite Type: Not reportedContained: 5 gallonsAmount: Not reportedAdmin Agency: 6/6/93/18:00Incident Date: mobile oilAgency: 1993Year: Not reportedDate/Time: Not reportedOther: Not reportedMeasure: PETROLEUMType: Not reportedWhat Happened: Not reportedContainment: attendantCleanup By: Not reportedSpill Site: Not reportedWaterway: Not reportedWaterway Involved: Not reportedFacility Telephone: Not reportedComments: Not reportedReport Date: (Continued)S100179564 TC3792623.2s Page 115 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: SB 1248 Orange CountyComments: 02/20/2001Completed Date: SB 1248 NotificationCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30300130Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIED, NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.9009Longitude: 33.81163Latitude: Not ApplicableFunding: NONE SPECIFIEDSite Mgmt. Req.: NORestricted Use: 03/02/2001Status Date: Refer: 1248 Local AgencyStatus: Not reportedSpecial Program: 34Senate: 69Assembly: Not reportedSite Code: 30300130Facility ID: Cleanup CypressDivision Branch: Referred - Not AssignedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: EvaluationSite Type Detailed: EvaluationSite Type: ENVIROSTOR: 3197 ft. 0.605 mi. Relative: Higher Actual: 152 ft. 1/2-1 ANAHEIM, CA 92805 East 611 EAST CERRITOS AVENUE N/A 37 ENVIROSTORSILGAN PLASTICS CORPORATION S106797612 TC3792623.2s Page 116 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 90680Incident Description: Not reportedDischarge Date: Not reportedFacility Type: Not reportedBoard File Number: Not reportedStaff Initials: Not reportedDate Reported: Notify 65: 3511 ft. 0.665 mi. Relative: Lower Actual: 138 ft. 1/2-1 ANAHEIM, CA 90680 NW 1037 WEST BALL N/A 38 Notify 65#72 S100178848 TC3792623.2s Page 117 OR P H A N S U M M A R Y Ci t y ED R I D Si t e N a m e Si t e A d d r e s s Zip Database(s) Co u n t : 7 r e c o r d s . AN A H E I M S1 0 6 6 6 0 9 8 2 AN A H E I M A U T O A F F A I R 60 1 A N A H E I M 92805 LUST AN A H E I M 10 0 0 2 0 3 1 9 2 CR E E K P A R K S H E L L 15 8 0 9 I M P E R I A L H W Y RCRA-SQG, FINDS AN A H E I M S1 1 0 7 3 4 4 7 5 MA N C H E S T E R A F F O R D A B L E H O U S I N G NW C M A N C H E S T E R A V E & O R A N G E W O O 92802 NPDES AN A H E I M 20 0 5 7 0 8 7 0 1 59 0 E O R A N G E T H R O P E A V E N U E 59 0 E O R A N G E T H R O P E A V E N U E HMIRS AN A H E I M S1 0 9 3 4 9 4 0 3 PL A C E N T I A S T R E E T S W E E P E R T R A N S F E R S 15 6 1 N O R T H P L A C E N T I A A V E N U E SWF/LF AN A H E I M S1 0 5 0 2 2 5 1 3 OW L R O C K P R O D U C T S 24 0 0 0 S A N T A A N A C N Y N HIST CORTESE AN A H E I M 10 1 2 0 5 5 9 0 4 62 2 V E L A R E A V E N U E 62 2 V E L A R E A V E N U E US CDL TC 3 7 9 2 6 2 3 . 2 s P a g e 1 1 8 To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 04/26/2013 Date Data Arrived at EDR: 05/09/2013 Date Made Active in Reports: 07/10/2013 Number of Days to Update: 62 Source: EPA Telephone: N/A Last EDR Contact: 11/11/2013 Next Scheduled EDR Contact: 01/20/2014 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone: 214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone: 913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone: 303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone: 415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 04/26/2013 Date Data Arrived at EDR: 05/09/2013 Date Made Active in Reports: 07/10/2013 Number of Days to Update: 62 Source: EPA Telephone: N/A Last EDR Contact: 11/11/2013 Next Scheduled EDR Contact: 01/20/2014 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/15/1991 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: 202-564-4267 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned TC3792623.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal Delisted NPL site list DELISTED NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 04/26/2013 Date Data Arrived at EDR: 05/09/2013 Date Made Active in Reports: 07/10/2013 Number of Days to Update: 62 Source: EPA Telephone: N/A Last EDR Contact: 11/11/2013 Next Scheduled EDR Contact: 01/20/2014 Data Release Frequency: Quarterly Federal CERCLIS list CERCLIS: Comprehensive Environmental Response, Compensation, and Liability Information System CERCLIS contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). CERCLIS contains sites which are either proposed to or on the National Priorities List (NPL) and sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 04/26/2013 Date Data Arrived at EDR: 05/29/2013 Date Made Active in Reports: 08/09/2013 Number of Days to Update: 72 Source: EPA Telephone: 703-412-9810 Last EDR Contact: 11/11/2013 Next Scheduled EDR Contact: 12/09/2013 Data Release Frequency: Quarterly FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version: 07/31/2012 Date Data Arrived at EDR: 10/09/2012 Date Made Active in Reports: 12/20/2012 Number of Days to Update: 72 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 10/11/2013 Next Scheduled EDR Contact: 01/20/2014 Data Release Frequency: Varies Federal CERCLIS NFRAP site List CERCLIS-NFRAP: CERCLIS No Further Remedial Action Planned Archived sites are sites that have been removed and archived from the inventory of CERCLIS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list this site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. This decision does not necessarily mean that there is no hazard associated with a given site; it only means that, based upon available information, the location is not judged to be a potential NPL site. Date of Government Version: 04/26/2013 Date Data Arrived at EDR: 05/29/2013 Date Made Active in Reports: 08/09/2013 Number of Days to Update: 72 Source: EPA Telephone: 703-412-9810 Last EDR Contact: 11/11/2013 Next Scheduled EDR Contact: 12/09/2013 Data Release Frequency: Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. TC3792623.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 07/11/2013 Date Data Arrived at EDR: 08/08/2013 Date Made Active in Reports: 09/13/2013 Number of Days to Update: 36 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 10/02/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 07/11/2013 Date Data Arrived at EDR: 08/08/2013 Date Made Active in Reports: 09/13/2013 Number of Days to Update: 36 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 10/02/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Quarterly Federal RCRA generators list RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 07/11/2013 Date Data Arrived at EDR: 08/08/2013 Date Made Active in Reports: 09/13/2013 Number of Days to Update: 36 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 10/02/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Quarterly RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 07/11/2013 Date Data Arrived at EDR: 08/08/2013 Date Made Active in Reports: 09/13/2013 Number of Days to Update: 36 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 10/02/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Quarterly RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 07/11/2013 Date Data Arrived at EDR: 08/08/2013 Date Made Active in Reports: 09/13/2013 Number of Days to Update: 36 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 10/02/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Varies TC3792623.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal institutional controls / engineering controls registries US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 06/17/2013 Date Data Arrived at EDR: 06/21/2013 Date Made Active in Reports: 10/03/2013 Number of Days to Update: 104 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 09/10/2013 Next Scheduled EDR Contact: 12/23/2013 Data Release Frequency: Varies US INST CONTROL: Sites with Institutional Controls A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 06/17/2013 Date Data Arrived at EDR: 06/21/2013 Date Made Active in Reports: 10/03/2013 Number of Days to Update: 104 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 09/10/2013 Next Scheduled EDR Contact: 12/23/2013 Data Release Frequency: Varies LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 08/20/2013 Date Data Arrived at EDR: 08/23/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 70 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 11/18/2013 Next Scheduled EDR Contact: 03/03/2014 Data Release Frequency: Varies Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 12/31/2012 Date Data Arrived at EDR: 01/17/2013 Date Made Active in Reports: 02/15/2013 Number of Days to Update: 29 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 10/01/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Annually State- and tribal - equivalent NPL RESPONSE: State Response Sites Identifies confirmed release sites where DTSC is involved in remediation, either in a lead or oversight capacity. These confirmed release sites are generally high-priority and high potential risk. Date of Government Version: 09/05/2013 Date Data Arrived at EDR: 09/05/2013 Date Made Active in Reports: 10/10/2013 Number of Days to Update: 35 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 11/06/2013 Next Scheduled EDR Contact: 02/17/2014 Data Release Frequency: Quarterly State- and tribal - equivalent CERCLIS TC3792623.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ENVIROSTOR: EnviroStor Database The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. Date of Government Version: 09/05/2013 Date Data Arrived at EDR: 09/05/2013 Date Made Active in Reports: 10/10/2013 Number of Days to Update: 35 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 11/06/2013 Next Scheduled EDR Contact: 02/17/2014 Data Release Frequency: Quarterly State and tribal landfill and/or solid waste disposal site lists SWF/LF (SWIS): Solid Waste Information System Active, Closed and Inactive Landfills. SWF/LF records typically contain an inve ntory of solid waste disposal facilities or landfills. These may be active or i nactive facilities or open dumps that failed to meet RCRA Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 08/19/2013 Date Data Arrived at EDR: 08/19/2013 Date Made Active in Reports: 10/08/2013 Number of Days to Update: 50 Source: Department of Resources Recycling and Recovery Telephone: 916-341-6320 Last EDR Contact: 11/21/2013 Next Scheduled EDR Contact: 03/03/2014 Data Release Frequency: Quarterly State and tribal leaking storage tank lists LUST REG 4: Underground Storage Tank Leak List Los Angeles, Ventura counties. For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 09/07/2004 Date Data Arrived at EDR: 09/07/2004 Date Made Active in Reports: 10/12/2004 Number of Days to Update: 35 Source: California Regional Water Quality Control Board Los Angeles Region (4) Telephone: 213-576-6710 Last EDR Contact: 09/06/2011 Next Scheduled EDR Contact: 12/19/2011 Data Release Frequency: No Update Planned LUST REG 3: Leaking Underground Storage Tank Database Leaking Underground Storage Tank locations. Monterey, San Benito, San Luis Obispo, Santa Barbara, Santa Cruz counties. Date of Government Version: 05/19/2003 Date Data Arrived at EDR: 05/19/2003 Date Made Active in Reports: 06/02/2003 Number of Days to Update: 14 Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-542-4786 Last EDR Contact: 07/18/2011 Next Scheduled EDR Contact: 10/31/2011 Data Release Frequency: No Update Planned LUST REG 2: Fuel Leak List Leaking Underground Storage Tank locations. Alameda, Contra Costa, Marin, Napa, San Francisco, San Mateo, Santa Clara, Solano, Sonoma counties. Date of Government Version: 09/30/2004 Date Data Arrived at EDR: 10/20/2004 Date Made Active in Reports: 11/19/2004 Number of Days to Update: 30 Source: California Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510-622-2433 Last EDR Contact: 09/19/2011 Next Scheduled EDR Contact: 01/02/2012 Data Release Frequency: Quarterly TC3792623.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LUST REG 6L: Leaking Underground Storage Tank Case Listing For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 09/09/2003 Date Data Arrived at EDR: 09/10/2003 Date Made Active in Reports: 10/07/2003 Number of Days to Update: 27 Source: California Regional Water Quality Control Board Lahontan Region (6) Telephone: 530-542-5572 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: No Update Planned LUST: Geotracker’s Leaking Underground Fuel Tank Report Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the information stored varies by state. For more information on a particular leaking underground storage tank sites, please contact the appropriate regulatory agency. Date of Government Version: 09/16/2013 Date Data Arrived at EDR: 09/17/2013 Date Made Active in Reports: 10/16/2013 Number of Days to Update: 29 Source: State Water Resources Control Board Telephone: see region list Last EDR Contact: 10/17/2013 Next Scheduled EDR Contact: 12/30/2013 Data Release Frequency: Quarterly LUST REG 9: Leaking Underground Storage Tank Report Orange, Riverside, San Diego counties. For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 03/01/2001 Date Data Arrived at EDR: 04/23/2001 Date Made Active in Reports: 05/21/2001 Number of Days to Update: 28 Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-637-5595 Last EDR Contact: 09/26/2011 Next Scheduled EDR Contact: 01/09/2012 Data Release Frequency: No Update Planned LUST REG 6V: Leaking Underground Storage Tank Case Listing Leaking Underground Storage Tank locations. Inyo, Kern, Los Angeles, Mono, San Bernardino counties. Date of Government Version: 06/07/2005 Date Data Arrived at EDR: 06/07/2005 Date Made Active in Reports: 06/29/2005 Number of Days to Update: 22 Source: California Regional Water Quality Control Board Victorville Branch Office (6) Telephone: 760-241-7365 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: No Update Planned LUST REG 5: Leaking Underground Storage Tank Database Leaking Underground Storage Tank locations. Alameda, Alpine, Amador, Butte, Colusa, Contra Costa, Calveras, El Dorado, Fresno, Glenn, Kern, Kings, Lake, Lassen, Madera, Mariposa, Merced, Modoc, Napa, Nevada, Placer, Plumas, Sacramento, San Joaquin, Shasta, Solano, Stanislaus, Sutter, Tehama, Tulare, Tuolumne, Yolo, Yuba counties. Date of Government Version: 07/01/2008 Date Data Arrived at EDR: 07/22/2008 Date Made Active in Reports: 07/31/2008 Number of Days to Update: 9 Source: California Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-4834 Last EDR Contact: 07/01/2011 Next Scheduled EDR Contact: 10/17/2011 Data Release Frequency: No Update Planned LUST REG 8: Leaking Underground Storage Tanks California Regional Water Quality Control Board Santa Ana Region (8). For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 02/14/2005 Date Data Arrived at EDR: 02/15/2005 Date Made Active in Reports: 03/28/2005 Number of Days to Update: 41 Source: California Regional Water Quality Control Board Santa Ana Region (8) Telephone: 909-782-4496 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: Varies TC3792623.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LUST REG 7: Leaking Underground Storage Tank Case Listing Leaking Underground Storage Tank locations. Imperial, Riverside, San Diego, Santa Barbara counties. Date of Government Version: 02/26/2004 Date Data Arrived at EDR: 02/26/2004 Date Made Active in Reports: 03/24/2004 Number of Days to Update: 27 Source: California Regional Water Quality Control Board Colorado River Basin Region (7) Telephone: 760-776-8943 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned LUST REG 1: Active Toxic Site Investigation Del Norte, Humboldt, Lake, Mendocino, Modoc, Siskiyou, Sonoma, Trinity counties. For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 02/01/2001 Date Data Arrived at EDR: 02/28/2001 Date Made Active in Reports: 03/29/2001 Number of Days to Update: 29 Source: California Regional Water Quality Control Board North Coast (1) Telephone: 707-570-3769 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned SLIC: Statewide SLIC Cases The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/16/2013 Date Data Arrived at EDR: 09/17/2013 Date Made Active in Reports: 10/17/2013 Number of Days to Update: 30 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 10/17/2013 Next Scheduled EDR Contact: 12/30/2013 Data Release Frequency: Varies SLIC REG 1: Active Toxic Site Investigations The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 04/03/2003 Date Data Arrived at EDR: 04/07/2003 Date Made Active in Reports: 04/25/2003 Number of Days to Update: 18 Source: California Regional Water Quality Control Board, North Coast Region (1) Telephone: 707-576-2220 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned SLIC REG 2: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/30/2004 Date Data Arrived at EDR: 10/20/2004 Date Made Active in Reports: 11/19/2004 Number of Days to Update: 30 Source: Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510-286-0457 Last EDR Contact: 09/19/2011 Next Scheduled EDR Contact: 01/02/2012 Data Release Frequency: Quarterly SLIC REG 3: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 05/18/2006 Date Data Arrived at EDR: 05/18/2006 Date Made Active in Reports: 06/15/2006 Number of Days to Update: 28 Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-549-3147 Last EDR Contact: 07/18/2011 Next Scheduled EDR Contact: 10/31/2011 Data Release Frequency: Semi-Annually TC3792623.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SLIC REG 4: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 11/17/2004 Date Data Arrived at EDR: 11/18/2004 Date Made Active in Reports: 01/04/2005 Number of Days to Update: 47 Source: Region Water Quality Control Board Los Angeles Region (4) Telephone: 213-576-6600 Last EDR Contact: 07/01/2011 Next Scheduled EDR Contact: 10/17/2011 Data Release Frequency: Varies SLIC REG 5: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 04/01/2005 Date Data Arrived at EDR: 04/05/2005 Date Made Active in Reports: 04/21/2005 Number of Days to Update: 16 Source: Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-3291 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: Semi-Annually SLIC REG 6V: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 05/24/2005 Date Data Arrived at EDR: 05/25/2005 Date Made Active in Reports: 06/16/2005 Number of Days to Update: 22 Source: Regional Water Quality Control Board, Victorville Branch Telephone: 619-241-6583 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: Semi-Annually SLIC REG 6L: SLIC Sites The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/07/2004 Date Data Arrived at EDR: 09/07/2004 Date Made Active in Reports: 10/12/2004 Number of Days to Update: 35 Source: California Regional Water Quality Control Board, Lahontan Region Telephone: 530-542-5574 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned SLIC REG 7: SLIC List The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 11/24/2004 Date Data Arrived at EDR: 11/29/2004 Date Made Active in Reports: 01/04/2005 Number of Days to Update: 36 Source: California Regional Quality Control Board, Colorado River Basin Region Telephone: 760-346-7491 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned SLIC REG 8: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 04/03/2008 Date Data Arrived at EDR: 04/03/2008 Date Made Active in Reports: 04/14/2008 Number of Days to Update: 11 Source: California Region Water Quality Control Board Santa Ana Region (8) Telephone: 951-782-3298 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: Semi-Annually TC3792623.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SLIC REG 9: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/10/2007 Date Data Arrived at EDR: 09/11/2007 Date Made Active in Reports: 09/28/2007 Number of Days to Update: 17 Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-467-2980 Last EDR Contact: 08/08/2011 Next Scheduled EDR Contact: 11/21/2011 Data Release Frequency: Annually INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 08/27/2013 Date Data Arrived at EDR: 08/27/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 66 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 08/20/2013 Date Data Arrived at EDR: 08/23/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 70 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 07/29/2013 Date Data Arrived at EDR: 07/30/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 94 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Quarterly INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 03/01/2013 Date Data Arrived at EDR: 03/01/2013 Date Made Active in Reports: 04/12/2013 Number of Days to Update: 42 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Quarterly INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 08/27/2012 Date Data Arrived at EDR: 08/28/2012 Date Made Active in Reports: 10/16/2012 Number of Days to Update: 49 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Quarterly INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 09/12/2011 Date Data Arrived at EDR: 09/13/2011 Date Made Active in Reports: 11/11/2011 Number of Days to Update: 59 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies TC3792623.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 08/01/2013 Date Data Arrived at EDR: 08/02/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 91 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Semi-Annually INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 02/01/2013 Date Data Arrived at EDR: 05/01/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 184 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 11/01/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies State and tribal registered storage tank lists UST: Active UST Facilities Active UST facilities gathered from the local regulatory agencies Date of Government Version: 09/16/2013 Date Data Arrived at EDR: 09/17/2013 Date Made Active in Reports: 10/16/2013 Number of Days to Update: 29 Source: SWRCB Telephone: 916-341-5851 Last EDR Contact: 10/17/2013 Next Scheduled EDR Contact: 12/30/2013 Data Release Frequency: Semi-Annually AST: Aboveground Petroleum Storage Tank Facilities A listing of aboveground storage tank petroleum storage tank locations. Date of Government Version: 08/01/2009 Date Data Arrived at EDR: 09/10/2009 Date Made Active in Reports: 10/01/2009 Number of Days to Update: 21 Source: California Environmental Protection Agency Telephone: 916-327-5092 Last EDR Contact: 10/07/2013 Next Scheduled EDR Contact: 01/20/2014 Data Release Frequency: Quarterly INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). Date of Government Version: 02/05/2013 Date Data Arrived at EDR: 02/06/2013 Date Made Active in Reports: 04/12/2013 Number of Days to Update: 65 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Quarterly INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). Date of Government Version: 02/21/2013 Date Data Arrived at EDR: 02/26/2013 Date Made Active in Reports: 04/12/2013 Number of Days to Update: 45 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Quarterly INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). TC3792623.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 07/29/2013 Date Data Arrived at EDR: 08/01/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 92 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Quarterly INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 12/31/2012 Date Data Arrived at EDR: 02/28/2013 Date Made Active in Reports: 04/12/2013 Number of Days to Update: 43 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes). Date of Government Version: 05/10/2011 Date Data Arrived at EDR: 05/11/2011 Date Made Active in Reports: 06/14/2011 Number of Days to Update: 34 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Semi-Annually INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 08/20/2013 Date Data Arrived at EDR: 08/23/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 70 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations) Date of Government Version: 08/01/2013 Date Data Arrived at EDR: 08/02/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 91 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Semi-Annually INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). Date of Government Version: 09/28/2012 Date Data Arrived at EDR: 11/07/2012 Date Made Active in Reports: 04/12/2013 Number of Days to Update: 156 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 11/01/2014 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. TC3792623.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 01/01/2010 Date Data Arrived at EDR: 02/16/2010 Date Made Active in Reports: 04/12/2010 Number of Days to Update: 55 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 10/17/2013 Next Scheduled EDR Contact: 01/27/2014 Data Release Frequency: Varies State and tribal voluntary cleanup sites INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version: 03/20/2008 Date Data Arrived at EDR: 04/22/2008 Date Made Active in Reports: 05/19/2008 Number of Days to Update: 27 Source: EPA, Region 7 Telephone: 913-551-7365 Last EDR Contact: 04/20/2009 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: Varies VCP: Voluntary Cleanup Program Properties Contains low threat level properties with either confirmed or unconfirmed releases and the project proponents have request that DTSC oversee investigation and/or cleanup activities and have agreed to provide coverage for DTSC’s costs. Date of Government Version: 09/05/2013 Date Data Arrived at EDR: 09/05/2013 Date Made Active in Reports: 10/10/2013 Number of Days to Update: 35 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 11/06/2013 Next Scheduled EDR Contact: 02/17/2014 Data Release Frequency: Quarterly INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version: 09/28/2012 Date Data Arrived at EDR: 10/02/2012 Date Made Active in Reports: 10/16/2012 Number of Days to Update: 14 Source: EPA, Region 1 Telephone: 617-918-1102 Last EDR Contact: 10/01/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Varies ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. Date of Government Version: 06/24/2013 Date Data Arrived at EDR: 06/25/2013 Date Made Active in Reports: 08/09/2013 Number of Days to Update: 45 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 09/24/2013 Next Scheduled EDR Contact: 01/08/2014 Data Release Frequency: Semi-Annually Local Lists of Landfill / Solid Waste Disposal Sites TC3792623.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/09/2004 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 01/12/2009 Date Data Arrived at EDR: 05/07/2009 Date Made Active in Reports: 09/21/2009 Number of Days to Update: 137 Source: EPA, Region 9 Telephone: 415-947-4219 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: No Update Planned WMUDS/SWAT: Waste Management Unit Database Waste Management Unit Database System. WMUDS is used by the State Water Resources Control Board staff and the Regional Water Quality Control Boards for program tracking and inventory of waste management units. WMUDS is composed of the following databases: Facility Information, Scheduled Inspections Information, Waste Management Unit Information, SWAT Program Information, SWAT Report Summary Information, SWAT Report Summary Data, Chapter 15 (formerly Subchapter 15) Information, Chapter 15 Monitoring Parameters, TPCA Program Information, RCRA Program Information, Closure Information, and Interested Parties Information. Date of Government Version: 04/01/2000 Date Data Arrived at EDR: 04/10/2000 Date Made Active in Reports: 05/10/2000 Number of Days to Update: 30 Source: State Water Resources Control Board Telephone: 916-227-4448 Last EDR Contact: 11/08/2013 Next Scheduled EDR Contact: 02/24/2014 Data Release Frequency: No Update Planned SWRCY: Recycler Database A listing of recycling facilities in California. Date of Government Version: 09/16/2013 Date Data Arrived at EDR: 09/19/2013 Date Made Active in Reports: 10/17/2013 Number of Days to Update: 28 Source: Department of Conservation Telephone: 916-323-3836 Last EDR Contact: 09/16/2013 Next Scheduled EDR Contact: 12/30/2013 Data Release Frequency: Quarterly HAULERS: Registered Waste Tire Haulers Listing A listing of registered waste tire haulers. Date of Government Version: 04/26/2013 Date Data Arrived at EDR: 04/26/2013 Date Made Active in Reports: 05/16/2013 Number of Days to Update: 20 Source: Integrated Waste Management Board Telephone: 916-341-6422 Last EDR Contact: 11/18/2013 Next Scheduled EDR Contact: 03/03/2014 Data Release Frequency: Varies INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 11/04/2013 Next Scheduled EDR Contact: 02/17/2014 Data Release Frequency: Varies TC3792623.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Local Lists of Hazardous waste / Contaminated Sites US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 08/06/2013 Date Data Arrived at EDR: 09/11/2013 Date Made Active in Reports: 10/03/2013 Number of Days to Update: 22 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 09/04/2013 Next Scheduled EDR Contact: 12/16/2013 Data Release Frequency: Quarterly HIST CAL-SITES: Calsites Database The Calsites database contains potential or confirmed hazardous substance release properties. In 1996, California EPA reevaluated and significantly reduced the number of sites in the Calsites database. No longer updated by the state agency. It has been replaced by ENVIROSTOR. Date of Government Version: 08/08/2005 Date Data Arrived at EDR: 08/03/2006 Date Made Active in Reports: 08/24/2006 Number of Days to Update: 21 Source: Department of Toxic Substance Control Telephone: 916-323-3400 Last EDR Contact: 02/23/2009 Next Scheduled EDR Contact: 05/25/2009 Data Release Frequency: No Update Planned SCH: School Property Evaluation Program This category contains proposed and existing school sites that are being evaluated by DTSC for possible hazardous materials contamination. In some cases, these properties may be listed in the CalSites category depending on the level of threat to public health and safety or the environment they pose. Date of Government Version: 09/05/2013 Date Data Arrived at EDR: 09/05/2013 Date Made Active in Reports: 10/10/2013 Number of Days to Update: 35 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 11/06/2013 Next Scheduled EDR Contact: 02/17/2014 Data Release Frequency: Quarterly TOXIC PITS: Toxic Pits Cleanup Act Sites Toxic PITS Cleanup Act Sites. TOXIC PITS identifies sites suspected of containing hazardous substances where cleanup has not yet been completed. Date of Government Version: 07/01/1995 Date Data Arrived at EDR: 08/30/1995 Date Made Active in Reports: 09/26/1995 Number of Days to Update: 27 Source: State Water Resources Control Board Telephone: 916-227-4364 Last EDR Contact: 01/26/2009 Next Scheduled EDR Contact: 04/27/2009 Data Release Frequency: No Update Planned CDL: Clandestine Drug Labs A listing of drug lab locations. Listing of a location in this database does not indicate that any illegal drug lab materials were or were not present there, and does not constitute a determination that the location either requires or does not require additional cleanup work. Date of Government Version: 06/30/2013 Date Data Arrived at EDR: 09/03/2013 Date Made Active in Reports: 10/10/2013 Number of Days to Update: 37 Source: Department of Toxic Substances Control Telephone: 916-255-6504 Last EDR Contact: 09/03/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Varies TC3792623.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 09/01/2007 Date Data Arrived at EDR: 11/19/2008 Date Made Active in Reports: 03/30/2009 Number of Days to Update: 131 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 03/23/2009 Next Scheduled EDR Contact: 06/22/2009 Data Release Frequency: No Update Planned Local Lists of Registered Storage Tanks CA FID UST: Facility Inventory Database The Facility Inventory Database (FID) contains a historical listing of active and inactive underground storage tank locations from the State Water Resource Control Board. Refer to local/county source for current data. Date of Government Version: 10/31/1994 Date Data Arrived at EDR: 09/05/1995 Date Made Active in Reports: 09/29/1995 Number of Days to Update: 24 Source: California Environmental Protection Agency Telephone: 916-341-5851 Last EDR Contact: 12/28/1998 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned UST MENDOCINO: Mendocino County UST Database A listing of underground storage tank locations in Mendocino County. Date of Government Version: 09/23/2009 Date Data Arrived at EDR: 09/23/2009 Date Made Active in Reports: 10/01/2009 Number of Days to Update: 8 Source: Department of Public Health Telephone: 707-463-4466 Last EDR Contact: 09/03/2013 Next Scheduled EDR Contact: 12/16/2013 Data Release Frequency: Annually HIST UST: Hazardous Substance Storage Container Database The Hazardous Substance Storage Container Database is a historical listing of UST sites. Refer to local/county source for current data. Date of Government Version: 10/15/1990 Date Data Arrived at EDR: 01/25/1991 Date Made Active in Reports: 02/12/1991 Number of Days to Update: 18 Source: State Water Resources Control Board Telephone: 916-341-5851 Last EDR Contact: 07/26/2001 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned SWEEPS UST: SWEEPS UST Listing Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990’s. The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list. Date of Government Version: 06/01/1994 Date Data Arrived at EDR: 07/07/2005 Date Made Active in Reports: 08/11/2005 Number of Days to Update: 35 Source: State Water Resources Control Board Telephone: N/A Last EDR Contact: 06/03/2005 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Local Land Records LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. TC3792623.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 02/06/2013 Date Data Arrived at EDR: 04/25/2013 Date Made Active in Reports: 05/10/2013 Number of Days to Update: 15 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 11/13/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies LIENS: Environmental Liens Listing A listing of property locations with environmental liens for California where DTSC is a lien holder. Date of Government Version: 06/14/2013 Date Data Arrived at EDR: 06/17/2013 Date Made Active in Reports: 08/21/2013 Number of Days to Update: 65 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 09/23/2013 Next Scheduled EDR Contact: 12/23/2013 Data Release Frequency: Varies DEED: Deed Restriction Listing Site Mitigation and Brownfields Reuse Program Facility Sites with Deed Restrictions & Hazardous Waste Management Program Facility Sites with Deed / Land Use Restriction. The DTSC Site Mitigation and Brownfields Reuse Program (SMBRP) list includes sites cleaned up under the program’s oversight and generally does not include current or former hazardous waste facilities that required a hazardous waste facility permit. The list represents deed restrictions that are active. Some sites have multiple deed restrictions. The DTSC Hazardous Waste Management Program (HWMP) has developed a list of current or former hazardous waste facilities that have a recorded land use restriction at the local county recorder’s office. The land use restrictions on this list were required by the DTSC HWMP as a result of the presence of hazardous substances that remain on site after the facility (or part of the facility) has been closed or cleaned up. The types of land use restriction include deed notice, deed restriction, or a land use restriction that binds current and future owners. Date of Government Version: 09/11/2013 Date Data Arrived at EDR: 09/11/2013 Date Made Active in Reports: 10/14/2013 Number of Days to Update: 33 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 11/13/2013 Next Scheduled EDR Contact: 12/23/2013 Data Release Frequency: Semi-Annually Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 12/31/2012 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 02/27/2013 Number of Days to Update: 55 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 10/01/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Annually CHMIRS: California Hazardous Material Incident Report System California Hazardous Material Incident Reporting System. CHMIRS contains information on reported hazardous material incidents (accidental releases or spills). Date of Government Version: 03/12/2013 Date Data Arrived at EDR: 05/01/2013 Date Made Active in Reports: 06/25/2013 Number of Days to Update: 55 Source: Office of Emergency Services Telephone: 916-845-8400 Last EDR Contact: 10/30/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies LDS: Land Disposal Sites Listing The Land Disposal program regulates of waste discharge to land for treatment, storage and disposal in waste management units. Date of Government Version: 09/16/2013 Date Data Arrived at EDR: 09/17/2013 Date Made Active in Reports: 10/16/2013 Number of Days to Update: 29 Source: State Water Qualilty Control Board Telephone: 866-480-1028 Last EDR Contact: 10/17/2013 Next Scheduled EDR Contact: 12/30/2013 Data Release Frequency: Quarterly TC3792623.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING MCS: Military Cleanup Sites Listing The State Water Resources Control Board and nine Regional Water Quality Control Boards partner with the Department of Defense (DoD) through the Defense and State Memorandum of Agreement (DSMOA) to oversee the investigation and remediation of water quality issues at military facilities. Date of Government Version: 09/16/2013 Date Data Arrived at EDR: 09/17/2013 Date Made Active in Reports: 10/16/2013 Number of Days to Update: 29 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 10/17/2013 Next Scheduled EDR Contact: 12/30/2013 Data Release Frequency: Quarterly SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically, they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 06/06/2012 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 02/22/2013 Number of Days to Update: 50 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Other Ascertainable Records RCRA NonGen / NLR: RCRA - Non Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. Date of Government Version: 07/11/2013 Date Data Arrived at EDR: 08/08/2013 Date Made Active in Reports: 09/13/2013 Number of Days to Update: 36 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 10/02/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Varies DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 07/31/2012 Date Data Arrived at EDR: 08/07/2012 Date Made Active in Reports: 09/18/2012 Number of Days to Update: 42 Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595 Last EDR Contact: 11/06/2013 Next Scheduled EDR Contact: 02/17/2014 Data Release Frequency: Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 11/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 10/18/2013 Next Scheduled EDR Contact: 01/27/2014 Data Release Frequency: Semi-Annually FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. TC3792623.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2011 Date Data Arrived at EDR: 02/26/2013 Date Made Active in Reports: 03/13/2013 Number of Days to Update: 15 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 09/10/2013 Next Scheduled EDR Contact: 12/23/2013 Data Release Frequency: Varies CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 06/30/2013 Date Data Arrived at EDR: 08/07/2013 Date Made Active in Reports: 10/03/2013 Number of Days to Update: 57 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 09/30/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Varies ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 04/26/2013 Date Data Arrived at EDR: 06/11/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 143 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 09/13/2013 Next Scheduled EDR Contact: 12/23/2013 Data Release Frequency: Annually UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version: 09/14/2010 Date Data Arrived at EDR: 10/07/2011 Date Made Active in Reports: 03/01/2012 Number of Days to Update: 146 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 05/28/2013 Next Scheduled EDR Contact: 09/09/2013 Data Release Frequency: Varies US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 08/01/2013 Date Data Arrived at EDR: 09/05/2013 Date Made Active in Reports: 10/03/2013 Number of Days to Update: 28 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 09/05/2013 Next Scheduled EDR Contact: 12/16/2013 Data Release Frequency: Semi-Annually TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2011 Date Data Arrived at EDR: 07/31/2013 Date Made Active in Reports: 09/13/2013 Number of Days to Update: 44 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 08/30/2013 Next Scheduled EDR Contact: 12/09/2013 Data Release Frequency: Annually TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. TC3792623.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2006 Date Data Arrived at EDR: 09/29/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 64 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 09/24/2013 Next Scheduled EDR Contact: 01/08/2014 Data Release Frequency: Every 4 Years FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667 Last EDR Contact: 11/21/2013 Next Scheduled EDR Contact: 03/10/2014 Data Release Frequency: Quarterly FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 11/21/2014 Next Scheduled EDR Contact: 03/10/2014 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2008 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. TC3792623.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2009 Date Data Arrived at EDR: 12/10/2010 Date Made Active in Reports: 02/25/2011 Number of Days to Update: 77 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 07/20/2011 Date Data Arrived at EDR: 11/10/2011 Date Made Active in Reports: 01/10/2012 Number of Days to Update: 61 Source: Environmental Protection Agency Telephone: 202-564-5088 Last EDR Contact: 10/09/2014 Next Scheduled EDR Contact: 01/27/2014 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities. Date of Government Version: 06/01/2013 Date Data Arrived at EDR: 07/17/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 107 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 10/18/2013 Next Scheduled EDR Contact: 01/27/2014 Data Release Frequency: Annually MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 07/22/2013 Date Data Arrived at EDR: 08/02/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 91 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 09/10/2013 Next Scheduled EDR Contact: 12/23/2013 Data Release Frequency: Quarterly RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. Date of Government Version: 09/30/2013 Date Data Arrived at EDR: 10/09/2013 Date Made Active in Reports: 11/01/2013 Number of Days to Update: 23 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 10/09/2013 Next Scheduled EDR Contact: 01/20/2014 Data Release Frequency: Quarterly FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 03/08/2013 Date Data Arrived at EDR: 03/21/2013 Date Made Active in Reports: 07/10/2013 Number of Days to Update: 111 Source: EPA Telephone: (415) 947-8000 Last EDR Contact: 09/11/2013 Next Scheduled EDR Contact: 12/23/2013 Data Release Frequency: Quarterly TC3792623.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/1995 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: 06/02/2008 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur. Date of Government Version: 05/08/2012 Date Data Arrived at EDR: 05/25/2012 Date Made Active in Reports: 07/10/2012 Number of Days to Update: 46 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2011 Date Data Arrived at EDR: 02/26/2013 Date Made Active in Reports: 04/19/2013 Number of Days to Update: 52 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 08/26/2013 Next Scheduled EDR Contact: 12/09/2013 Data Release Frequency: Biennially CA BOND EXP. PLAN: Bond Expenditure Plan Department of Health Services developed a site-specific expenditure plan as the basis for an appropriation of Hazardous Substance Cleanup Bond Act funds. It is not updated. Date of Government Version: 01/01/1989 Date Data Arrived at EDR: 07/27/1994 Date Made Active in Reports: 08/02/1994 Number of Days to Update: 6 Source: Department of Health Services Telephone: 916-255-2118 Last EDR Contact: 05/31/1994 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned NPDES: NPDES Permits Listing A listing of NPDES permits, including stormwater. Date of Government Version: 08/19/2013 Date Data Arrived at EDR: 08/19/2013 Date Made Active in Reports: 10/08/2013 Number of Days to Update: 50 Source: State Water Resources Control Board Telephone: 916-445-9379 Last EDR Contact: 11/21/2013 Next Scheduled EDR Contact: 03/03/2014 Data Release Frequency: Quarterly TC3792623.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING UIC: UIC Listing A listing of underground control injection wells. Date of Government Version: 08/21/2013 Date Data Arrived at EDR: 09/17/2013 Date Made Active in Reports: 10/17/2013 Number of Days to Update: 30 Source: Deaprtment of Conservation Telephone: 916-445-2408 Last EDR Contact: 09/17/2013 Next Scheduled EDR Contact: 12/30/2013 Data Release Frequency: Varies CORTESE: "Cortese" Hazardous Waste & Substances Sites List The sites for the list are designated by the State Water Resource Control Board (LUST), the Integrated Waste Board (SWF/LS), and the Department of Toxic Substances Control (Cal-Sites). Date of Government Version: 07/05/2013 Date Data Arrived at EDR: 07/05/2013 Date Made Active in Reports: 08/26/2013 Number of Days to Update: 52 Source: CAL EPA/Office of Emergency Information Telephone: 916-323-3400 Last EDR Contact: 10/01/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Quarterly HIST CORTESE: Hazardous Waste & Substance Site List The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWF/LS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency. Date of Government Version: 04/01/2001 Date Data Arrived at EDR: 01/22/2009 Date Made Active in Reports: 04/08/2009 Number of Days to Update: 76 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 01/22/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned NOTIFY 65: Proposition 65 Records Listings of all Proposition 65 incidents reported to counties by the State Water Resources Control Board and the Regional Water Quality Control Board. This database is no longer updated by the reporting agency. Date of Government Version: 10/21/1993 Date Data Arrived at EDR: 11/01/1993 Date Made Active in Reports: 11/19/1993 Number of Days to Update: 18 Source: State Water Resources Control Board Telephone: 916-445-3846 Last EDR Contact: 09/23/2013 Next Scheduled EDR Contact: 01/08/2014 Data Release Frequency: No Update Planned DRYCLEANERS: Cleaner Facilities A list of drycleaner related facilities that have EPA ID numbers. These are facilities with certain SIC codes: power laundries, family and commercial; garment pressing and cleaner’s agents; linen supply; coin-operated laundries and cleaning; drycleaning plants, except rugs; carpet and upholster cleaning; industrial launderers; laundry and garment services. Date of Government Version: 09/10/2013 Date Data Arrived at EDR: 09/11/2013 Date Made Active in Reports: 10/16/2013 Number of Days to Update: 35 Source: Department of Toxic Substance Control Telephone: 916-327-4498 Last EDR Contact: 09/10/2013 Next Scheduled EDR Contact: 12/24/2012 Data Release Frequency: Annually WIP: Well Investigation Program Case List Well Investigation Program case in the San Gabriel and San Fernando Valley area. Date of Government Version: 07/03/2009 Date Data Arrived at EDR: 07/21/2009 Date Made Active in Reports: 08/03/2009 Number of Days to Update: 13 Source: Los Angeles Water Quality Control Board Telephone: 213-576-6726 Last EDR Contact: 09/30/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Varies TC3792623.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ENF: Enforcement Action Listing A listing of Water Board Enforcement Actions. Formal is everything except Oral/Verbal Communication, Notice of Violation, Expedited Payment Letter, and Staff Enforcement Letter. Date of Government Version: 08/09/2013 Date Data Arrived at EDR: 08/13/2013 Date Made Active in Reports: 10/08/2013 Number of Days to Update: 56 Source: State Water Resoruces Control Board Telephone: 916-445-9379 Last EDR Contact: 11/08/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies HAZNET: Facility and Manifest Data Facility and Manifest Data. The data is extracted from the copies of hazardous waste manifests received each year by the DTSC. The annual volume of manifests is typically 700,000 - 1,000,000 annually, representing approximately 350,000 - 500,000 shipments. Data are from the manifests submitted without correction, and therefore many contain some invalid values for data elements such as generator ID, TSD ID, waste category, and disposal method. Date of Government Version: 12/31/2012 Date Data Arrived at EDR: 07/16/2013 Date Made Active in Reports: 08/26/2013 Number of Days to Update: 41 Source: California Environmental Protection Agency Telephone: 916-255-1136 Last EDR Contact: 10/15/2013 Next Scheduled EDR Contact: 01/27/2014 Data Release Frequency: Annually EMI: Emissions Inventory Data Toxics and criteria pollutant emissions data collected by the ARB and local air pollution agencies. Date of Government Version: 12/31/2010 Date Data Arrived at EDR: 06/25/2013 Date Made Active in Reports: 08/22/2013 Number of Days to Update: 58 Source: California Air Resources Board Telephone: 916-322-2990 Last EDR Contact: 09/27/2013 Next Scheduled EDR Contact: 01/08/2014 Data Release Frequency: Varies INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 12/08/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 34 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 10/18/2013 Next Scheduled EDR Contact: 01/27/2014 Data Release Frequency: Semi-Annually SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. Date of Government Version: 03/07/2011 Date Data Arrived at EDR: 03/09/2011 Date Made Active in Reports: 05/02/2011 Number of Days to Update: 54 Source: Environmental Protection Agency Telephone: 615-532-8599 Last EDR Contact: 11/18/2013 Next Scheduled EDR Contact: 02/03/2014 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities. Date of Government Version: 03/04/2013 Date Data Arrived at EDR: 03/15/2013 Date Made Active in Reports: 05/10/2013 Number of Days to Update: 56 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 11/18/2013 Next Scheduled EDR Contact: 03/03/2014 Data Release Frequency: Quarterly TC3792623.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 02/01/2011 Date Data Arrived at EDR: 10/19/2011 Date Made Active in Reports: 01/10/2012 Number of Days to Update: 83 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 11/01/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies PROC: Certified Processors Database A listing of certified processors. Date of Government Version: 09/16/2013 Date Data Arrived at EDR: 09/19/2013 Date Made Active in Reports: 10/17/2013 Number of Days to Update: 28 Source: Department of Conservation Telephone: 916-323-3836 Last EDR Contact: 09/16/2013 Next Scheduled EDR Contact: 12/30/2013 Data Release Frequency: Quarterly MWMP: Medical Waste Management Program Listing The Medical Waste Management Program (MWMP) ensures the proper handling and disposal of medical waste by permitting and inspecting medical waste Offsite Treatment Facilities (PDF) and Transfer Stations (PDF) throughout the state. MWMP also oversees all Medical Waste Transporters. Date of Government Version: 08/29/2013 Date Data Arrived at EDR: 09/13/2013 Date Made Active in Reports: 10/14/2013 Number of Days to Update: 31 Source: Department of Public Health Telephone: 916-558-1784 Last EDR Contact: 09/11/2013 Next Scheduled EDR Contact: 12/23/2013 Data Release Frequency: Varies COAL ASH DOE: Sleam-Electric Plan Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 08/07/2009 Date Made Active in Reports: 10/22/2009 Number of Days to Update: 76 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 10/15/2013 Next Scheduled EDR Contact: 01/27/2014 Data Release Frequency: Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version: 08/17/2010 Date Data Arrived at EDR: 01/03/2011 Date Made Active in Reports: 03/21/2011 Number of Days to Update: 77 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 09/13/2013 Next Scheduled EDR Contact: 12/23/2013 Data Release Frequency: Varies HWT: Registered Hazardous Waste Transporter Database A listing of hazardous waste transporters. In California, unless specifically exempted, it is unlawful for any person to transport hazardous wastes unless the person holds a valid registration issued by DTSC. A hazardous waste transporter registration is valid for one year and is assigned a unique registration number. Date of Government Version: 07/15/2013 Date Data Arrived at EDR: 07/16/2013 Date Made Active in Reports: 08/12/2013 Number of Days to Update: 27 Source: Department of Toxic Substances Control Telephone: 916-440-7145 Last EDR Contact: 10/15/2013 Next Scheduled EDR Contact: 01/27/2014 Data Release Frequency: Quarterly HWP: EnviroStor Permitted Facilities Listing Detailed information on permitted hazardous waste facilities and corrective action ("cleanups") tracked in EnviroStor. TC3792623.2s Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 08/28/2013 Date Data Arrived at EDR: 08/27/2013 Date Made Active in Reports: 10/10/2013 Number of Days to Update: 44 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 08/27/2013 Next Scheduled EDR Contact: 12/09/2013 Data Release Frequency: Quarterly Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance information for solid waste facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay. Date of Government Version: 08/12/2013 Date Data Arrived at EDR: 08/20/2013 Date Made Active in Reports: 10/08/2013 Number of Days to Update: 49 Source: California Integrated Waste Management Board Telephone: 916-341-6066 Last EDR Contact: 11/18/2013 Next Scheduled EDR Contact: 03/03/2014 Data Release Frequency: Varies Financial Assurance 1: Financial Assurance Information Listing Financial Assurance information Date of Government Version: 06/30/2013 Date Data Arrived at EDR: 08/08/2013 Date Made Active in Reports: 08/27/2013 Number of Days to Update: 19 Source: Department of Toxic Substances Control Telephone: 916-255-3628 Last EDR Contact: 10/25/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 01/29/2013 Date Data Arrived at EDR: 02/14/2013 Date Made Active in Reports: 02/27/2013 Number of Days to Update: 13 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 09/24/2013 Next Scheduled EDR Contact: 01/20/2014 Data Release Frequency: Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version: 11/11/2011 Date Data Arrived at EDR: 05/18/2012 Date Made Active in Reports: 05/25/2012 Number of Days to Update: 7 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 11/15/2013 Next Scheduled EDR Contact: 02/24/2014 Data Release Frequency: Varies FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. TC3792623.2s Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 02/06/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 339 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 10/18/2013 Next Scheduled EDR Contact: 01/27/2014 Data Release Frequency: N/A PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 04/15/2013 Date Data Arrived at EDR: 07/03/2013 Date Made Active in Reports: 09/13/2013 Number of Days to Update: 72 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 10/04/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Quarterly WDS: Waste Discharge System Sites which have been issued waste discharge requirements. Date of Government Version: 06/19/2007 Date Data Arrived at EDR: 06/20/2007 Date Made Active in Reports: 06/29/2007 Number of Days to Update: 9 Source: State Water Resources Control Board Telephone: 916-341-5227 Last EDR Contact: 11/21/2013 Next Scheduled EDR Contact: 03/10/2014 Data Release Frequency: Quarterly US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. Date of Government Version: 01/23/2013 Date Data Arrived at EDR: 01/30/2013 Date Made Active in Reports: 05/10/2013 Number of Days to Update: 100 Source: EPA Telephone: 202-564-5962 Last EDR Contact: 09/30/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 01/23/2013 Date Data Arrived at EDR: 01/30/2013 Date Made Active in Reports: 05/10/2013 Number of Days to Update: 100 Source: EPA Telephone: 202-564-5962 Last EDR Contact: 09/30/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Annually EPA WATCH LIST: EPA WATCH LIST EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved. Date of Government Version: 06/30/2013 Date Data Arrived at EDR: 08/13/2013 Date Made Active in Reports: 09/13/2013 Number of Days to Update: 31 Source: Environmental Protection Agency Telephone: 617-520-3000 Last EDR Contact: 11/15/2013 Next Scheduled EDR Contact: 02/24/2014 Data Release Frequency: Quarterly TC3792623.2s Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned EDR US Hist Auto Stat: EDR Exclusive Historic Gas Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR US Hist Cleaners: EDR Exclusive Historic Dry Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR US Hist Cleaners: EDR Proprietary Historic Dry Cleaners - Cole Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: N/A Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies TC3792623.2s Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING EDR US Hist Auto Stat: EDR Proprietary Historic Gas Stations - Cole Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: N/A Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies COUNTY RECORDS ALAMEDA COUNTY: Contaminated Sites A listing of contaminated sites overseen by the Toxic Release Program (oil and groundwater contamination from chemical releases and spills) and the Leaking Underground Storage Tank Program (soil and ground water contamination from leaking petroleum USTs). Date of Government Version: 07/25/2013 Date Data Arrived at EDR: 07/26/2013 Date Made Active in Reports: 08/09/2013 Number of Days to Update: 14 Source: Alameda County Environmental Health Services Telephone: 510-567-6700 Last EDR Contact: 09/30/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Semi-Annually Underground Tanks Underground storage tank sites located in Alameda county. Date of Government Version: 07/25/2013 Date Data Arrived at EDR: 07/26/2013 Date Made Active in Reports: 08/20/2013 Number of Days to Update: 25 Source: Alameda County Environmental Health Services Telephone: 510-567-6700 Last EDR Contact: 09/30/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Semi-Annually AMADOR COUNTY: CUPA Facility List Cupa Facility List Date of Government Version: 06/20/2013 Date Data Arrived at EDR: 06/21/2013 Date Made Active in Reports: 08/21/2013 Number of Days to Update: 61 Source: Amador County Environmental Health Telephone: 209-223-6439 Last EDR Contact: 09/10/2013 Next Scheduled EDR Contact: 12/23/2013 Data Release Frequency: Varies BUTTE COUNTY: CUPA Facility Listing Cupa facility list. Date of Government Version: 08/01/2013 Date Data Arrived at EDR: 08/02/2013 Date Made Active in Reports: 08/22/2013 Number of Days to Update: 20 Source: Public Health Department Telephone: 530-538-7149 Last EDR Contact: 10/09/2013 Next Scheduled EDR Contact: 01/27/2014 Data Release Frequency: No Update Planned CALVERAS COUNTY: TC3792623.2s Page GR-28 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility Listing Cupa Facility Listing Date of Government Version: 06/30/2013 Date Data Arrived at EDR: 07/24/2013 Date Made Active in Reports: 08/09/2013 Number of Days to Update: 16 Source: Calveras County Environmental Health Telephone: 209-754-6399 Last EDR Contact: 09/30/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Quarterly COLUSA COUNTY: CUPA Facility List Cupa facility list. Date of Government Version: 06/20/2013 Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 08/09/2013 Number of Days to Update: 39 Source: Health & Human Services Telephone: 530-458-0396 Last EDR Contact: 11/15/2013 Next Scheduled EDR Contact: 02/24/2014 Data Release Frequency: Varies CONTRA COSTA COUNTY: Site List List includes sites from the underground tank, hazardous waste generator and business plan/2185 programs. Date of Government Version: 08/20/2013 Date Data Arrived at EDR: 08/23/2013 Date Made Active in Reports: 10/08/2013 Number of Days to Update: 46 Source: Contra Costa Health Services Department Telephone: 925-646-2286 Last EDR Contact: 11/04/2013 Next Scheduled EDR Contact: 02/17/2014 Data Release Frequency: Semi-Annually DEL NORTE COUNTY: CUPA Facility List Cupa Facility list Date of Government Version: 01/09/2013 Date Data Arrived at EDR: 01/10/2013 Date Made Active in Reports: 02/25/2013 Number of Days to Update: 46 Source: Del Norte County Environmental Health Division Telephone: 707-465-0426 Last EDR Contact: 11/04/2013 Next Scheduled EDR Contact: 02/17/2014 Data Release Frequency: Varies EL DORADO COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 08/20/2013 Date Data Arrived at EDR: 08/23/2013 Date Made Active in Reports: 10/08/2013 Number of Days to Update: 46 Source: El Dorado County Environmental Management Department Telephone: 530-621-6623 Last EDR Contact: 11/04/2013 Next Scheduled EDR Contact: 02/17/2014 Data Release Frequency: Varies FRESNO COUNTY: TC3792623.2s Page GR-29 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Resources List Certified Unified Program Agency. CUPA’s are responsible for implementing a unified hazardous materials and hazardous waste management regulatory program. The agency provides oversight of businesses that deal with hazardous materials, operate underground storage tanks or aboveground storage tanks. Date of Government Version: 06/30/2013 Date Data Arrived at EDR: 07/16/2013 Date Made Active in Reports: 07/24/2013 Number of Days to Update: 8 Source: Dept. of Community Health Telephone: 559-445-3271 Last EDR Contact: 10/09/2013 Next Scheduled EDR Contact: 01/27/2014 Data Release Frequency: Semi-Annually HUMBOLDT COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 08/09/2013 Date Data Arrived at EDR: 08/09/2013 Date Made Active in Reports: 08/22/2013 Number of Days to Update: 13 Source: Humboldt County Environmental Health Telephone: N/A Last EDR Contact: 11/20/2013 Next Scheduled EDR Contact: 03/10/2014 Data Release Frequency: Varies IMPERIAL COUNTY: CUPA Facility List Cupa facility list. Date of Government Version: 07/26/2013 Date Data Arrived at EDR: 08/09/2013 Date Made Active in Reports: 08/22/2013 Number of Days to Update: 13 Source: San Diego Border Field Office Telephone: 760-339-2777 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies INYO COUNTY: CUPA Facility List Cupa facility list. Date of Government Version: 09/10/2013 Date Data Arrived at EDR: 09/11/2013 Date Made Active in Reports: 10/14/2013 Number of Days to Update: 33 Source: Inyo County Environmental Health Services Telephone: 760-878-0238 Last EDR Contact: 11/20/2013 Next Scheduled EDR Contact: 03/10/2014 Data Release Frequency: Varies KERN COUNTY: Underground Storage Tank Sites & Tank Listing Kern County Sites and Tanks Listing. Date of Government Version: 08/31/2010 Date Data Arrived at EDR: 09/01/2010 Date Made Active in Reports: 09/30/2010 Number of Days to Update: 29 Source: Kern County Environment Health Services Department Telephone: 661-862-8700 Last EDR Contact: 11/08/2013 Next Scheduled EDR Contact: 02/24/2014 Data Release Frequency: Quarterly KINGS COUNTY: TC3792623.2s Page GR-30 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List A listing of sites included in the county’s Certified Unified Program Agency database. California’s Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities. Date of Government Version: 08/22/2013 Date Data Arrived at EDR: 08/27/2013 Date Made Active in Reports: 10/08/2013 Number of Days to Update: 42 Source: Kings County Department of Public Health Telephone: 559-584-1411 Last EDR Contact: 11/20/2013 Next Scheduled EDR Contact: 03/10/2014 Data Release Frequency: Varies LAKE COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 01/23/2013 Date Data Arrived at EDR: 01/25/2013 Date Made Active in Reports: 02/27/2013 Number of Days to Update: 33 Source: Lake County Environmental Health Telephone: 707-263-1164 Last EDR Contact: 10/21/2013 Next Scheduled EDR Contact: 02/03/2014 Data Release Frequency: Varies LOS ANGELES COUNTY: San Gabriel Valley Areas of Concern San Gabriel Valley areas where VOC contamination is at or above the MCL as designated by region 9 EPA office. Date of Government Version: 03/30/2009 Date Data Arrived at EDR: 03/31/2009 Date Made Active in Reports: 10/23/2009 Number of Days to Update: 206 Source: EPA Region 9 Telephone: 415-972-3178 Last EDR Contact: 09/23/2013 Next Scheduled EDR Contact: 01/08/2014 Data Release Frequency: No Update Planned HMS: Street Number List Industrial Waste and Underground Storage Tank Sites. Date of Government Version: 03/28/2013 Date Data Arrived at EDR: 06/17/2013 Date Made Active in Reports: 08/21/2013 Number of Days to Update: 65 Source: Department of Public Works Telephone: 626-458-3517 Last EDR Contact: 10/09/2013 Next Scheduled EDR Contact: 01/27/2014 Data Release Frequency: Semi-Annually List of Solid Waste Facilities Solid Waste Facilities in Los Angeles County. Date of Government Version: 07/22/2013 Date Data Arrived at EDR: 07/22/2013 Date Made Active in Reports: 08/26/2013 Number of Days to Update: 35 Source: La County Department of Public Works Telephone: 818-458-5185 Last EDR Contact: 10/22/2013 Next Scheduled EDR Contact: 02/03/2014 Data Release Frequency: Varies City of Los Angeles Landfills Landfills owned and maintained by the City of Los Angeles. Date of Government Version: 03/05/2009 Date Data Arrived at EDR: 03/10/2009 Date Made Active in Reports: 04/08/2009 Number of Days to Update: 29 Source: Engineering & Construction Division Telephone: 213-473-7869 Last EDR Contact: 07/17/2013 Next Scheduled EDR Contact: 11/04/2013 Data Release Frequency: Varies TC3792623.2s Page GR-31 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Site Mitigation List Industrial sites that have had some sort of spill or complaint. Date of Government Version: 01/30/2013 Date Data Arrived at EDR: 02/21/2013 Date Made Active in Reports: 03/25/2013 Number of Days to Update: 32 Source: Community Health Services Telephone: 323-890-7806 Last EDR Contact: 10/21/2013 Next Scheduled EDR Contact: 02/03/2014 Data Release Frequency: Annually City of El Segundo Underground Storage Tank Underground storage tank sites located in El Segundo city. Date of Government Version: 07/31/2013 Date Data Arrived at EDR: 08/01/2013 Date Made Active in Reports: 08/27/2013 Number of Days to Update: 26 Source: City of El Segundo Fire Department Telephone: 310-524-2236 Last EDR Contact: 10/21/2013 Next Scheduled EDR Contact: 02/03/2014 Data Release Frequency: Semi-Annually City of Long Beach Underground Storage Tank Underground storage tank sites located in the city of Long Beach. Date of Government Version: 03/28/2003 Date Data Arrived at EDR: 10/23/2003 Date Made Active in Reports: 11/26/2003 Number of Days to Update: 34 Source: City of Long Beach Fire Department Telephone: 562-570-2563 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Annually City of Torrance Underground Storage Tank Underground storage tank sites located in the city of Torrance. Date of Government Version: 07/15/2013 Date Data Arrived at EDR: 07/18/2013 Date Made Active in Reports: 08/20/2013 Number of Days to Update: 33 Source: City of Torrance Fire Department Telephone: 310-618-2973 Last EDR Contact: 10/09/2013 Next Scheduled EDR Contact: 01/27/2014 Data Release Frequency: Semi-Annually MADERA COUNTY: CUPA Facility List A listing of sites included in the county’s Certified Unified Program Agency database. California’s Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities. Date of Government Version: 09/20/2013 Date Data Arrived at EDR: 09/24/2013 Date Made Active in Reports: 10/18/2013 Number of Days to Update: 24 Source: Madera County Environmental Health Telephone: 559-675-7823 Last EDR Contact: 11/20/2013 Next Scheduled EDR Contact: 03/10/2014 Data Release Frequency: Varies MARIN COUNTY: Underground Storage Tank Sites Currently permitted USTs in Marin County. Date of Government Version: 11/26/2012 Date Data Arrived at EDR: 11/28/2012 Date Made Active in Reports: 01/21/2013 Number of Days to Update: 54 Source: Public Works Department Waste Management Telephone: 415-499-6647 Last EDR Contact: 10/07/2013 Next Scheduled EDR Contact: 01/20/2014 Data Release Frequency: Semi-Annually MERCED COUNTY: TC3792623.2s Page GR-32 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List CUPA facility list. Date of Government Version: 08/23/2013 Date Data Arrived at EDR: 08/27/2013 Date Made Active in Reports: 10/08/2013 Number of Days to Update: 42 Source: Merced County Environmental Health Telephone: 209-381-1094 Last EDR Contact: 11/20/2013 Next Scheduled EDR Contact: 03/10/2014 Data Release Frequency: Varies MONO COUNTY: CUPA Facility List CUPA Facility List Date of Government Version: 09/04/2013 Date Data Arrived at EDR: 09/05/2013 Date Made Active in Reports: 10/14/2013 Number of Days to Update: 39 Source: Mono County Health Department Telephone: 760-932-5580 Last EDR Contact: 09/03/2013 Next Scheduled EDR Contact: 12/16/2013 Data Release Frequency: Varies MONTEREY COUNTY: CUPA Facility Listing CUPA Program listing from the Environmental Health Division. Date of Government Version: 09/11/2013 Date Data Arrived at EDR: 09/12/2013 Date Made Active in Reports: 10/14/2013 Number of Days to Update: 32 Source: Monterey County Health Department Telephone: 831-796-1297 Last EDR Contact: 11/20/2013 Next Scheduled EDR Contact: 03/10/2014 Data Release Frequency: Varies NAPA COUNTY: Sites With Reported Contamination A listing of leaking underground storage tank sites located in Napa county. Date of Government Version: 12/05/2011 Date Data Arrived at EDR: 12/06/2011 Date Made Active in Reports: 02/07/2012 Number of Days to Update: 63 Source: Napa County Department of Environmental Management Telephone: 707-253-4269 Last EDR Contact: 09/03/2013 Next Scheduled EDR Contact: 12/16/2013 Data Release Frequency: No Update Planned Closed and Operating Underground Storage Tank Sites Underground storage tank sites located in Napa county. Date of Government Version: 01/15/2008 Date Data Arrived at EDR: 01/16/2008 Date Made Active in Reports: 02/08/2008 Number of Days to Update: 23 Source: Napa County Department of Environmental Management Telephone: 707-253-4269 Last EDR Contact: 09/03/2013 Next Scheduled EDR Contact: 12/16/2013 Data Release Frequency: No Update Planned NEVADA COUNTY: CUPA Facility List CUPA facility list. TC3792623.2s Page GR-33 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 05/29/2013 Date Data Arrived at EDR: 05/30/2013 Date Made Active in Reports: 07/15/2013 Number of Days to Update: 46 Source: Community Development Agency Telephone: 530-265-1467 Last EDR Contact: 11/04/2013 Next Scheduled EDR Contact: 02/17/2014 Data Release Frequency: Varies ORANGE COUNTY: List of Industrial Site Cleanups Petroleum and non-petroleum spills. Date of Government Version: 08/01/2013 Date Data Arrived at EDR: 08/13/2013 Date Made Active in Reports: 10/08/2013 Number of Days to Update: 56 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 11/08/2013 Next Scheduled EDR Contact: 02/24/2014 Data Release Frequency: Annually List of Underground Storage Tank Cleanups Orange County Underground Storage Tank Cleanups (LUST). Date of Government Version: 08/01/2013 Date Data Arrived at EDR: 08/13/2013 Date Made Active in Reports: 10/08/2013 Number of Days to Update: 56 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 11/08/2013 Next Scheduled EDR Contact: 02/24/2014 Data Release Frequency: Quarterly List of Underground Storage Tank Facilities Orange County Underground Storage Tank Facilities (UST). Date of Government Version: 08/01/2013 Date Data Arrived at EDR: 08/13/2013 Date Made Active in Reports: 10/08/2013 Number of Days to Update: 56 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 11/08/2013 Next Scheduled EDR Contact: 02/24/2014 Data Release Frequency: Quarterly PLACER COUNTY: Master List of Facilities List includes aboveground tanks, underground tanks and cleanup sites. Date of Government Version: 08/22/2013 Date Data Arrived at EDR: 08/22/2013 Date Made Active in Reports: 10/10/2013 Number of Days to Update: 49 Source: Placer County Health and Human Services Telephone: 530-745-2363 Last EDR Contact: 08/20/2013 Next Scheduled EDR Contact: 12/23/2013 Data Release Frequency: Semi-Annually RIVERSIDE COUNTY: Listing of Underground Tank Cleanup Sites Riverside County Underground Storage Tank Cleanup Sites (LUST). Date of Government Version: 07/18/2013 Date Data Arrived at EDR: 07/18/2013 Date Made Active in Reports: 07/24/2013 Number of Days to Update: 6 Source: Department of Environmental Health Telephone: 951-358-5055 Last EDR Contact: 09/23/2013 Next Scheduled EDR Contact: 01/08/2014 Data Release Frequency: Quarterly TC3792623.2s Page GR-34 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Underground Storage Tank Tank List Underground storage tank sites located in Riverside county. Date of Government Version: 07/18/2013 Date Data Arrived at EDR: 07/18/2013 Date Made Active in Reports: 08/20/2013 Number of Days to Update: 33 Source: Department of Environmental Health Telephone: 951-358-5055 Last EDR Contact: 09/23/2013 Next Scheduled EDR Contact: 01/08/2014 Data Release Frequency: Quarterly SACRAMENTO COUNTY: Toxic Site Clean-Up List List of sites where unauthorized releases of potentially hazardous materials have occurred. Date of Government Version: 05/03/2013 Date Data Arrived at EDR: 07/08/2013 Date Made Active in Reports: 07/24/2013 Number of Days to Update: 16 Source: Sacramento County Environmental Management Telephone: 916-875-8406 Last EDR Contact: 10/07/2013 Next Scheduled EDR Contact: 01/20/2014 Data Release Frequency: Quarterly Master Hazardous Materials Facility List Any business that has hazardous materials on site - hazardous material storage sites, underground storage tanks, waste generators. Date of Government Version: 05/03/2013 Date Data Arrived at EDR: 07/08/2013 Date Made Active in Reports: 08/23/2013 Number of Days to Update: 46 Source: Sacramento County Environmental Management Telephone: 916-875-8406 Last EDR Contact: 10/07/2013 Next Scheduled EDR Contact: 01/20/2014 Data Release Frequency: Quarterly SAN BERNARDINO COUNTY: Hazardous Material Permits This listing includes underground storage tanks, medical waste handlers/generators, hazardous materials handlers, hazardous waste generators, and waste oil generators/handlers. Date of Government Version: 09/03/2013 Date Data Arrived at EDR: 09/03/2013 Date Made Active in Reports: 10/10/2013 Number of Days to Update: 37 Source: San Bernardino County Fire Department Hazardous Materials Division Telephone: 909-387-3041 Last EDR Contact: 11/08/2013 Next Scheduled EDR Contact: 02/24/2014 Data Release Frequency: Quarterly SAN DIEGO COUNTY: Hazardous Materials Management Division Database The database includes: HE58 - This report contains the business name, site address, business phone number, establishment ’H’ permit number, type of permit, and the business status. HE17 - In addition to providing the same information provided in the HE58 listing, HE17 provides inspection dates, violations received by the establishment, hazardous waste generated, the quantity, method of storage, treatment/disposal of waste and the hauler, and information on underground storage tanks. Unauthorized Release List - Includes a summary of environmental contamination cases in San Diego County (underground tank cases, non-tank cases, groundwater contamination, and soil contamination are included.) Date of Government Version: 09/23/2013 Date Data Arrived at EDR: 09/24/2013 Date Made Active in Reports: 10/17/2013 Number of Days to Update: 23 Source: Hazardous Materials Management Division Telephone: 619-338-2268 Last EDR Contact: 09/23/2013 Next Scheduled EDR Contact: 12/23/2013 Data Release Frequency: Quarterly TC3792623.2s Page GR-35 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Solid Waste Facilities San Diego County Solid Waste Facilities. Date of Government Version: 10/31/2012 Date Data Arrived at EDR: 11/06/2012 Date Made Active in Reports: 11/30/2012 Number of Days to Update: 24 Source: Department of Health Services Telephone: 619-338-2209 Last EDR Contact: 11/18/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies Environmental Case Listing The listing contains all underground tank release cases and projects pertaining to properties contaminated with hazardous substances that are actively under review by the Site Assessment and Mitigation Program. Date of Government Version: 03/23/2010 Date Data Arrived at EDR: 06/15/2010 Date Made Active in Reports: 07/09/2010 Number of Days to Update: 24 Source: San Diego County Department of Environmental Health Telephone: 619-338-2371 Last EDR Contact: 09/10/2013 Next Scheduled EDR Contact: 12/23/2013 Data Release Frequency: No Update Planned SAN FRANCISCO COUNTY: Local Oversite Facilities A listing of leaking underground storage tank sites located in San Francisco county. Date of Government Version: 09/19/2008 Date Data Arrived at EDR: 09/19/2008 Date Made Active in Reports: 09/29/2008 Number of Days to Update: 10 Source: Department Of Public Health San Francisco County Telephone: 415-252-3920 Last EDR Contact: 11/08/2013 Next Scheduled EDR Contact: 02/24/2014 Data Release Frequency: Quarterly Underground Storage Tank Information Underground storage tank sites located in San Francisco county. Date of Government Version: 11/29/2010 Date Data Arrived at EDR: 03/10/2011 Date Made Active in Reports: 03/15/2011 Number of Days to Update: 5 Source: Department of Public Health Telephone: 415-252-3920 Last EDR Contact: 11/08/2013 Next Scheduled EDR Contact: 02/24/2014 Data Release Frequency: Quarterly SAN JOAQUIN COUNTY: San Joaquin Co. UST A listing of underground storage tank locations in San Joaquin county. Date of Government Version: 09/25/2013 Date Data Arrived at EDR: 09/27/2013 Date Made Active in Reports: 10/18/2013 Number of Days to Update: 21 Source: Environmental Health Department Telephone: N/A Last EDR Contact: 09/23/2013 Next Scheduled EDR Contact: 01/08/2014 Data Release Frequency: Semi-Annually SAN LUIS OBISPO COUNTY: CUPA Facility List Cupa Facility List. Date of Government Version: 08/26/2013 Date Data Arrived at EDR: 08/27/2013 Date Made Active in Reports: 10/10/2013 Number of Days to Update: 44 Source: San Luis Obispo County Public Health Department Telephone: 805-781-5596 Last EDR Contact: 11/20/2013 Next Scheduled EDR Contact: 03/10/2014 Data Release Frequency: Varies SAN MATEO COUNTY: TC3792623.2s Page GR-36 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Business Inventory List includes Hazardous Materials Business Plan, hazardous waste generators, and underground storage tanks. Date of Government Version: 07/02/2013 Date Data Arrived at EDR: 07/05/2013 Date Made Active in Reports: 08/23/2013 Number of Days to Update: 49 Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921 Last EDR Contact: 06/13/2013 Next Scheduled EDR Contact: 09/30/2013 Data Release Frequency: Annually Fuel Leak List A listing of leaking underground storage tank sites located in San Mateo county. Date of Government Version: 09/16/2013 Date Data Arrived at EDR: 09/17/2013 Date Made Active in Reports: 10/16/2013 Number of Days to Update: 29 Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921 Last EDR Contact: 09/16/2013 Next Scheduled EDR Contact: 12/30/2013 Data Release Frequency: Semi-Annually SANTA BARBARA COUNTY: CUPA Facility Listing CUPA Program Listing from the Environmental Health Services division. Date of Government Version: 09/08/2011 Date Data Arrived at EDR: 09/09/2011 Date Made Active in Reports: 10/07/2011 Number of Days to Update: 28 Source: Santa Barbara County Public Health Department Telephone: 805-686-8167 Last EDR Contact: 11/21/2013 Next Scheduled EDR Contact: 03/10/2014 Data Release Frequency: Varies SANTA CLARA COUNTY: Cupa Facility List Cupa facility list Date of Government Version: 09/03/2013 Date Data Arrived at EDR: 09/04/2013 Date Made Active in Reports: 10/10/2013 Number of Days to Update: 36 Source: Department of Environmental Health Telephone: 408-918-1973 Last EDR Contact: 09/03/2013 Next Scheduled EDR Contact: 12/16/2013 Data Release Frequency: Varies HIST LUST - Fuel Leak Site Activity Report A listing of open and closed leaking underground storage tanks. This listing is no longer updated by the county. Leaking underground storage tanks are now handled by the Department of Environmental Health. Date of Government Version: 03/29/2005 Date Data Arrived at EDR: 03/30/2005 Date Made Active in Reports: 04/21/2005 Number of Days to Update: 22 Source: Santa Clara Valley Water District Telephone: 408-265-2600 Last EDR Contact: 03/23/2009 Next Scheduled EDR Contact: 06/22/2009 Data Release Frequency: No Update Planned LOP Listing A listing of leaking underground storage tanks located in Santa Clara county. Date of Government Version: 09/03/2013 Date Data Arrived at EDR: 09/06/2013 Date Made Active in Reports: 10/14/2013 Number of Days to Update: 38 Source: Department of Environmental Health Telephone: 408-918-3417 Last EDR Contact: 09/03/2013 Next Scheduled EDR Contact: 12/16/2013 Data Release Frequency: Annually TC3792623.2s Page GR-37 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Hazardous Material Facilities Hazardous material facilities, including underground storage tank sites. Date of Government Version: 08/14/2013 Date Data Arrived at EDR: 08/16/2013 Date Made Active in Reports: 10/08/2013 Number of Days to Update: 53 Source: City of San Jose Fire Department Telephone: 408-535-7694 Last EDR Contact: 11/08/2013 Next Scheduled EDR Contact: 02/24/2014 Data Release Frequency: Annually SANTA CRUZ COUNTY: CUPA Facility List CUPA facility listing. Date of Government Version: 08/22/2013 Date Data Arrived at EDR: 08/27/2013 Date Made Active in Reports: 10/10/2013 Number of Days to Update: 44 Source: Santa Cruz County Environmental Health Telephone: 831-464-2761 Last EDR Contact: 11/21/2013 Next Scheduled EDR Contact: 03/10/2014 Data Release Frequency: Varies SHASTA COUNTY: CUPA Facility List Cupa Facility List. Date of Government Version: 09/09/2013 Date Data Arrived at EDR: 09/10/2013 Date Made Active in Reports: 10/14/2013 Number of Days to Update: 34 Source: Shasta County Department of Resource Management Telephone: 530-225-5789 Last EDR Contact: 11/21/2013 Next Scheduled EDR Contact: 03/10/2014 Data Release Frequency: Varies SOLANO COUNTY: Leaking Underground Storage Tanks A listing of leaking underground storage tank sites located in Solano county. Date of Government Version: 09/18/2013 Date Data Arrived at EDR: 09/20/2013 Date Made Active in Reports: 10/17/2013 Number of Days to Update: 27 Source: Solano County Department of Environmental Management Telephone: 707-784-6770 Last EDR Contact: 09/16/2013 Next Scheduled EDR Contact: 12/30/2013 Data Release Frequency: Quarterly Underground Storage Tanks Underground storage tank sites located in Solano county. Date of Government Version: 09/18/2013 Date Data Arrived at EDR: 09/24/2013 Date Made Active in Reports: 10/18/2013 Number of Days to Update: 24 Source: Solano County Department of Environmental Management Telephone: 707-784-6770 Last EDR Contact: 09/16/2013 Next Scheduled EDR Contact: 12/30/2013 Data Release Frequency: Quarterly SONOMA COUNTY: Cupa Facility List Cupa Facility list TC3792623.2s Page GR-38 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 07/05/2013 Date Data Arrived at EDR: 07/05/2013 Date Made Active in Reports: 08/21/2013 Number of Days to Update: 47 Source: County of Sonoma Fire & Emergency Services Department Telephone: 707-565-1174 Last EDR Contact: 09/30/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Varies Leaking Underground Storage Tank Sites A listing of leaking underground storage tank sites located in Sonoma county. Date of Government Version: 07/02/2013 Date Data Arrived at EDR: 07/05/2013 Date Made Active in Reports: 08/12/2013 Number of Days to Update: 38 Source: Department of Health Services Telephone: 707-565-6565 Last EDR Contact: 09/30/2013 Next Scheduled EDR Contact: 01/13/2014 Data Release Frequency: Quarterly SUTTER COUNTY: Underground Storage Tanks Underground storage tank sites located in Sutter county. Date of Government Version: 09/10/2013 Date Data Arrived at EDR: 09/11/2013 Date Made Active in Reports: 10/14/2013 Number of Days to Update: 33 Source: Sutter County Department of Agriculture Telephone: 530-822-7500 Last EDR Contact: 09/10/2013 Next Scheduled EDR Contact: 12/23/2013 Data Release Frequency: Semi-Annually TUOLUMNE COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 01/14/2013 Date Data Arrived at EDR: 01/16/2013 Date Made Active in Reports: 02/27/2013 Number of Days to Update: 42 Source: Divison of Environmental Health Telephone: 209-533-5633 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Varies VENTURA COUNTY: Business Plan, Hazardous Waste Producers, and Operating Underground Tanks The BWT list indicates by site address whether the Environmental Health Division has Business Plan (B), Waste Producer (W), and/or Underground Tank (T) information. Date of Government Version: 08/19/2013 Date Data Arrived at EDR: 08/27/2013 Date Made Active in Reports: 10/10/2013 Number of Days to Update: 44 Source: Ventura County Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 11/19/2013 Next Scheduled EDR Contact: 03/03/2014 Data Release Frequency: Quarterly Inventory of Illegal Abandoned and Inactive Sites Ventura County Inventory of Closed, Illegal Abandoned, and Inactive Sites. Date of Government Version: 12/01/2011 Date Data Arrived at EDR: 12/01/2011 Date Made Active in Reports: 01/19/2012 Number of Days to Update: 49 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 10/07/2013 Next Scheduled EDR Contact: 01/20/2014 Data Release Frequency: Annually TC3792623.2s Page GR-39 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Listing of Underground Tank Cleanup Sites Ventura County Underground Storage Tank Cleanup Sites (LUST). Date of Government Version: 05/29/2008 Date Data Arrived at EDR: 06/24/2008 Date Made Active in Reports: 07/31/2008 Number of Days to Update: 37 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 11/19/2013 Next Scheduled EDR Contact: 03/03/2014 Data Release Frequency: Quarterly Medical Waste Program List To protect public health and safety and the environment from potential exposure to disease causing agents, the Environmental Health Division Medical Waste Program regulates the generation, handling, storage, treatment and disposal of medical waste throughout the County. Date of Government Version: 05/28/2013 Date Data Arrived at EDR: 06/24/2013 Date Made Active in Reports: 08/12/2013 Number of Days to Update: 49 Source: Ventura County Resource Management Agency Telephone: 805-654-2813 Last EDR Contact: 10/28/2013 Next Scheduled EDR Contact: 02/11/2014 Data Release Frequency: Quarterly Underground Tank Closed Sites List Ventura County Operating Underground Storage Tank Sites (UST)/Underground Tank Closed Sites List. Date of Government Version: 08/29/2013 Date Data Arrived at EDR: 09/18/2013 Date Made Active in Reports: 10/16/2013 Number of Days to Update: 28 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 09/16/2013 Next Scheduled EDR Contact: 12/30/2013 Data Release Frequency: Quarterly YOLO COUNTY: Underground Storage Tank Comprehensive Facility Report Underground storage tank sites located in Yolo county. Date of Government Version: 06/24/2013 Date Data Arrived at EDR: 06/26/2013 Date Made Active in Reports: 08/20/2013 Number of Days to Update: 55 Source: Yolo County Department of Health Telephone: 530-666-8646 Last EDR Contact: 09/23/2013 Next Scheduled EDR Contact: 01/08/2014 Data Release Frequency: Annually YUBA COUNTY: CUPA Facility List CUPA facility listing for Yuba County. Date of Government Version: 08/01/2013 Date Data Arrived at EDR: 08/05/2013 Date Made Active in Reports: 08/22/2013 Number of Days to Update: 17 Source: Yuba County Environmental Health Department Telephone: 530-749-7523 Last EDR Contact: 11/18/2013 Next Scheduled EDR Contact: 02/17/2014 Data Release Frequency: Varies OTHER DATABASE(S) Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. TC3792623.2s Page GR-40 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 07/30/2013 Date Data Arrived at EDR: 08/19/2013 Date Made Active in Reports: 10/03/2013 Number of Days to Update: 45 Source: Department of Energy & Environmental Protection Telephone: 860-424-3375 Last EDR Contact: 08/19/2013 Next Scheduled EDR Contact: 12/02/2013 Data Release Frequency: Annually NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2011 Date Data Arrived at EDR: 07/19/2012 Date Made Active in Reports: 08/28/2012 Number of Days to Update: 40 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 10/18/2013 Next Scheduled EDR Contact: 01/27/2014 Data Release Frequency: Annually NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version: 11/01/2013 Date Data Arrived at EDR: 11/07/2013 Date Made Active in Reports: 11/18/2013 Number of Days to Update: 11 Source: Department of Environmental Conservation Telephone: 518-402-8651 Last EDR Contact: 11/07/2013 Next Scheduled EDR Contact: 02/17/2014 Data Release Frequency: Annually PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2012 Date Data Arrived at EDR: 07/24/2013 Date Made Active in Reports: 08/19/2013 Number of Days to Update: 26 Source: Department of Environmental Protection Telephone: 717-783-8990 Last EDR Contact: 10/21/2013 Next Scheduled EDR Contact: 02/03/2014 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2012 Date Data Arrived at EDR: 06/21/2013 Date Made Active in Reports: 08/05/2013 Number of Days to Update: 45 Source: Department of Environmental Management Telephone: 401-222-2797 Last EDR Contact: 08/23/2013 Next Scheduled EDR Contact: 12/09/2013 Data Release Frequency: Annually WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2012 Date Data Arrived at EDR: 08/09/2013 Date Made Active in Reports: 09/27/2013 Number of Days to Update: 49 Source: Department of Natural Resources Telephone: N/A Last EDR Contact: 09/16/2013 Next Scheduled EDR Contact: 12/30/2013 Data Release Frequency: Annually Oil/Gas Pipelines: This data was obtained by EDR from the USGS in 1994. It is referred to by USGS as GeoData Digital Line Graphs from 1:100,000-Scale Maps. It was extracted from the transportation category including some oil, but primarily gas pipelines. Electric Power Transmission Line Data Source: Rextag Strategies Corp. Telephone: (281) 769-2247 U.S. Electric Transmission and Power Plants Systems Digital GIS Data TC3792623.2s Page GR-41 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on private school locations in the United States. Daycare Centers: Licensed Facilities Source: Department of Social Services Telephone: 916-657-4041 Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002 and 2005 from the U.S. Fish and Wildlife Service. Scanned Digital USGS 7.5’ Topographic Map (DRG) Source: United States Geologic Survey A digital raster graphic (DRG) is a scanned image of a U.S. Geological Survey topographic map. The map images are made by scanning published paper maps on high-resolution scanners. The raster image is georeferenced and fit to the Universal Transverse Mercator (UTM) projection. STREET AND ADDRESS INFORMATION © 2010 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC3792623.2s Page GR-42 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING TC3792623.2s Page A-1 geologic strata. of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics 2. Groundwater flow velocity. 1. Groundwater flow direction, and Assessment of the impact of contaminant migration generally has two principal investigative components: forming an opinion about the impact of potential contaminant migration. EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in 1981Most Recent Revision: 33117-G8 ANAHEIM, CATarget Property Map: USGS TOPOGRAPHIC MAP 143 ft. above sea levelElevation: 3741458.5UTM Y (Meters): 415525.3UTM X (Meters): Zone 11Universal Tranverse Mercator: 117.9127 - 117˚ 54’ 45.72’’Longitude (West): 33.8117 - 33˚ 48’ 42.12’’Latitude (North): TARGET PROPERTY COORDINATES ANAHEIM, CA 92802 1441 SOUTH MANCHESTER AVENUE 1441 SOUTH MANCHESTER AVENUE TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® TC3792623.2s Page A-2 should be field verified. on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES El e v a t i o n ( f t ) El e v a t i o n ( f t ) TP TP 0 1/2 1 Miles✩Target Property Elevation: 143 ft. North South West East 1 3 0 1 3 2 1 3 5 1 3 4 1 3 5 1 3 6 1 3 8 1 4 1 1 4 1 1 4 3 1 4 4 1 5 5 1 4 9 1 4 8 1 4 9 1 5 0 1 5 2 1 5 3 1 5 4 1 2 5 1 2 9 1 3 3 1 3 9 1 4 0 1 3 9 1 3 9 1 4 1 1 4 1 1 4 3 1 4 4 1 4 6 1 4 8 1 4 9 1 5 1 1 5 4 1 5 6 1 5 7 1 5 8 General SSWGeneral Topographic Gradient: TARGET PROPERTY TOPOGRAPHY should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to TOPOGRAPHIC INFORMATION collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW DIRECTION INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC3792623.2s Page A-3 Not Reported1/4 - 1/2 Mile NNWA4 GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID hydrogeologically, and the depth to water table. authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW® Search Radius: 1.000 Mile. * ©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. Information is inferred in the CERCLIS investigation report(s) Data Quality: No information about a sole source aquifer is available Sole Source Aquifer: clay layers. upper 100 feet of the subsurface. The Talbert aquifer underlies these The site area is characterized by discontinuous clay layers within the Hydraulic Connection: approximately 100 feet. Inferred Depth to Water: S IN THE TALBERT AQUIFER. Groundwater Flow Direction: CAD982359879 Site EPA ID Number: ITASCO Site Name: 1 - 2 Miles ESE Location Relative to TP: 1.25 miles Search Radius: Site-Specific Hydrogeological Data*: * ©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator HYDROGEOLOGIC INFORMATION YES - refer to the Overview Map and Detail MapANAHEIM NATIONAL WETLAND INVENTORY NWI Electronic Data CoverageNWI Quad at Target Property Not ReportedAdditional Panels in search area: 06059C - FEMA DFIRM Flood dataFlood Plain Panel at Target Property: YES - refer to the Overview Map and Detail MapORANGE, CA FEMA FLOOD ZONE FEMA Flood Electronic DataTarget Property County and bodies of water). Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist HYDROLOGIC INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC3792623.2s Page A-4 For additional site information, refer to Physical Setting Source Map Findings. Not Reported1/2 - 1 Mile SE31 Not Reported1/2 - 1 Mile NNW29 SW1/2 - 1 Mile SW25 Not Reported1/2 - 1 Mile NE24 Not Reported1/2 - 1 Mile NW22 Not Reported1/2 - 1 Mile NW15 N1/2 - 1 Mile SSE12 Not Reported1/2 - 1 Mile SSW9 Not Reported1/2 - 1 Mile NNE7 Not Reported1/4 - 1/2 Mile NNWA5 GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC3792623.2s Page A-5 Map, USGS Digital Data Series DDS - 11 (1994). of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Stratifed SequenceCategory:CenozoicEra: QuaternarySystem: QuaternarySeries: QCode: (decoded above as Era, System & Series) at which contaminant migration may be occurring. Geologic information can be used by the environmental professional in forming an opinion about the relative speed GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW VELOCITY INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 2 1 1 2 2 3 0 1/16 1/8 1/4 Miles TC3792623.2s Page A-7 Well drainedSoil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: fine sandy loamSoil Surface Texture: SAN EMIGDIOSoil Component Name: Soil Map ID: 2 Min: 6.6 Max: 8.4 Min: 4 Max: 14 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granular loam to fine sandy stratified sand62 inches16 inches 2 Min: 6.6 Max: 8.4 Min: 4 Max: 14 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularloamy sand16 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: HighCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Somewhat excessively drainedSoil Drainage Class: excessively drained sands and gravels. Class A - High infiltration rates. Soils are deep, well drained toHydrologic Group: loamy sandSoil Surface Texture: METZSoil Component Name: Soil Map ID: 1 in a landscape. The following information is based on Soil Conservation Service SSURGO data. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC3792623.2s Page A-8 Soil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: fine sandy loamSoil Surface Texture: HUENEMESoil Component Name: Soil Map ID: 3 Min: 7.9 Max: 8.4 Min: 14 Max: 42 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Clay loam very fine sandy coarse sand to gravelly loamy stratified61 inches44 inches 4 Min: 7.9 Max: 8.4 Min: 1.4 Max: 4 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Claysilty clay loam44 inches40 inches 3 Min: 7.9 Max: 8.4 Min: 14 Max: 42 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Clay loam very fine sandy coarse sand to gravelly loamy stratified40 inches 7 inches 2 Min: 7.9 Max: 8.4 Min: 14 Max: 42 50%), silt. limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Clayfine sandy loam 7 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: HighCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC3792623.2s Page A-9 1/2 - 1 Mile WSWCA3000546 30 FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TPWELL IDMAP ID 1/2 - 1 Mile ENEUSGS40000138407 28 1/2 - 1 Mile NorthUSGS40000138447 E20 1/2 - 1 Mile WSWUSGS40000138328 D16 1/2 - 1 Mile SSWUSGS40000138308 C11 1/2 - 1 Mile NWUSGS40000138423 B10 FEDERAL USGS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID 1.000State Database Nearest PWS within 1 mileFederal FRDS PWS 1.000Federal USGS WELL SEARCH DISTANCE INFORMATION SEARCH DISTANCE (miles)DATABASE opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental LOCAL / REGIONAL WATER AGENCY RECORDS Min: 7.4 Max: 8.4 Min: 14 Max: 42 Not reportedNot reported to silt loam stratified sand59 inches27 inches 2 Min: 7.4 Max: 8.4 Min: 14 Max: 42 Not reportedNot reportedfine sandy loam27 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: HighCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC3792623.2s Page A-10 1/2 - 1 Mile NWCAOG9A000018514 3 1/4 - 1/2 Mile NNECAOG9A000017962 2 1/4 - 1/2 Mile NECAOG9A000017838 1 STATE OIL/GAS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID OTHER STATE DATABASE INFORMATION 1/2 - 1 Mile NNE5234 27 1/2 - 1 Mile SSW5155 26 1/2 - 1 Mile SECADW50000003293 23 1/2 - 1 Mile SouthCADW50000003277 21 1/2 - 1 Mile NorthCADW50000003397 E19 1/2 - 1 Mile ENE5124 18 1/2 - 1 Mile WSWCADW50000003312 D17 1/2 - 1 Mile NWCADW50000003377 B14 1/2 - 1 Mile SSWCADW50000003291 C13 1/2 - 1 Mile WNWCADW50000003354 8 1/4 - 1/2 Mile WSWCADW50000003336 6 1/8 - 1/4 Mile East5143 3 0 - 1/8 Mile ESECADW50000003340 2 0 - 1/8 Mile ENE5142 1 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID Note: PWS System location is not always the same as well location. FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 1 6 0 160 16 0 16016 0 1 6 0 160 1 60 1 6 0 1 6 0 1 6 0 1 2 0 12 0 1 2 0 120 1 2 0 CA TC3792623.2s Page A-12 Not ReportedArea Served: 145Connections:200Pop Served: Anaheim, CA 92805 200 W. Midway Dr. Organization That Operates System: Midway Trailer CitySystem Name: 3000962System Number: C STREET WELLSource Name: 1,000 Feet (10 Seconds)Precision:334844.4 1175428.8Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKEStation Type:08District Number: OrangeCounty:3000962002FRDS Number: TEEUser ID:04S/10W-22H02 SPrime Station Code: Water System Information: 3 East 1/8 - 1/4 Mile Higher 5143CA WELLS CADW50000003340Site id:Southern Region OfficeOrg unit n: Coastal Plain Of Orange CountyBasin desc:8-1Basin cd: 30County id: UnknownCasgem s 1:Not ReportedLocal well: 04S10W22G001SCasgem sta:338111N1179107W001Site code: 117.9107Longitude : 33.8111Latitude : 2 ESE 0 - 1/8 Mile Higher CADW50000003340CA WELLS Not ReportedArea Served: 145Connections:200Pop Served: Anaheim, CA 92805 200 W. Midway Dr. Organization That Operates System: Midway Trailer CitySystem Name: 3000962System Number: O STREET WELLSource Name: 100 Feet (one Second)Precision:334844.0 1175438.0Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3000962001FRDS Number: TEEUser ID:04S/10W-22G01 SPrime Station Code: Water System Information: 1 ENE 0 - 1/8 Mile Higher 5142CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC3792623.2s Page A-13 Date: 02/06/1998 Average Water Depth: Not Reported Deep Water Depth:86.6 Shallow Water Depth: 74.1 Groundwater Flow:Not Reported Site ID:083001662T9 SSW 1/2 - 1 Mile Lower 54915AQUIFLOW CADW50000003354Site id:Southern Region OfficeOrg unit n: Coastal Plain Of Orange CountyBasin desc:8-1Basin cd: 30County id: UnknownCasgem s 1:Not ReportedLocal well: 04S10W22E001SCasgem sta:338145N1179222W001Site code: 117.9222Longitude : 33.8145Latitude : 8 WNW 1/2 - 1 Mile Lower CADW50000003354CA WELLS Date:12/11/1995 Average Water Depth: 70 Deep Water Depth:Not Reported Shallow Water Depth: Not Reported Groundwater Flow:Not Reported Site ID:083002738T7 NNE 1/2 - 1 Mile Higher 33996AQUIFLOW CADW50000003336Site id:Southern Region OfficeOrg unit n: Coastal Plain Of Orange CountyBasin desc:8-1Basin cd: 30County id: UnknownCasgem s 1:Not ReportedLocal well: 04S10W22L002SCasgem sta:338106N1179177W001Site code: 117.9177Longitude : 33.8106Latitude : 6 WSW 1/4 - 1/2 Mile Lower CADW50000003336CA WELLS Date:07/10/1998 Average Water Depth: Not Reported Deep Water Depth:140 Shallow Water Depth: 130 Groundwater Flow:Not Reported Site ID:083002812TA5 NNW 1/4 - 1/2 Mile Higher 38631AQUIFLOW Date:07/10/1998 Average Water Depth: Not Reported Deep Water Depth:140 Shallow Water Depth: 130 Groundwater Flow:Not Reported Site ID:Not ReportedA4 NNW 1/4 - 1/2 Mile Higher 38632AQUIFLOW Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC3792623.2s Page A-14 Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 128.00Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-117.9175586Longitude: 33.8030715Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18070201Huc code: Not ReportedMonloc desc: WellMonloc type: 004S010W27C002SMonloc name: USGS-334811117550001Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: C11 SSW 1/2 - 1 Mile Lower USGS40000138308FED USGS 1976-12-28 140.10 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 1 ftWellholedepth units: 180Wellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 140.00Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-117.9195035Longitude: 33.8191823Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18070201Huc code: Not ReportedMonloc desc: WellMonloc type: 004S010W15P001SMonloc name: USGS-334909117550701Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: B10 NW 1/2 - 1 Mile Higher USGS40000138423FED USGS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC3792623.2s Page A-15 Date: 02/1997 Average Water Depth: Not Reported Deep Water Depth:79.81 Shallow Water Depth: 74.85 Groundwater Flow:N Site ID:083001732T12 SSE 1/2 - 1 Mile Lower 66475AQUIFLOW 1969-06-30 79.10 1969-09-02 80.60 1969-08-06 79.40 1969-11-03 78.80 1969-10-03 79.30 1970-02-03 75.20 1969-12-31 76.70 1970-04-01 76.70 1970-03-10 76.10 1970-06-01 77.40 1970-04-29 77.10 1970-08-06 79.20 1970-06-30 78.20 1970-10-05 88.00 1970-08-31 80.00 1970-12-10 81.70 1970-11-02 81.30 1971-04-08 84.50 1971-03-03 81.00 1971-06-09 82.80 1971-04-30 81.90 1971-08-30 86.50 1971-07-09 83.00 1972-01-11 89.80 1971-11-02 88.90 1972-05-01 92.20 1972-02-29 90.30 1972-08-31 95.50 1972-07-06 94.40 1973-01-05 100.10 1972-11-02 99.20 1973-05-10 98.00 1973-03-05 102.30 1973-09-12 103.10 1973-07-06 101.70 1974-01-24 104.30 1973-11-02 104.00 1974-04-30 102.90 1974-03-19 105.60 1974-08-30 105.80 1974-07-03 105.20 1975-01-02 104.70 1974-10-22 105.80 1975-04-30 103.30 1975-03-19 104.10 1975-09-02 105.80 1975-07-02 107.10 1976-01-07 107.50 1975-11-06 106.40 1976-05-04 107.20 1976-03-08 106.90 1976-12-28 110.80 1976-10-29 107.00 1977-10-28 115.00 1977-03-08 111.20 1978-11-01 105.34 1978-09-26 106.21 1979-05-02 97.65 1979-02-06 101.27 1979-11-13 94.69 1979-08-06 95.35 1980-06-11 89.06 1980-02-08 94.10 1980-08-28 85.97 1980-08-08 86.54 1981-02-05 82.47 1980-10-28 79.29 1981-07-31 79.20 1981-05-07 79.96 1982-01-27 81.39 1981-11-04 80.89 1982-08-05 79.83 1982-04-29 80.58 1983-02-11 80.75 1982-11-04 80.84 1983-08-12 76.03 1983-05-20 77.53 1984-02-15 69.20 1983-11-02 73.75 1984-09-06 70.13 1984-05-17 67.68 1985-02-14 72.73 1984-11-14 72.42 1985-08-17 73.02 1985-05-09 71.17 1986-02-12 75.67 1985-11-05 75.06 1986-08-29 76.37 1986-05-06 74.70 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 89 ftWellholedepth units: 226Wellholedepth:ftWelldepth units: 190Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC3792623.2s Page A-16 Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 128.00Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-117.92367Longitude: 33.8069603Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18070201Huc code: Not ReportedMonloc desc: WellMonloc type: 004S010W22N001SMonloc name: USGS-334825117552201Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: D16 WSW 1/2 - 1 Mile Lower USGS40000138328FED USGS Date:07/25/1995 Average Water Depth: 100 Deep Water Depth:Not Reported Shallow Water Depth: Not Reported Groundwater Flow:Not Reported Site ID:083001147T15 NW 1/2 - 1 Mile Lower 34027AQUIFLOW CADW50000003377Site id:Southern Region OfficeOrg unit n: Coastal Plain Of Orange CountyBasin desc:8-1Basin cd: 30County id: UnknownCasgem s 1:Not ReportedLocal well: 04S10W15P001SCasgem sta:338192N1179204W001Site code: 117.9204Longitude : 33.8192Latitude : B14 NW 1/2 - 1 Mile Lower CADW50000003377CA WELLS CADW50000003291Site id:Southern Region OfficeOrg unit n: Coastal Plain Of Orange CountyBasin desc:8-1Basin cd: 30County id: UnknownCasgem s 1:Not ReportedLocal well: 04S10W27C002SCasgem sta:338031N1179185W001Site code: 117.9185Longitude : 33.8031Latitude : C13 SSW 1/2 - 1 Mile Lower CADW50000003291CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC3792623.2s Page A-17 CADW50000003312Site id:Southern Region OfficeOrg unit n: Coastal Plain Of Orange CountyBasin desc:8-1Basin cd: 30County id: UnknownCasgem s 1:Not ReportedLocal well: 04S10W22N001SCasgem sta:338070N1179246W001Site code: 117.9246Longitude : 33.807Latitude : D17 WSW 1/2 - 1 Mile Lower CADW50000003312CA WELLS 1968-03-05 81.00 1968-06-11 83.40 1968-04-08 73.80 1968-08-08 84.40 1968-07-08 83.70 1969-01-09 85.70 1968-11-05 56.40 1969-04-29 82.30 1969-04-03 74.50 1969-06-30 79.60 1969-06-05 81.50 1969-09-02 80.30 1969-08-06 80.30 1969-11-03 80.10 1969-10-03 80.10 1970-02-03 78.00 1969-12-31 78.70 1970-04-01 77.60 1970-03-10 77.10 1970-06-01 78.40 1970-04-29 78.10 1970-08-06 80.10 1970-06-30 79.30 1970-10-05 82.00 1970-08-31 80.40 1970-12-10 82.50 1970-11-02 82.10 1971-04-08 82.30 1971-03-02 82.70 1971-06-09 83.30 1971-04-30 82.70 1971-08-30 87.50 1971-07-09 84.90 1972-01-11 90.50 1971-11-02 89.70 1972-07-06 95.50 1972-02-29 91.00 1973-01-05 101.00 1972-11-02 99.30 1973-05-10 99.00 1973-03-05 101.50 1973-09-12 104.40 1973-07-09 100.50 1974-05-04 108.70 1974-01-24 102.60 1974-08-30 107.30 1974-07-03 106.50 1975-04-30 104.80 1975-03-19 105.40 1976-01-07 108.50 1975-09-02 104.70 1976-12-28 112.20 1976-10-28 108.40 1978-09-26 108.59 1977-10-28 119.20 1979-02-06 103.63 1978-11-01 107.74 1979-08-06 98.23 1979-05-02 100.03 1980-02-08 95.98 1979-11-13 96.92 Note: The well was destroyed (no water level is recorded). 1980-06-11 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 62 Not ReportedWellholedepth units: Not ReportedWellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:Not ReportedConstruction date: Not ReportedAquifer type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC3792623.2s Page A-18 Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 150.00Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-117.9106144Longitude: 33.8227934Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18070201Huc code: Not ReportedMonloc desc: WellMonloc type: 004S010W15J004SMonloc name: USGS-334922117543501Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: E20 North 1/2 - 1 Mile Higher USGS40000138447FED USGS CADW50000003397Site id:Southern Region OfficeOrg unit n: Coastal Plain Of Orange CountyBasin desc:8-1Basin cd: 30County id: UnknownCasgem s 1:Not ReportedLocal well: 04S10W15J004SCasgem sta:338228N1179115W001Site code: 117.9115Longitude : 33.8228Latitude : E19 North 1/2 - 1 Mile Higher CADW50000003397CA WELLS ANAHEIMArea Served: 57397Connections:292900Pop Served: ANAHEIM, CA 92805 P.O. BOX 3222 (#559) Organization That Operates System: City of AnaheimSystem Name: 3010001System Number: WELL 025Source Name: UndefinedPrecision:334900.0 1175400.0Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3010001018FRDS Number: TEEUser ID:04S/10W-14M01 SPrime Station Code: Water System Information: 18 ENE 1/2 - 1 Mile Higher 5124CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC3792623.2s Page A-19 Date: 12/04/1992 Average Water Depth: 100 Deep Water Depth:Not Reported Shallow Water Depth: Not Reported Groundwater Flow:SW Site ID:083002178T25 SW 1/2 - 1 Mile Lower 49805AQUIFLOW Date:07/15/1998 Average Water Depth: Not Reported Deep Water Depth:86.15 Shallow Water Depth: 82.36 Groundwater Flow:Not Reported Site ID:083002312T24 NE 1/2 - 1 Mile Higher 64496AQUIFLOW CADW50000003293Site id:Southern Region OfficeOrg unit n: Coastal Plain Of Orange CountyBasin desc:8-1Basin cd: 30County id: UnknownCasgem s 1:Not ReportedLocal well: 04S10W26C001SCasgem sta:338039N1179024W001Site code: 117.9024Longitude : 33.8039Latitude : 23 SE 1/2 - 1 Mile Higher CADW50000003293CA WELLS Date:06/30/1995 Average Water Depth: Not Reported Deep Water Depth:58 Shallow Water Depth: 56 Groundwater Flow:Not Reported Site ID:083002078T22 NW 1/2 - 1 Mile Lower 38883AQUIFLOW CADW50000003277Site id:Southern Region OfficeOrg unit n: Coastal Plain Of Orange CountyBasin desc:8-1Basin cd: 30County id: UnknownCasgem s 1:Not ReportedLocal well: 04S10W27A001SCasgem sta:338005N1179110W001Site code: 117.911Longitude : 33.8005Latitude : 21 South 1/2 - 1 Mile Lower CADW50000003277CA WELLS 1977-10-28 157.80 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 1 Not ReportedWellholedepth units: Not ReportedWellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:Not ReportedConstruction date: Not ReportedAquifer type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC3792623.2s Page A-20 PH, LABORATORYChemical: 8.Findings:07/07/2011Sample Collected: SPECIFIC CONDUCTANCEChemical: 971. USFindings:07/07/2011Sample Collected: NITRATE + NITRITE (AS N)Chemical: 4130. UG/LFindings:04/12/2011Sample Collected: NITRATE (AS NO3)Chemical: 18.3 MG/LFindings:04/12/2011Sample Collected: TRICHLOROETHYLENEChemical: 0.6 UG/LFindings:04/12/2011Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3780. UG/LFindings:01/06/2011Sample Collected: NITRATE (AS NO3)Chemical: 16.71 MG/LFindings:01/06/2011Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3940. UG/LFindings:04/16/2013Sample Collected: NITRATE (AS NO3)Chemical: 17.43 MG/LFindings:04/16/2013Sample Collected: NITRATE + NITRITE (AS N)Chemical: 4110. UG/LFindings:01/16/2013Sample Collected: NITRATE (AS NO3)Chemical: 18.2 MG/LFindings:01/16/2013Sample Collected: NITRATE + NITRITE (AS N)Chemical: 4110. UG/LFindings:10/01/2012Sample Collected: NITRATE (AS NO3)Chemical: 18.17 MG/LFindings:10/01/2012Sample Collected: ANAHEIMArea Served: 57397Connections:292900Pop Served: ANAHEIM, CA 92805 P.O. BOX 3222 (#559) Organization That Operates System: City of AnaheimSystem Name: 3010001System Number: WELL 041Source Name: 1 Mile (One Minute)Precision:334800.0 1175500.0Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKEStation Type:08District Number: OrangeCounty:3010001034FRDS Number: TEEUser ID:04S/10W-27D03 SPrime Station Code: Water System Information: 26 SSW 1/2 - 1 Mile Lower 5155CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC3792623.2s Page A-21 TURBIDITY, LABORATORYChemical: 0.3 NTUFindings:07/13/2011Sample Collected: TURBIDITY, LABORATORYChemical: 0.1 NTUFindings:07/13/2011Sample Collected: URANIUM COUNTING ERRORChemical: 1.16 PCI/LFindings:07/07/2011Sample Collected: URANIUM (PCI/L)Chemical: 11. PCI/LFindings:07/07/2011Sample Collected: GROSS ALPHA COUNTING ERRORChemical: 1.98 PCI/LFindings:07/07/2011Sample Collected: GROSS ALPHAChemical: 11. PCI/LFindings:07/07/2011Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3690. UG/LFindings:07/07/2011Sample Collected: BROMIDEChemical: 0.17 MG/LFindings:07/07/2011Sample Collected: NITRATE (AS NO3)Chemical: 16.3 MG/LFindings:07/07/2011Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 644. MG/LFindings:07/07/2011Sample Collected: VANADIUMChemical: 3.6 UG/LFindings:07/07/2011Sample Collected: BORONChemical: 170. UG/LFindings:07/07/2011Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.46 MG/LFindings:07/07/2011Sample Collected: CHLORIDEChemical: 90. MG/LFindings:07/07/2011Sample Collected: POTASSIUMChemical: 4.4 MG/LFindings:07/07/2011Sample Collected: SODIUMChemical: 67.7 MG/LFindings:07/07/2011Sample Collected: MAGNESIUMChemical: 19.3 MG/LFindings:07/07/2011Sample Collected: CALCIUMChemical: 106. MG/LFindings:07/07/2011Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 344. MG/LFindings:07/07/2011Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: 0.35 MG/LFindings:07/07/2011Sample Collected: BICARBONATE ALKALINITYChemical: 195. MG/LFindings:07/07/2011Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: 195. MG/LFindings:07/07/2011Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC3792623.2s Page A-22 24000Sourcemap scale:-117.8986695Longitude: 33.8175158Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: 004S010W23B002SMonloc name: USGS-334903117535201Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: 28 ENE 1/2 - 1 Mile Higher USGS40000138407FED USGS Not ReportedArea Served: Unknown, Small SystemConnections:Unknown, Small SystemPop Served: Not Reported Organization That Operates System: SAVANNA MUTUAL WATER CORPSystem Name: 3000539System Number: WELL 01 - DESTROYEDSource Name: 1,000 Feet (10 Seconds)Precision:334925.0 1175425.0Source Lat/Long: DestroyedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKEStation Type:08District Number: OrangeCounty:3000539001FRDS Number: TEEUser ID:04S/11W-15R02 SPrime Station Code: Water System Information: 27 NNE 1/2 - 1 Mile Higher 5234CA WELLS NITRATE + NITRITE (AS N)Chemical: 4020. UG/LFindings:07/09/2012Sample Collected: NITRATE (AS NO3)Chemical: 17.8 MG/LFindings:07/09/2012Sample Collected: NITRATE + NITRITE (AS N)Chemical: 4120. UG/LFindings:04/03/2012Sample Collected: NITRATE (AS NO3)Chemical: 18.2 MG/LFindings:04/03/2012Sample Collected: NITRATE + NITRITE (AS N)Chemical: 4170. UG/LFindings:01/04/2012Sample Collected: NITRATE (AS NO3)Chemical: 18.45 MG/LFindings:01/04/2012Sample Collected: TRICHLOROETHYLENEChemical: 0.6 UG/LFindings:01/04/2012Sample Collected: NITRATE + NITRITE (AS N)Chemical: 4260. UG/LFindings:10/05/2011Sample Collected: NITRATE (AS NO3)Chemical: 18.84 MG/LFindings:10/05/2011Sample Collected: TRICHLOROETHYLENEChemical: 0.8 UG/LFindings:10/05/2011Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC3792623.2s Page A-23 Not ReportedEnf. Action:Not ReportedEnforcement Date: 95V0001Violation ID: 1993-07-01 - 2015-12-31Compliance Period: LEAD & COPPER RULEContaminant: Initial Tap Sampling for Pb and CuViolation Type: TRACT 1322 WATER SYSTEM INSystem Name: ENFORCEMENT INFORMATION: Violations information not reported. 00000030Population:UntreatedTreatment Class: Not ReportedCity Served: 117 55 42Facility Longitude:33 48 30Facility Latitude: ANAHEIM, CA 92802 1661 W CERRITOS AVENUE TRACT 1322 WATER SYSTEM INC System Owner/Responsible PartyAddressee / Facility: ANAHEIM, CA 92802 1669 W CERRITOS AV TRACT 1322 WATER SYSTEM INC TRACT 1322 WATER SYSTEM INCPWS Name: Not ReportedDate Deactivated:8404Date Initiated: CA3000546PWS ID: 30 WSW 1/2 - 1 Mile Lower CA3000546FRDS PWS Date:06/1995 Average Water Depth: Not Reported Deep Water Depth:50 Shallow Water Depth: 40 Groundwater Flow:Not Reported Site ID:083002528T29 NNW 1/2 - 1 Mile Higher 68300AQUIFLOW 2001-01-05 85 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 1 ftWellholedepth units: 356Wellholedepth:ftWelldepth units: 356Welldepth:Not ReportedConstruction date: Unconfined single aquiferAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 158Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC3792623.2s Page A-24 Date: 10/23/1997 Average Water Depth: Not Reported Deep Water Depth:82.11 Shallow Water Depth: 76.83 Groundwater Flow:Not Reported Site ID:083000719T31 SE 1/2 - 1 Mile Higher 66476AQUIFLOW Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC3792623.2s Page A-25 3 NW 1/2 - 1 Mile CAOG9A000018514OIL_GAS CAOG9A000017962Site id:POGGissymbol: / /Completion:/ /Abandonedd: Not ReportedRedrillfoo:Not ReportedWelldeptha: 12/30/1899Spuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:HolsingerLeasename: Not ReportedComments: hudGissourcec: -117.911217Glong: 33.815646Glat: Not ReportedLocationde: Not ReportedElevation:SBBasemeridi: 10WRange:04STownship: 22Section: Any AreaAreaname: Anaheim (ABD)Fieldname:OrangeCountyname: McVicar-Rood-HallOperatorna: PWellstatus:NDryhole: Not ReportedRedrillcan:NBlmwell: 05900429Apinumber:1Districtnu: 2 NNE 1/4 - 1/2 Mile CAOG9A000017962OIL_GAS CAOG9A000017838Site id:PDHGissymbol: / /Completion:/ /Abandonedd: Not ReportedRedrillfoo:Not ReportedWelldeptha: 12/30/1899Spuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:FoilesLeasename: Not ReportedComments: hudGissourcec: -117.91007Glong: 33.814707Glat: Not ReportedLocationde: Not ReportedElevation:SBBasemeridi: 10WRange:04STownship: 22Section: Any AreaAreaname: Anaheim (ABD)Fieldname:OrangeCountyname: Oryx Energy CompanyOperatorna: PWellstatus:NDryhole: Not ReportedRedrillcan:NBlmwell: 05900430Apinumber:1Districtnu: 1 NE 1/4 - 1/2 Mile CAOG9A000017838OIL_GAS Map ID Direction Distance EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC3792623.2s Page A-26 CAOG9A000018514Site id:PDHGissymbol: / /Completion:/ /Abandonedd: Not ReportedRedrillfoo:Not ReportedWelldeptha: 12/30/1899Spuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:WeiselLeasename: Not ReportedComments: hudGissourcec: -117.923903Glong: 33.819838Glat: Not ReportedLocationde: Not ReportedElevation:SBBasemeridi: 10WRange:04STownship: 16Section: Any AreaAreaname: Any FieldFieldname:OrangeCountyname: CalResources LLCOperatorna: PWellstatus:NDryhole: Not ReportedRedrillcan:NBlmwell: 05901145Apinumber:1Districtnu: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC3792623.2s Page A-27 Not ReportedNot ReportedNot ReportedNot ReportedBasement Not ReportedNot ReportedNot ReportedNot ReportedLiving Area - 2nd Floor 0%0%100%0.763 pCi/LLiving Area - 1st Floor % >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea Number of sites tested: 30 Federal Area Radon Information for ORANGE COUNTY, CA : Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L. Federal EPA Radon Zone for ORANGE County: 3 01792802 ______________________ > 4 pCi/LNum TestsZipcode Radon Test Results State Database: CA Radon AREA RADON INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® TOPOGRAPHIC INFORMATION USGS 7.5’ Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. Scanned Digital USGS 7.5’ Topographic Map (DRG) Source: United States Geologic Survey A digital raster graphic (DRG) is a scanned image of a U.S. Geological Survey topographic map. The map images are made by scanning published paper maps on high-resolution scanners. The raster image is georeferenced and fit to the Universal Transverse Mercator (UTM) projection. HYDROLOGIC INFORMATION Flood Zone Data: This data, available in select counties across the country, was obtained by EDR in 2003 & 2011 from the Federal Emergency Management Agency (FEMA). Data depicts 100-year and 500-year flood zones as defined by FEMA. NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002 and 2005 from the U.S. Fish and Wildlife Service. HYDROGEOLOGIC INFORMATION AQUIFLOW Information SystemR Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Services The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Services (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Services, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. TC3792623.2s Page A-28 PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. STATE RECORDS Water Well Database Source: Department of Water Resources Telephone: 916-651-9648 California Drinking Water Quality Database Source: Department of Health Services Telephone: 916-324-2319 The database includes all drinking water compliance and special studies monitoring for the state of California since 1984. It consists of over 3,200,000 individual analyses along with well and water system information. OTHER STATE DATABASE INFORMATION California Oil and Gas Well Locations Source: Department of Conservation Telephone: 916-323-1779 Oil and Gas well locations in the state. RADON State Database: CA Radon Source: Department of Health Services Telephone: 916-324-2208 Radon Database for California Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. TC3792623.2s Page A-29 PHYSICAL SETTING SOURCE RECORDS SEARCHED OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration California Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary fault lines, prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California’s Preliminary Fault Activity Map prepared by the California Division of Mines and Geology. STREET AND ADDRESS INFORMATION © 2010 Tele Atlas North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC3792623.2s Page A-30 PHYSICAL SETTING SOURCE RECORDS SEARCHED 1441 South Manchester Avenue California United Bank Andersen Environmental Project No. 1311-1885 APPENDIX III SUPPORTING DOCUMENTATION Certified Sanborn® Map Report 1441 South Manchester Avenue 1441 South Manchester Avenue Anaheim, CA 92802 Inquiry Number: 3792623.3 November 21, 2013 Certified Sanborn® Map Report 11/21/13 Site Name: 1441 South Manchester 1441 South Manchester Anaheim, CA 92802 Client Name: Andersen Environmental 5261 West Imperial Highway Los Angeles, CA 90045 Contact: Elizabeth ZhaoEDR Inquiry # 3792623.3 The complete Sanborn Library collection has been searched by EDR, and fire insurance maps covering the target property location provided by Andersen Environmental 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. Certified Sanborn Results: Site Name:1441 South Manchester Avenue Address:1441 South Manchester Avenue City, State, Zip:Anaheim, CA 92802 Cross Street: P.O. #NA Project:1311-1885 Certification #523D-4F85-825E Library of Congress University Publications of America EDR Private Collection The Sanborn Library LLC Since 1866™ The Sanborn Library includes more than 1.2 million Sanborn fire insurance maps, which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Sanborn® Library search results Certification # 523D-4F85-825E UNMAPPED PROPERTY This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found. Limited Permission To Make Copies Andersen Environmental (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 2013 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. 3792623 - 3 page 2 1441 South Manchester Avenue 1441 South Manchester Avenue Anaheim, CA 92802 Inquiry Number: 3792623.6 November 21, 2013 The EDR-City Directory Abstract 440 Wheelers Farms Road Milford, CT 06461 800.352.0050 www.edrnet.comEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources IncEnvironmental Data Resources Inc TABLE OF CONTENTS SECTION Executive Summary Findings Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2013 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.’s (EDR) City Directory Abstract is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR’s City Directory Abstract includes a search and abstract of available city directory data. For each address, the directory lists the name of the corresponding occupant at five year intervals. Business directories including city, cross reference and telephone directories were reviewed, if available, at approximately five year intervals for the years spanning 1920 through 2013. This report compiles information gathered in this review by geocoding the latitude and longitude of properties identified and gathering information about properties within 660 feet of the target property. A summary of the information obtained is provided in the text of this report. RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. An "X" indicates where information was identified in the source and provided in this report. Source TPYear Adjoining Text Abstract Source Image 2013 Cole Information Services X X X - 2008 Cole Information Services X X X - 2003 Cole Information Services X X X - 2002 Haines Company - --- 2001 Pacific Telephone - --- 1997 Pacific Bell - --- 1995 Pacific Bell X X X - 1992 Pacific Bell - --- 1991 Pacific Bell X X X - 1986 Pacific Bell X X X - 1980 Pacific Telephone X X X - 1975 Luskey Brothers & Co., Inc.- X X - 1971 Luskey Brothers Co., Inc.- --- 1970 General Telephone Co., of California - X X - Ross Publications - X X - 1966 Pacific Telephone - X X - 1965 Ross Publications, Inc.,- --- 1961 Luskey Brothers & Co.,- X X - 1960 Luskey Brothers & Co.,- --- 1956 Luskey Brothers & Co., Inc.- --- 1955 The Pacific Telephone and Telegraph Co.- --- 1952 Luskeys Directory Service Co.- --- 1950 West Directory Co.- --- 1946 Southern California Telephone Co.- X X - 1945 McCutcheon & Bragonier - --- 1941 Southern California Telephone Co.- --- 3792623-6 Page 1 EXECUTIVE SUMMARY Source TPYear Adjoining Text Abstract Source Image 1936 W estern Directory Co.- --- 1930 Western Directory Co.- --- 1926 Pacific Telephone - --- 1925 Western Directory Co.- --- 1922 Kaasen Directory Co.- --- 1921 Western Directory Co.- --- 1920 Santa Ana Directory Co.- --- 3792623-6 Page 2 EXECUTIVE SUMMARY MAP INFORMATION The Ov erview Map provides information on nearby property parcel boundaries. Properties on this map that were selected for research are listed below the map. SELECTED ADDRESSES The following addresses were selected by the client. Detailed findings are cont ained in the findings section. An "X" indicates where information was identified. Address Type Findings 1441 South Manchester Avenue Map ID: 1 X 1477 S MANCHESTER AVE Map ID: 3 X 1460 S HARBOR BLVD Map ID: 4 X 1415 S HARBOR BLVD Map ID: 5 309 W MIDWAY DR Map ID: 7 X 318 W PALAIS RD Client Entered X 3792623-6 Page 3 FINDINGS TARGET PROPERTY INFORMATION ADDRESS 1441 South Manchester Avenue Anaheim, CA 92802 FINDINGS DETAIL Target Property research detail. MANCHESTER 1441 MANCHESTER Year Uses Source 1995 PENNY SLEEPER INN Pacific Bell Pennysaver Private Party Classified Advertising Pacific Bell S MANCHESTER AVE 1441 S MANCHESTER AVE Year Uses Source 2013 QUALITY INN & SUITES ANAHEIM Cole Information Services 2008 GLOBAL HOTEL NETWORK INC Cole Information Services MICKEYS GIFT SHOP Cole Information Services PENNY SLEEPER Cole Information Services QUALITY INN & SUITES ANAHEIM RESORT Cole Information Services VILLAGER LODGE Cole Information Services 2003 INFINITY GIFT SHOP Cole Information Services PENNY SLEEPER INN Cole Information Services VILLAGER LODGE Cole Information Services 1995 PENNY SLEEPER INN Pacific Bell Pennys Gifts Pacific Bell 1991 PENNY SLEEPER INN Pacific Bell 1986 PE N NZ S LE E PE R IN N Pacific Bell 1980 Hotel Ofe Pacific Telephone PE N NZ S LE E PE R IN N Pacific Telephone Reservations Pacific Telephone 3792623-6 Page 4 Year Uses Source FINDINGS South Manchester Avenue 1441 South Manchester Avenue Year Uses Source 1995 PENNY SLEEPER INN Pacific Bell Pennys Gifts Pacific Bell Pennysaver Private Party Classified Advertising Pacific Bell 1991 PENNY SLEEPER INN Pacific Bell 1986 PE N NZ S LE E PE R IN N Pacific Bell 1980 Hotel Ofe Pacific Telephone PE N NZ S LE E PE R IN N Pacific Telephone Reservations Pacific Telephone 3792623-6 Page 5 FINDINGS ADJOINING PROPERTY DETAIL The following Adjoining Property addresses were researched for this report. Detailed findings are provided for each address. E PALAIS RD 310 E PALAIS RD Year Uses Source 1986 Krebs Dan I Pacific Bell 1975 Gonzales M Luskey Brothers & Co., Inc. 1966 Powell Richard H Pacific Telephone 315 E PALAIS RD Year Uses Source 1961 JT BALOWIN Luskey Brothers & Co., JS CONIPF Luskey Brothers & Co., ML GANN a PR 2 aa Luskey Brothers & Co., T JEFFERY Luskey Brothers & Co., F LUIS Luskey Brothers & Co., AJ PINKHAM Luskey Brothers & Co., SE ROWDEN Luskey Brothers & Co., P WHITE Luskey Brothers & Co., 318 E PALAIS RD Year Uses Source 1975 Palomino Barry Luskey Brothers & Co., Inc. 1961 L ABRAHAMS Luskey Brothers & Co., R DIONNE a PR 4 aa Luskey Brothers & Co., aa AA KEUP a PR 4 aa Luskey Brothers & Co., RA MILLER Luskey Brothers & Co., El MINCH PR 2 aa Luskey Brothers & Co., R THIBEAULTP a KE 5 aa Luskey Brothers & Co., 321 E PALAIS RD Year Uses Source 1966 Ritter Gerald Pacific Telephone 1961 H FRENCH Luskey Brothers & Co., L HARRISON Luskey Brothers & Co., DA KREITZ PR 4 aa Luskey Brothers & Co., R WHITLOCK a a KE 5 aa Luskey Brothers & Co., 3792623-6 Page 6 Year Uses Source FINDINGS Year Uses Source 1961 G MCDONALD Luskey Brothers & Co., GA NEWBY PR 2 aa Luskey Brothers & Co., PM RAGUSE PR 2 aa Luskey Brothers & Co., CO LUND PR 2 aa Luskey Brothers & Co., 327 E PALAIS RD Year Uses Source 1966 Douglas Brad Pacific Telephone 1961 GH PARMELEE PR 2 aa Luskey Brothers & Co., P HAYES Luskey Brothers & Co., GD DEBOLT Luskey Brothers & Co., CE ROREX Luskey Brothers & Co., R WARTBURG Luskey Brothers & Co., RC LUDING Luskey Brothers & Co., MANCHESTER 1477 MANCHESTER Year Uses Source 1970 AA ALCOHOLICS ANONYMOUS CENTRAL OFC from the following exchanges only Caplstrano Valley Laguna Beach San Clemente General Telephone Co., of California MANCHESTER AVE S 1477 MANCHESTER AVE S Year Uses Source 1970 W ALKER & LEE GENL OFCS S MANCHESTER AV ANH Ross Publications AMCON INDUSTRIES INC S MANCHESTER ANH Ross Publications CASUALTY INS CO OF CALIF S MANCHESTER AV ANH Ross Publications HILL INSURANCE S MANCHESTER AV ANH Ross Publications MIDWAY DR 209 MIDWAY DR Year Uses Source 1970 Hale Frances M Mrs General Telephone Co., of California 3792623-6 Page 7 Year Uses Source FINDINGS MIDWAY DR W 219 MIDWAY DR W Year Uses Source 1970 10 NIELSEN SANDRA W MIDWAY DR APT 10 ANH Ross Publications 11 CHRISTIAN GRACE W MIDWAY DR APT 11 ANH Ross Publications 14 LAMBERTY JANICE W MIDWAY DR APT 14 ANH Ross Publications 15 FRUTOS JUSTO REV W MIDWAY DR APT 15 ANH Ross Publications APARTMENTS Ross Publications 8 COLBERG RICHARD W MIDWAY DR APT 8 ANH Ross Publications 4 DISLEVY DON W MIDWAY DR APT 4 ANH Ross Publications 2 DELGADO MR W MIDWAY DR APT 2 ANH Ross Publications 16 BATES NATALIE B -16 W MIDWAY DR ANH Ross Publications PALAIS RD 315 PALAIS RD Year Uses Source 1986 Hamada Harrison R B Pacific Bell 318 PALAIS RD Year Uses Source 1966 Keup Arnold Pacific Telephone PALAIS RD W 219 PALAIS RD W Year Uses Source 1970 MID-PALM APARTMENTS W PALAIS RD ANH Ross Publications 6 CORDELL JAMES W PALAIS RD APT 6 ANH Ross Publications 9 STEENBACK DONALD (ELLEN) -9 W PALAIS RD ANH Ross Publications 14 CHASE ROBT P W PALAIS RD APT 14 ANH Ross Publications 3792623-6 Page 8 Year Uses Source FINDINGS Year Uses Source 1970 14 CHASE JAMES E W PALAIS RD APT 14 ANH Ross Publications 29 PILLOW WS W PALAIS RD APT 29 ANH Ross Publications 23 CROW DER DOREEN GAIL -23 W PALAIS RD ANH Ross Publications 25 POPE LARRY W W PALAIS RD APT 25 ANH Ross Publications 310 PALAIS RD W Year Uses Source 1970 APARTMENTS Ross Publications 1 CASTILLO SAM O W PALAIS RD APT 1 ANH Ross Publications 315 PALAIS RD W Year Uses Source 1970 12 LEE JERRY J W PALAIS RD APT 12 ANH Ross Publications 1 VAN STEVE W PALAIS RD APT 1 ANH Ross Publications PALAIS VILLA APTS W PALAIS RD ANH Ross Publications 318 PALAIS RD W Year Uses Source 1970 APARTMENTS Ross Publications 6 KEUP ARNOLD (DOROTHY) W PALAIS RD APT 6 ANH Ross Publications 321 PALAIS RD W Year Uses Source 1970 LEE ROBERT W W PALAIS RD ANH Ross Publications THOMPSON WARREN W PALAIS RD ANH Ross Publications 327 PALAIS RD W Year Uses Source 1970 3 LUKANICH EDW P W PALAIS RD APT 3 ANH Ross Publications 4 DESKIN WILLIAM W PALAIS RD APT 4 ANH Ross Publications APARTMENTS Ross Publications 2 THOMAS ROSS D W PALAIS RD APT 2 ANH Ross Publications 3792623-6 Page 9 Year Uses Source FINDINGS PALM ST S 1372 PALM ST S Year Uses Source 1970 N FITZPATRICK STUART A S PALM APT N ANH Ross Publications J BURNS JOE A S PALM APT J ANH Ross Publications F MALTESE BENEDICT S PALM APT F ANH Ross Publications D TOBAR DAVID S PALM APT D ANH Ross Publications B HOLDEN ROBERT T S PALM APT B ANH Ross Publications CREST APARTMENTS S PALM ANH Ross Publications S HARBOR BLVD 1460 S HARBOR BLVD Year Uses Source 2013 ANAHEIM FAIRFIELD INN BY MARRIOTT Cole Information Services FAIRFIELD INN ANAHEIM DISNEYLAND RES Cole Information Services MARRIOTT HOTELS & RESORTS Cole Information Services 2008 FAIRFIELD INN ANAHEIM DISNEYLAND RES Cole Information Services GALAMAR ENTERPRISES INC Cole Information Services 2003 ANAHEIM FAIRFIELD INN Cole Information Services ANAHEIM MARRIOTT SUITES Cole Information Services 1995 Ramada Hotel Main Gate Pacific Bell Ramada Inn Ramada Hotel Main Gate Pacific Bell Roger Morris Hotel Pacific Bell 1991 Ramada Hotel Main Gate Pacific Bell Ramada Inn Ramada Hotel Main Gate Pacific Bell S MANCHESTER AVE 1415 S MANCHESTER AVE Year Uses Source 2003 AIRPORT BUS Cole Information Services 1475 S MANCHESTER AVE Year Uses Source 1961 RC BOLTE PR 5 aa Luskey Brothers & Co., 3792623-6 Page 10 Year Uses Source FINDINGS 1477 S MANCHESTER AVE Year Uses Source 2013 W EST COAST UNIVERSITY Cole Information Services WEST COAST UNIVERSITY Cole Information Services 2003 ANAHEIM ENTERTAINMENT CTR Cole Information Services MANCHESTER BUILDING Cole Information Services ANAHEIM ENTERTAINMENT CTR Cole Information Services MANCHESTER BUILDING Cole Information Services 1980 Lee Mortgage Co Pacific Telephone I Pacific Telephone Fro Long Beac Telephones Call Pacific Telephone From @Los Angeles@ Telephones Call Pacific Telephone Administration Office Pacific Telephone Home Shoppers Information Center Pacific Telephone Homecrest Insurance Agency Pacific Telephone Home Shoppers Information Center Pacific Telephone Homecrest Insurance Agency Pacific Telephone Administration Office Pacific Telephone I Pacific Telephone Fro Long Beac Telephones Call Pacific Telephone From @Los Angeles@ Telephones Call Pacific Telephone Lee Mortgage Co Pacific Telephone 1975 Lee Mortgage Co Luskey Brothers & Co., Inc. Administrative Office Luskey Brothers & Co., Inc. Walker & Lee Mortgage Co Luskey Brothers & Co., Inc. Administrative & General Offices Luskey Brothers & Co., Inc. White Josh Josh White Associates Inc Luskey Brothers & Co., Inc. J W A Josh White Associates Inc Luskey Brothers & Co., Inc. Josh White Associates Inc Luskey Brothers & Co., Inc. J W A Josh White Associates Inc Luskey Brothers & Co., Inc. Josh White Associates Inc Luskey Brothers & Co., Inc. Lee Mortgage Co Luskey Brothers & Co., Inc. Administrative & General Offices Luskey Brothers & Co., Inc. Administrative Office Luskey Brothers & Co., Inc. Walker & Lee Mortgage Co Luskey Brothers & Co., Inc. White Josh Josh White Associates Inc Luskey Brothers & Co., Inc. 1970 A A AJAXCOINCrlestloans General Telephone Co., of California Nell Walt Associates pub relatns General Telephone Co., of California Dealers Diversified Services Inc General Telephone Co., of California 3792623-6 Page 11 Year Uses Source FINDINGS Year Uses Source 1970 JAXCO General Telephone Co., of California AJAX A A MORTGAGE CO INC General Telephone Co., of California Ameon Industries Inc General Telephone Co., of California Keeler Fred A CLU General Telephone Co., of California WALKER & LEE realtors Contd Sales Offices Orange County Contd Santa ANAHEIM General Telephone Co., of California Administrative General Offices General Telephone Co., of California Acreage Department General Telephone Co., of California WALKER & LEE realtors Contd Sales Offices Orange County Contd Santa ANAHEIM General Telephone Co., of California Investment Department General Telephone Co., of California WALKER & LEE realtors Contd Sales Offices Orange County Contd Santa ANAHEIM General Telephone Co., of California Marketing Services General Telephone Co., of California WALKER & LEE realtors Contd Sales Offices Orange County Contd Santa ANAHEIM General Telephone Co., of California Property Management General Telephone Co., of California WALKER & LEE realtors Contd Sales Offices Orange County Contd Santa ANAHEIM General Telephone Co., of California Subdivision Sales General Telephone Co., of California Walker & Lee Insurance Inc General Telephone Co., of California Walker & Lee Insurance Inc General Telephone Co., of California Fears Donald J Architect AIA General Telephone Co., of California Ferguson J Donald CLV General Telephone Co., of California WALKER & LEE realtors Contd Sales Offices Orange County Contd Santa ANAHEIM General Telephone Co., of California C I C FINANCIAL General Telephone Co., of California SCHMID EVERETT S apprsr General Telephone Co., of California CALIFORNIA General Telephone Co., of California Money Doctor General Telephone Co., of California Casualty Insurance Company of California General Telephone Co., of California NATIONAL SIERRA PICTURES CORP General Telephone Co., of California Murphy Donald General Telephone Co., of California Moore C Jerome General Telephone Co., of California REED J C INSURANCE INC General Telephone Co., of California AA ALCOHOLICS ANONYMOUS CENTRAL OFC from the following exchanges only Caplstrano Valley Laguna Beach San Clemente General Telephone Co., of California REED J C INSURANCE INC General Telephone Co., of California A A AJAXCOINCrlestloans General Telephone Co., of California AJAX A A MORTGAGE CO INC General Telephone Co., of California 3792623-6 Page 12 Year Uses Source FINDINGS Year Uses Source 1970 Ameon Industries Inc General Telephone Co., of California C I C FINANCIAL General Telephone Co., of California CALIFORNIA General Telephone Co., of California Casualty Insurance Company of California General Telephone Co., of California Dealers Diversified Services Inc General Telephone Co., of California Fears Donald J Architect AIA General Telephone Co., of California Ferguson J Donald CLV General Telephone Co., of California JAXCO General Telephone Co., of California Keeler Fred A CLU General Telephone Co., of California Money Doctor General Telephone Co., of California Moore C Jerome General Telephone Co., of California Murphy Donald General Telephone Co., of California NATIONAL SIERRA PICTURES CORP General Telephone Co., of California Nell Walt Associates pub relatns General Telephone Co., of California SCHMID EVERETT S apprsr General Telephone Co., of California Administrative General Offices General Telephone Co., of California WALKER & LEE realtors Contd Sales Offices Orange County Contd Santa ANAHEIM General Telephone Co., of California Acreage Department General Telephone Co., of California WALKER & LEE realtors Contd Sales Offices Orange County Contd Santa ANAHEIM General Telephone Co., of California WALKER & LEE realtors Contd Sales Offices Orange County Contd Santa ANAHEIM General Telephone Co., of California Investment Department General Telephone Co., of California Marketing Services General Telephone Co., of California WALKER & LEE realtors Contd Sales Offices Orange County Contd Santa ANAHEIM General Telephone Co., of California WALKER & LEE realtors Contd Sales Offices Orange County Contd Santa ANAHEIM General Telephone Co., of California Property Management General Telephone Co., of California Subdivision Sales General Telephone Co., of California WALKER & LEE realtors Contd Sales Offices Orange County Contd Santa ANAHEIM General Telephone Co., of California Walker & Lee Insurance Inc General Telephone Co., of California Walker & Lee Insurance Inc General Telephone Co., of California AMCON INDUSTRIES INC S MANCHESTER ANH Ross Publications CASUALTY INS CO OF CALIF S MANCHESTER AV ANH Ross Publications HILL INSURANCE S MANCHESTER AV ANH Ross Publications 3792623-6 Page 13 Year Uses Source FINDINGS Year Uses Source 1970 W ALKER & LEE GENL OFCS S MANCHESTER AV ANH Ross Publications 1966 Schmid Everett S apprsr Pacific Telephone Walker & Lee Inc r est Administrative General Offices Pacific Telephone Zonni Ginocchio & Taylor Pacific Telephone Atlas Management Co Pacific Telephone Boren Ron Inc Pacific Telephone CASUALTY INSURANCE COMPANY OF CALIFORNIA Pacific Telephone GREAT AMER RESERVE INS CO Pacific Telephone H & O Co Pacific Telephone MAJESTIC REALTY INC Pacific Telephone Marketing Concepts Inc Pacific Telephone Mead Johnson Labs Div of Mead Johnson & Co Pacific Telephone O C Properties Pacific Telephone Orange County Associated Chamber of Commerce Pacific Telephone Orange County Chamber of Commerce Pacific Telephone Pedersen Lloyd S & Associates Pacific Telephone REED J C INC Pacific Telephone Pedersen Lloyd S & Associates Pacific Telephone Walker & Lee Inc r est Administrative General Offices Pacific Telephone REED J C INC Pacific Telephone MAJESTIC REALTY INC Pacific Telephone Zonni Ginocchio & Taylor Pacific Telephone Atlas Management Co Pacific Telephone Marketing Concepts Inc Pacific Telephone Schmid Everett S apprsr Pacific Telephone Boren Ron Inc Pacific Telephone GREAT AMER RESERVE INS CO Pacific Telephone H & O Co Pacific Telephone Mead Johnson Labs Div of Mead Johnson & Co Pacific Telephone O C Properties Pacific Telephone CASUALTY INSURANCE COMPANY OF CALIFORNIA Pacific Telephone Orange County Chamber of Commerce Pacific Telephone Orange County Associated Chamber of Commerce Pacific Telephone 3792623-6 Page 14 Year Uses Source FINDINGS S PALM ST 1372 S PALM ST Year Uses Source 1995 Galvan Natividad Pacific Bell Moreno Raul Pacific Bell Picon Isidoro Pacific Bell 1991 Arroyo Jorge Pacific Bell Candelario Maria Erica Pacific Bell Garfias Roque Pacific Bell Morales Jose Lu Is Pacific Bell Las Palomas Apartments Pacific Bell 1986 Cardenas Jorge C Pacific Bell Garcia Manuel N Pacific Bell Garca Serg o Pacific Bell Morales Sebastian Pacific Bell Ochoa Joaquin Pacific Bell Pallares A Pacific Bell Parra Antonio Pacific Bell 1980 Silva Juan Pacific Telephone Romero Jose Pacific Telephone Marquez Felipe Pacific Telephone Ayala Teresa M Pacific Telephone Dewey Christopher A Pacific Telephone Gomez Tossas Burgos Pacific Telephone 1975 Hirst Blaine Luskey Brothers & Co., Inc. Heath Sherman Luskey Brothers & Co., Inc. Quimilman Robt A Luskey Brothers & Co., Inc. 1970 Crest Apts General Telephone Co., of California Fitzpatrick Stuart A General Telephone Co., of California Maltese Benedict General Telephone Co., of California Morgan Frances K General Telephone Co., of California W MANCHESTER AVE 510 W MANCHESTER AVE Year Uses Source 1946 Johns Liquor Store Southern California Telephone Co. Buena Park Drive In Mkt Southern California Telephone Co. 3792623-6 Page 15 Year Uses Source FINDINGS W MIDWAY DR 200 W MIDWAY DR Year Uses Source 2013 ANAHEIM RESORT R V PARK Cole Information Services 2008 ELVEE INC Cole Information Services 2003 ELVEE INC Cole Information Services 201 W MIDWAY DR Year Uses Source 1980 Everton M T Pacific Telephone 219 W MIDWAY DR Year Uses Source 1995 Lopez Teodora Oliver Pacific Bell 1991 Lua Diaz Jose Pacific Bell Banuelos Ana Rosa Pacific Bell Juarez Morales Eiva Pacific Bell Gutierrez Rudy R Pacific Bell Martnez Martin Pacific Bell 1986 Gutierrez Rudy R Pacific Bell Martinez Gilberto Pacific Bell Oliver Teodora Pacific Bell Portillo Maria Pacific Bell Reynoso Alejandro Pacific Bell Rodnguez Alfonso Pacific Bell Rodriguez Juan Pacific Bell 1980 Hemandez Luis Pacific Telephone I Irons Charlie Pacific Telephone Romo Rosalva Pacific Telephone Thomas Julie Pacific Telephone Treadway Donna Pacific Telephone Atkins Marty :130 E Yorba Linda Bl @Fullerton@ Pacific Telephone Atkins Mark Pacific Telephone 1975 Bland J B Luskey Brothers & Co., Inc. Judd K Luskey Brothers & Co., Inc. Moore Pamela K Luskey Brothers & Co., Inc. Pitts Debbie A Luskey Brothers & Co., Inc. Reeves Ron Dennis Luskey Brothers & Co., Inc. 3792623-6 Page 16 Year Uses Source FINDINGS Year Uses Source 1975 Sandoval Leobardo Luskey Brothers & Co., Inc. Stidham Bruce Luskey Brothers & Co., Inc. Wage Dennis Luskey Brothers & Co., Inc. 1970 Colbeig Richard General Telephone Co., of California Delgado M R General Telephone Co., of California DIslevy Don General Telephone Co., of California Harper C W General Telephone Co., of California Lamberty Janice General Telephone Co., of California Massey Kathy General Telephone Co., of California Massey Thorn General Telephone Co., of California Oghorn Jack T General Telephone Co., of California 1966 Anderson Bob Pacific Telephone Anderson Frances W Pacific Telephone Friend Jim Pacific Telephone Ward Michael Pacific Telephone 280 W MIDWAY DR Year Uses Source 1991 Hoe Chas J Pacific Bell Hoebeke S Pacific Bell Map ID: 7309 W MIDWAY DR Year Uses Source 1995 Escovedo Juan Pacific Bell 1991 Moreno Fernando Pacific Bell Montejo Justo Pacific Bell Chavez Ignacio Ceballos Pacific Bell Gonzalez Rodriguez Sergio Pacific Bell Paiz Emilia Pacific Bell Sperry Burton Pacific Bell Lira Isidro Pacific Bell Barajas Javier Pacific Bell 1986 Foster Rodney Pacific Bell Had Sharon Pacific Bell Pizano Ayala Alberto Pacific Bell 1980 Recinos Carolina Pacific Telephone Sanchez Antonio Pacific Telephone Currola Alejo E Pacific Telephone Sanchez Manuela Pacific Telephone 3792623-6 Page 17 Year Uses Source FINDINGS Year Uses Source 1980 Olivarria Marcos Pacific Telephone Zacks Charles Pacific Telephone Bueno Guadalupe Pacific Telephone Mata Daniel Garcia Pacific Telephone Sperry Burton Pacific Telephone Carrillo Lorenzo Fuerte Pacific Telephone In ain Lance L Pacific Telephone 1975 Bulat J D Luskey Brothers & Co., Inc. Perez Rene Luskey Brothers & Co., Inc. Talostan Abdulghany Luskey Brothers & Co., Inc. Walker Wm M Luskey Brothers & Co., Inc. Warner Don Luskey Brothers & Co., Inc. Morales Ada Luskey Brothers & Co., Inc. Oliver Carlos Popoca Luskey Brothers & Co., Inc. Sperry Burton Luskey Brothers & Co., Inc. 1970 Sperry Burton General Telephone Co., of California Perez Lawrence General Telephone Co., of California Bates Jas P General Telephone Co., of California Bogart Robt E General Telephone Co., of California Grissom Craig D General Telephone Co., of California Maravel Primo General Telephone Co., of California APARTMENTS Ross Publications 1 DEAN MERRILL W MIDWAY DR APT 1 ANH Ross Publications 2 PEREZ LAWRENCE W MIDWAY DR APT 2 ANH Ross Publications 3 CLARK KATHYRN J W MIDWAY DR APT 3 ANH Ross Publications 4 SAMPLE DALE W MIDWAY DR APT 4 ANH Ross Publications 9 SPERRY BURTON -9 W MIDWAY DR ANH Ross Publications 22 FIKSE VIRGINIA W MIDWAY DR APT 22 ANH Ross Publications 1966 Erickson Emaline Pacific Telephone Curtis Jas C Pacific Telephone Rapoport Edw Pacific Telephone Rhoads Jay Pacific Telephone Attaway Beatrice L Mrs Pacific Telephone Fulkerson Homer E Pacific Telephone Sperry Burton Pacific Telephone 3792623-6 Page 18 Year Uses Source FINDINGS Year Uses Source 1966 Griem Robt Pacific Telephone Morrison Paul Pacific Telephone Click Robt E Pacific Telephone 1961 SS PALBICKI Luskey Brothers & Co., W PALAIS RD 212 W PALAIS RD Year Uses Source 1995 Orange County Halfway House ADP Pacific Bell 1986 Jackson Don Pacific Bell Orange County Halfway House ADP Pacific Bell 1980 Jackson Don Pacific Telephone Jackson Don Pacific Telephone Orange County Halfway House Pacific Telephone 219 W PALAIS RD Year Uses Source 1995 Cabanas Nicolas Pacific Bell Calderon Diaz Bonfilla Pacific Bell Duran Francisco J Pacific Bell Gonzalez Francisco Pacific Bell Higgins Donald F Pacific Bell Murillo Irma Pacific Bell Tapia Gabriel Pacific Bell 1991 Chavez Pablo Pacific Bell Gonzalez A Pacific Bell Higgins Donald F Pacific Bell Lavelle Peter J Pacific Bell Nunez Carmelo Pacific Bell Reyes Jose Luts Pacific Bell Sanchez Alvia Pacific Bell Sanchez Amadeo Pacific Bell 1986 Bhrne Dipac Pacific Bell Hensler Karl Pacific Bell Higgins Donald F Pacific Bell Kamboys Nallnkant Pacific Bell Mc Roberts Carrick T Pacific Bell Prazant S Pacific Bell 3792623-6 Page 19 Year Uses Source FINDINGS Year Uses Source 1986 Rothenberger Clifford Pacific Bell 1980 Audet Rosemary Victoria Pacific Telephone Dykema Al Pacific Telephone Higgins Donald F Pacific Telephone Kavanaugh Kieve Pacific Telephone Long Edw F Pacific Telephone Massimo M Pacific Telephone Miles dlames D Pacific Telephone Reed S Pacific Telephone Rothenberger Clifford Pacific Telephone Rothenberger Henry L Pacific Telephone Zimmerman D Pacific Telephone 1975 Besse Edw H Jr Luskey Brothers & Co., Inc. Carnes S Luskey Brothers & Co., Inc. Castillo Cirilo Luskey Brothers & Co., Inc. Cordova Joe L Luskey Brothers & Co., Inc. Ellis D M Luskey Brothers & Co., Inc. Graetz Victor Luskey Brothers & Co., Inc. Gray T Luskey Brothers & Co., Inc. Kadlec John R Luskey Brothers & Co., Inc. Kidder L N Luskey Brothers & Co., Inc. Moore Robt Luskey Brothers & Co., Inc. Okine Wayne M Luskey Brothers & Co., Inc. Price M L Luskey Brothers & Co., Inc. Robertson Paul Luskey Brothers & Co., Inc. Stoops Chas D Luskey Brothers & Co., Inc. Torres Cirilo Sanchez Luskey Brothers & Co., Inc. 1970 Besse Edward H Jr General Telephone Co., of California Cordell Jas General Telephone Co., of California Diehl John C General Telephone Co., of California George Stephen R General Telephone Co., of California Harrison Paul General Telephone Co., of California Juen J E General Telephone Co., of California Knowles Irvin C Sr General Telephone Co., of California Mid Palm Apts General Telephone Co., of California Reiner Dean A General Telephone Co., of California Reyes M General Telephone Co., of California Steele Wm R General Telephone Co., of California 3792623-6 Page 20 Year Uses Source FINDINGS Year Uses Source 1970 Steenback Donald General Telephone Co., of California Steenback Ellen General Telephone Co., of California 1966 Highlen Ronald E Pacific Telephone Holmes John A Pacific Telephone Holtz Raymond V Pacific Telephone Jones G Paul Pacific Telephone Kranz Clayton J Pacific Telephone Martin Geo A Pacific Telephone Mid Palm Apts Pacific Telephone Trudo Howard J Pacific Telephone Trunkey Edgar R Pacific Telephone Vaughn Wm C Pacific Telephone Wellman Earl B Pacific Telephone 302 W PALAIS RD Year Uses Source 2003 JUST BRITE CLEANING SERVICE Cole Information Services 1991 Cao Hieu X Pacific Bell 1986 Bradtke Joel Pacific Bell Berkan Julie & Rick Pacific Bell 1980 Crawford Don G Pacific Telephone Greene Gene S Pacific Telephone 1975 Chilson John J Jr Luskey Brothers & Co., Inc. Moore Chas E Luskey Brothers & Co., Inc. Player Wallacine Luskey Brothers & Co., Inc. Roobian Jan Luskey Brothers & Co., Inc. 1970 Yearwood Kathy A General Telephone Co., of California Wright Jean G General Telephone Co., of California 1966 Brandon Erma L Pacific Telephone 310 W PALAIS RD Year Uses Source 1986 Campbell Patrick Pacific Bell Garrett B Pacific Bell Goins B Pacific Bell 1975 McErlane Jeannette Luskey Brothers & Co., Inc. 3792623-6 Page 21 Year Uses Source FINDINGS 315 W PALAIS RD Year Uses Source 1995 Jacobo Enrique Pacific Bell Gutierrez Carlos Pacific Bell Espinosa Rosa Pacific Bell 1991 Morales J Pacific Bell Del Real M Pacific Bell Agredano Efrain Pacific Bell 1986 Guerrero Jorge Pacific Bell Sanchez R M Pacific Bell Del Real M Pacific Bell Aguilar Jose L Pacific Bell Rosa Joel Pacific Bell 1980 I Chavez Linda Y Pacific Telephone igamirez Carlos Pacific Telephone Jara Conrado Pacific Telephone 1975 Heffern Marie Luskey Brothers & Co., Inc. Hart L D Luskey Brothers & Co., Inc. Aguero J L Luskey Brothers & Co., Inc. 1970 Van Steve General Telephone Co., of California Palais Villa Apartments General Telephone Co., of California Medlock Bill General Telephone Co., of California 1966 Palais Villa Apts Pacific Telephone Hoy Betty Pacific Telephone Carver John Pacific Telephone 318 W PALAIS RD Year Uses Source 1991 Garcia Salvador Pacific Bell Palacios Israel Pacific Bell Garcia Salvador Pacific Bell Palacios Israel Pacific Bell 1986 Cummings Betty J Pacific Bell Cummings Betty J Pacific Bell 1980 Niez Raymond Pacific Telephone S Lillie David E Pacific Telephone Jackson Rossie Q Pacific Telephone Niez Raymond Pacific Telephone S Lillie David E Pacific Telephone Jackson Rossie Q Pacific Telephone 3792623-6 Page 22 Year Uses Source FINDINGS Year Uses Source 1975 McManus Maxine Luskey Brothers & Co., Inc. Palomino Barry Luskey Brothers & Co., Inc. McManus Maxine Luskey Brothers & Co., Inc. 1970 APARTMENTS Ross Publications 6 KEUP ARNOLD (DOROTHY) W PALAIS RD APT 6 ANH Ross Publications 1966 Keup Arnold Pacific Telephone 1961 L ABRAHAMS Luskey Brothers & Co., R DIONNE a PR 4 aa Luskey Brothers & Co., aa AA KEUP a PR 4 aa Luskey Brothers & Co., RA MILLER Luskey Brothers & Co., El MINCH PR 2 aa Luskey Brothers & Co., R THIBEAULTP a KE 5 aa Luskey Brothers & Co., 321 W PALAIS RD Year Uses Source 1995 Martinez Jose Luis Pacific Bell 1991 Cruz Ignacio Pacific Bell Lechuga Ramon Pacific Bell Mandujano Maria Pacific Bell Nava Samuel Estrada Pacific Bell 1986 Comer Guillermo Pacific Bell Nunez Armando Pacific Bell 1980 Delgado Juan Pacific Telephone Rivas Javier Rodriguez Pacific Telephone I Vega Raonao Pacific Telephone Marisca Ramon Mpza Pacific Telephone Martinez Alfredo V Pacific Telephone Rodriguez Gilberto Pacific Telephone Rodriguez Gill Pacific Telephone 1975 Witmer B B Luskey Brothers & Co., Inc. Backs Ray Luskey Brothers & Co., Inc. Hecht J K Luskey Brothers & Co., Inc. Orozco David Luskey Brothers & Co., Inc. 1966 Ewing Travis L Pacific Telephone Thompson Warren Pacific Telephone 3792623-6 Page 23 Year Uses Source FINDINGS 327 W PALAIS RD Year Uses Source 1995 Bias Liiia Pacific Bell Blas E 5544067 Pacific Bell Arena Juan Pacific Bell 1991 Salas Adalberto Pacific Bell Hernandez Francisco Pacific Bell Alaniz David Pacific Bell Castaneda Enrique Pacific Bell 1986 Shiels Felix & Rosemary Pacific Bell Ornelas Luz Pacific Bell Gonzalez M Eugenic Pacific Bell Ayon Benjamin Pacific Bell Aguilar Carmen Pacific Bell 1980 Garcia Araceli Perez Pacific Telephone Ftublo Raul Pacific Telephone 1975 Jackson Sondra Luskey Brothers & Co., Inc. Klotz Robt L Luskey Brothers & Co., Inc. Mavers Jas P Luskey Brothers & Co., Inc. Sokol Walter A Luskey Brothers & Co., Inc. Vasquez Manuel Luskey Brothers & Co., Inc. 1970 Ditigen Donald General Telephone Co., of California LUnflno Maria General Telephone Co., of California aaih Ed P General Telephone Co., of California Tucker Jack Otis General Telephone Co., of California 1966 Jones Janice Pacific Telephone Minton Eric J Pacific Telephone 3792623-6 Page 24 FINDINGS TARGET PROPERTY: ADDRESS NOT IDENTIFIED IN RESEARCH SOURCE The following Target Property addresses were researched for this report, and the addresses were not identified in the research source. Address Researched Address Not Identified in Research Source 1441 South Manchester Avenue 2002, 2001, 1997, 1992, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 ADJOINING PROPERTY: ADDRESSES NOT IDENTIFIED IN RESEARCH SOURCE The following Adjoining Property addresses were researched for this report, and the addresses were not identified in research source. Address Researched Address Not Identified in Research Source 1372 PALM ST S 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 1372 S PALM ST 2013, 2008, 2003, 2002, 2001, 1997, 1992, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 1415 S HARBOR BLVD 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 1415 S MANCHESTER AVE 2013, 2008, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 1460 S HARBOR BLVD 2013, 2008, 2003, 2002, 2001, 1997, 1992, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 1460 S HARBOR BLVD 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 1475 S MANCHESTER AVE 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 1477 MANCHESTER 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 1477 MANCHESTER AVE S 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 1477 S MANCHESTER AVE 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 1477 S MANCHESTER AVE 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 1477 S MANCHESTER AVE 2008, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 1477 S MANCHESTER AVE 2008, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 200 W MIDWAY DR 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched Address Not Identified in Research Source 201 W MIDWAY DR 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 209 MIDWAY DR 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 212 W PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1992, 1991, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 219 MIDWAY DR W 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 219 PALAIS RD W 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 219 W MIDWAY DR 2013, 2008, 2003, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 219 W PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 280 W MIDWAY DR 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 302 W PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 302 W PALAIS RD 2013, 2008, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 309 W MIDWAY DR 2013, 2008, 2003, 2002, 2001, 1997, 1992, 1971, 1965, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 310 E PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1980, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 310 PALAIS RD W 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 310 W PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1980, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 315 E PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 315 PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 315 PALAIS RD W 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 315 W PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 318 E PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1971, 1970, 1966, 1965, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 318 PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 318 PALAIS RD W 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 FINDINGS Address Researched Address Not Identified in Research Source 318 W PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 318 W PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1971, 1965, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 321 E PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 321 PALAIS RD W 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 321 W PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1992, 1971, 1970, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 327 E PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1965, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 327 PALAIS RD W 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 327 W PALAIS RD 2013, 2008, 2003, 2002, 2001, 1997, 1992, 1971, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1946, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 510 W MANCHESTER AVE 2013, 2008, 2003, 2002, 2001, 1997, 1995, 1992, 1991, 1986, 1980, 1975, 1971, 1970, 1966, 1965, 1961, 1960, 1956, 1955, 1952, 1950, 1945, 1941, 1936, 1930, 1926, 1925, 1922, 1921, 1920 EDR Historical Topographic Map Report 1441 South Manchester Avenue 1441 South Manchester Avenue Anaheim, CA 92802 Inquiry Number: 3792623.4 November 21, 2013 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. Thank you for your business.Please contact EDR at 1-800-352-0050with 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 2013 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 Õ N TARGET QUADTARGET QUAD NAME: ANAHEIM MAP YEAR: 1898 SERIES: 15 SCALE: 1:62500 SITE NAME: 1441 South Manchester Avenue ADDRESS: 1441 South Manchester Avenue Anaheim, CA 92802 LAT/LONG: 33.8117 / -117.9127 CLIENT: Andersen Environmental CONTACT: Elizabeth Zhao INQUIRY#: 3792623.4 RESEARCH DATE: 11/21/2013 Historical Topographic Map Õ N TARGET QUADTARGET QUAD NAME: SOUTHERN CA SHEET 1 MAP YEAR: 1901 SERIES: 60 SCALE: 1:250000 SITE NAME: 1441 South Manchester Avenue ADDRESS: 1441 South Manchester Avenue Anaheim, CA 92802 LAT/LONG: 33.8117 / -117.9127 CLIENT: Andersen Environmental CONTACT: Elizabeth Zhao INQUIRY#: 3792623.4 RESEARCH DATE: 11/21/2013 Historical Topographic Map Õ N TARGET QUADTARGET QUAD NAME: CORONA MAP YEAR: 1902 SERIES: 30 SCALE: 1:125000 SITE NAME: 1441 South Manchester Avenue ADDRESS: 1441 South Manchester Avenue Anaheim, CA 92802 LAT/LONG: 33.8117 / -117.9127 CLIENT: Andersen Environmental CONTACT: Elizabeth Zhao INQUIRY#: 3792623.4 RESEARCH DATE: 11/21/2013 Historical Topographic Map Õ N TARGET QUADTARGET QUAD NAME: GARDEN GROVE MAP YEAR: 1935 SERIES: 7.5 SCALE: 1:31680 SITE NAME: 1441 South Manchester Avenue ADDRESS: 1441 South Manchester Avenue Anaheim, CA 92802 LAT/LONG: 33.8117 / -117.9127 CLIENT: Andersen Environmental CONTACT: Elizabeth Zhao INQUIRY#: 3792623.4 RESEARCH DATE: 11/21/2013 Historical Topographic Map Õ N TARGET QUADTARGET QUAD NAME: ANAHEIM MAP YEAR: 1942 SERIES: 15 SCALE: 1:50000 SITE NAME: 1441 South Manchester Avenue ADDRESS: 1441 South Manchester Avenue Anaheim, CA 92802 LAT/LONG: 33.8117 / -117.9127 CLIENT: Andersen Environmental CONTACT: Elizabeth Zhao INQUIRY#: 3792623.4 RESEARCH DATE: 11/21/2013 Historical Topographic Map Õ N TARGET QUADTARGET QUAD NAME: ANAHEIM MAP YEAR: 1950 SERIES: 7.5 SCALE: 1:24000 SITE NAME: 1441 South Manchester Avenue ADDRESS: 1441 South Manchester Avenue Anaheim, CA 92802 LAT/LONG: 33.8117 / -117.9127 CLIENT: Andersen Environmental CONTACT: Elizabeth Zhao INQUIRY#: 3792623.4 RESEARCH DATE: 11/21/2013 Historical Topographic Map Õ N TARGET QUADTARGET QUAD NAME: ANAHEIM MAP YEAR: 1965 SERIES: 7.5 SCALE: 1:24000 SITE NAME: 1441 South Manchester Avenue ADDRESS: 1441 South Manchester Avenue Anaheim, CA 92802 LAT/LONG: 33.8117 / -117.9127 CLIENT: Andersen Environmental CONTACT: Elizabeth Zhao INQUIRY#: 3792623.4 RESEARCH DATE: 11/21/2013 Historical Topographic Map Õ N TARGET QUADTARGET QUAD NAME: ANAHEIM MAP YEAR: 1972 PHOTOREVISED FROM :1965 SERIES: 7.5 SCALE: 1:24000 SITE NAME: 1441 South Manchester Avenue ADDRESS: 1441 South Manchester Avenue Anaheim, CA 92802 LAT/LONG: 33.8117 / -117.9127 CLIENT: Andersen Environmental CONTACT: Elizabeth Zhao INQUIRY#: 3792623.4 RESEARCH DATE: 11/21/2013 Historical Topographic Map Õ N TARGET QUADTARGET QUAD NAME: ANAHEIM MAP YEAR: 1981 PHOTOREVISED FROM :1965 SERIES: 7.5 SCALE: 1:24000 SITE NAME: 1441 South Manchester Avenue ADDRESS: 1441 South Manchester Avenue Anaheim, CA 92802 LAT/LONG: 33.8117 / -117.9127 CLIENT: Andersen Environmental CONTACT: Elizabeth Zhao INQUIRY#: 3792623.4 RESEARCH DATE: 11/21/2013 The EDR Aerial Photo Decade Package 1441 South Manchester Avenue 1441 South Manchester Avenue Anaheim, CA 92802 Inquiry Number: 3792623.5 November 25, 2013 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. Thank you for your business.Please contact EDR at 1-800-352-0050with 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 2013 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 November 25, 2013 Target Property: 1441 South Manchester Avenue Anaheim, CA 92802 Year Scale Details Source 1938 Aerial Photograph. Scale: 1"=500'Flight Year: 1938 EDR 1947 Aerial Photograph. Scale: 1"=500'Flight Year: 1947 Fairchild 1953 Aerial Photograph. Scale: 1"=500'Flight Year: 1953 Pacific Air 1963 Aerial Photograph. Scale: 1"=500'Flight Year: 1963 EDR 1972 Aerial Photograph. Scale: 1"=500'Flight Year: 1972 EDR 1977 Aerial Photograph. Scale: 1"=500'Flight Year: 1977 Teledyne 1990 Aerial Photograph. Scale: 1"=500'Flight Year: 1990 USGS 1995 Aerial Photograph. Scale: 1"=500'/DOQQ - acquisition dates: 1995 EDR 2005 Aerial Photograph. Scale: 1"=500'Flight Year: 2005 EDR 2009 Aerial Photograph. Scale: 1"=500'Flight Year: 2009 EDR 2010 Aerial Photograph. Scale: 1"=500'Flight Year: 2010 EDR 2012 Aerial Photograph. Scale: 1"=500'Flight Year: 2012 EDR 3792623.5 2 INQUIRY #: YEAR: 3792623.5 1938 = 500' INQUIRY #: YEAR: 3792623.5 1947 = 500' INQUIRY #: YEAR: 3792623.5 1953 = 500' INQUIRY #: YEAR: 3792623.5 1963 = 500' INQUIRY #: YEAR: 3792623.5 1972 = 500' INQUIRY #: YEAR: 3792623.5 1977 = 500' INQUIRY #: YEAR: 3792623.5 1990 = 500' INQUIRY #: YEAR: 3792623.5 1995 = 500' INQUIRY #: YEAR: 3792623.5 2005 = 500' INQUIRY #: YEAR: 3792623.5 2009 = 500' INQUIRY #: YEAR: 3792623.5 2010 = 500' INQUIRY #: YEAR: 3792623.5 2012 = 500' For Property Located At : 1441 S MANCHESTER AVE, ANAHEIM, CA 92802-2905 Owner Information Owner Name:NARA INVESTMENTS LLC Mailing Address:10522 PARK VILLA CIR, VILLA PARK CA 92861-5318 C005 Vesting Codes:/ / CO Location Information Legal Description:P.M. 91-5 PAR 1 POR PAR County:ORANGE, CA APN:082-170-35 Census Tract / Block:9800.00 / 1 Alternate APN: Township-Range-Sect: Subdivision: Legal Book/Page: Map Reference:/ 798-J1 Legal Lot: Tract #: Legal Block: School District:ANAHEIM UN Market Area:78 School District Name: Neighbor Code: Munic/Township: Owner Transfer Information Recording/Sale Date:/Deed Type: Sale Price: 1st Mtg Document #: Document #: Last Market Sale Information Recording/Sale Date:02/16/2007 / 02/12/2007 1st Mtg Amount/Type:$7,000,000 / CONV Sale Price:$9,550,000 1st Mtg Int. Rate/Type: / ADJ Sale Type:FULL 1st Mtg Document #:105154 Document #:105153 2nd Mtg Amount/Type:$1,945,900 / CONV Deed Type:GRANT DEED 2nd Mtg Int. Rate/Type:/ Transfer Document #: Price Per SqFt: New Construction: Multi/Split Sale: Title Company:FIDELITY NATIONAL TITLE CO Lender:SONOMA NAT'L BK Seller Name:GLOBAL HOTEL NETWORK INC Prior Sale Information Prior Rec/Sale Date:07/02/1998 / 07/01/1998 Prior Lender: Prior Sale Price: Prior 1st Mtg Amt/Type:/ Prior Doc Number:423742 Prior 1st Mtg Rate/Type:/ Prior Deed Type:GRANT DEED Property Characteristics Year Built / Eff:/Total Rooms/Offices Garage Area: Gross Area:Total Restrooms:Garage Capacity: Building Area:Roof Type:Parking Spaces: Tot Adj Area:Roof Material:Heat Type: Above Grade:Construction:Air Cond: # of Stories:Foundation:Pool: Other Improvements:Exterior wall:Quality: Basement Area:Condition: Site Information Zoning:Acres:2.73 County Use:COMMERCIAL (3) Lot Area:118,705 Lot Width/Depth:x State Use: Land Use:COMMERCIAL (NEC)Commercial Units:Water Type: Site Influence:Sewer Type:Building Class: Tax Information Total Value:$12,125,738 Assessed Year:2013 Property Tax:$158,042.78 Land Value:$6,959,679 Improved %:43%Tax Area:01007 Improvement Value:$5,166,059 Tax Year:2012 Tax Exemption: Total Taxable Value:$12,125,738 RealQuest.com ® - Report http://www.realquest.com/jsp/report.jsp?&client=&action=confirm&type... 1 of 1 11/19/2013 3:51 PM 12/11/13 DOGGR Online Mapping System (DOMS) maps.conservation.ca.gov/doms/doms-app.html#1/1 Lat: 33.81413, Long: -117.91596DOGGR Online Mapping System 1441 S MANCHESTER AVE, Anaheim, CA, 928021441 S MANCHESTER AVE, Anaheim, CA, 928021441 S MANCHESTER AVE, Anaheim, CA, 928021441 S MANCHESTER AVE, Anaheim, CA, 928021441 S MANCHESTER AVE, Anaheim, CA, 928021441 S MANCHESTER AVE, Anaheim, CA, 928021441 S MANCHESTER AVE, Anaheim, CA, 92802 Copyright © 2013 State of California Conditions of Use | Privacy Policy 0 150 300ft MEMO OF CONVERSATION AE Project Name: AE Project No.: _________ Date: ____________ Conversation with ________________________ of: ______________________________ Phone No.: Fax No..: Type of Conversation Phone Voicemail Meeting Other Claim #: Job Location: Subject: By: Elizabeth Zhao From: Allison Lee [ALee2@anaheim.net] on behalf of Utilities Records [Urecords@anaheim.net] Sent: Monday, November 25, 2013 9:16 AM To: ezhao@andersenenviro.com Cc: Utilities Records Subject: 673. UST 1441 South Manchester Ave, Andersen Environmental, 11-21-13 Attachments: 673 Request.pdf Page 1 of 1 11/25/2013 Ms. Zhao:     Anaheim Public Utilities has reviewed the attached request for UST (Underground Storage Tanks). We  have researched our case files and we do not have any UST (Underground Storage Tanks) for 1441  South Manchester Ave.     Ally Lee  Records Management Assistant  Anaheim Public Utilities     THIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH IT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED, CONFIDENTIAL, AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAWS. If the reader of this message is not the intended recipient, or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution, forwarding, or copying of this communication is strictly prohibited. If you have received this communication in error, please notify the sender immediately by e-mail or telephone, and delete the original message immediately. Thank you. Elizabeth Zhao From: WB-RB8-FileReview8 [FileReview8@waterboards.ca.gov] Sent: Thursday, November 21, 2013 10:50 AM To: Elizabeth Zhao Subject: RE: Public Records Request Page 1 of 1 11/21/2013 Hello, I show no record for the address of 1441 South Manchester Avenue, Anaheim, California 92802. If you have any questions please call 951-782-4499. Thanks     From: Elizabeth Zhao [mailto:EZhao@AndersenEnviro.com] Sent: Thursday, November 21, 2013 10:16 AM To: WB-RB8-FileReview8 Subject: Public Records Request To Whom It May Concern: This firm is performing a Phase I Environmental Site Assessment on a property located at the following address: 1441 South Manchester Avenue, Anaheim, California 92802 We are requesting any records in relation to the subject property. Please feel free to contact me with any questions or concerns related to this request at 310-854-6300. Thank you for your time and consideration in this matter. Sincerely, Elizabeth Zhao 5261 W. Imperial Highway Los Angeles, CA 90045 Toll Free: 888-705-6300 Tel: 310-854-6300 Fax: 310-854-0199 Website: www.AndersenEnviro.com Note: The information contained in this message is confidential. If you are not the intended recipient, or an employee or agent responsible for delivering this message to the intended recipient, do not distribute or copy this communication. If you have received this communication in error, please notify us immediately by replying to the sender. Thank you for your cooperation. Nicole J. Rivera, MS Sr. Project Manager Phase I Department Manager Professional Profile Nicole J. Rivera has been in the environmental business since 2005 and meets the definition of Environmental Professional (EP) as defined in the EPA All Appropriate Inquiry (AAI) regulations. Ms. Rivera has worked directly with clients and regulatory bodies to investigate historical and current site use and assess environmental conditions of various residential, commercial, and light industrial and heavy industrial properties. Ms. Rivera’s experience includes all stages of environmental projects including Phase I environmental site assessments and Phase II soil testing and sampling. Current Responsibilities Ms. Rivera is currently responsible for:  Senior Project Management of Phase I Environmental Site Assessments typically involving retail, light industrial/warehouse, and industrial properties.  Overseeing field activities including soil sampling and vapor extraction system maintenance for Phase II Investigations including dry cleaning operations, gas stations and industrial facilities  Training and education of employees and clients  Marketing, client relations, business development  Management of the Phase I Department, consisting of thirteen staff members Education and Background  University of Southern California: Bachelor of Science in Environmental Studies  California State University of Northridge: Master of Science in Environmental and Occupational Health Certifications  Registered Environmental Health Specialist (REHS) – in progress  Certified Industrial Hygienist (CIH) – in progress  OSHA 40-Hour Hazardous Waste Operations Certified Elizabeth Zhao Environmental Specialist Professional Profile Elizabeth Zhao has been engaged in the environmental sector since 2010 with experience in environmental consulting, environmental education, environmental field work, and sustainable solutions. Ms. Zhao has worked directly with clients and regulatory agencies to investigate historical and current site use to help clients achieve compliance with federal regulations for residential and commercial properties. Ms. Zhao’s experience includes implementing environmental lesson plans for K-12 students and management of all stages of environmental projects including Phase I Environmental Site Assessments, Transaction Screen Assessments, and Database Reviews. Current Responsibilities Ms. Zhao is currently responsible for:  Project Management of Phase I Environmental Site Assessments, Transaction Screen Assessments, and Database Reviews  Field activities including site inspections  Liaising with regulatory agencies including the Regional Water Quality Control Board, Air Quality Management District, Los Angeles Fire Department, and counties throughout Northern and Southern California, Nevada, and Colorado. Education and Background  University of California, San Diego B.S. in Environmental Engineering Certifications  Engineer-In-Training (EIT) Certification  OSHA 40-Hour Hazardous Waste Operations Certified FORM-LBE-RG ®kcehCoeG htiw tropeR ™paM suidaR RDE ehT 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com 1441 South Manchester 1441 South Manchester Anaheim, CA 92802 Inquiry Number: 4999128.2s July 20, 2017 SECTION PAGE Executive Summary ES1 Overview Map 2 Detail Map 3 Map Findings Summary 4 Map Findings 8 Orphan Summary 142 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum A-1 Physical Setting Source Summary A-2 Physical Setting SSURGO Soil Map A-6 Physical Setting Source Map A-10 Physical Setting Source Map Findings A-12 Physical Setting Source Records Searched PSGR-1 TC4999128.2s Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2017 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. TABLE OF CONTENTS EXECUTIVE SUMMARY TC4999128.2s EXECUTIVE SUMMARY 1 A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA’s Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 1441 SOUTH MANCHESTER ANAHEIM, CA 92802 COORDINATES 33.8117530 - 33˚ 48’ 42.31’’Latitude (North): 117.9123300 - 117˚ 54’ 44.38’’Longitude (West): Zone 11Universal Tranverse Mercator: 415559.7UTM X (Meters): 3741464.0UTM Y (Meters): 143 ft. above sea levelElevation: USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY 5641294 ANAHEIM, CATarget Property Map: 2012Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT 20140513, 20140514Portions of Photo from: USDASource: 4999128.2s Page 2 37 #72 1037 WEST BALL Notify 65 Lower 3878, 0.734, NW 36 SILGAN PLASTICS CORP 611 EAST CERRITOS AV ENVIROSTOR Higher 3494, 0.662, East 35 MOBIL OIL CORP. 18-1 1800 SOUTH HARBOR CHMIRS, Notify 65 Lower 3219, 0.610, SSW 34 7 - ELEVEN STORE 107 LUST, HIST CORTESE Higher 2612, 0.495, NNE I33 SATELLITE CLEANERS, 1730 SOUTH CLEMENTIN SLIC Lower 2569, 0.487, SSE I32 SATELLITE CLEANERS I 1730 S CLEMENTIME ST RCRA-SQG, BROWNFIELDS, FINDS, ECHO, DRYCLEANERS Lower 2569, 0.487, SSE 31 SHELL OIL PRODUCTS U 601 BALL RD. W. LUST Higher 2522, 0.478, NNW 30 DAHS SERVICE CENTER 519 W BALL RD LUST, HIST UST Higher 2457, 0.465, NNW 29 B J RECYCLING 1440 S ANAHEIM BLVD SWRCY Higher 2432, 0.461, East H28 G AND M OIL 8 1200 S HARBOR BOULEV LUST, HIST UST Higher 2324, 0.440, NNW H27 G & M OIL #8 (AKA HO 1200 HARBOR BLVD LUST Higher 2324, 0.440, NNW 26 JOHN PIERRE APPAREL 251 PALAIS LUST, HIST CORTESE Higher 2301, 0.436, ENE G25 SPECTRUM PHOTOGRAPHI 1313 S. HARBOR BOULE ENVIROSTOR Lower 2270, 0.430, West G24 DISNEYLAND RESORT 1313 S. HARBOR BLVD. LUST, UST, SWEEPS UST, CHMIRS, EMI Lower 2270, 0.430, West G23 DISNEYLAND RESORT 1313 S HARBOR BLVD RCRA-LQG, LUST, SLIC, HIST UST, CA FID UST,... Lower 2270, 0.430, West G22 DISNEYLAND - ROUNDHO 1313 W HARBOR BLVD. LUST Lower 2270, 0.430, West G21 SPECTRUM PHOTOGRAPHI 1313 S. HARBOR BOULE ENVIROSTOR Lower 2270, 0.430, West G20 DISNEYLAND, FUEL STA 1313 S HARBOR BLVD LUST, Orange Co. Industrial Site, NPDES Lower 2270, 0.430, West 19 HARDIN OLDSMOBILE & 1300 S ANAHEIM BLVD LUST, HAULERS, SWEEPS UST, HIST UST, CA FID UST,... Higher 2185, 0.414, NE F18 ANAHEIM FIRE STATION 1680 CLEMENTINE ST LUST Lower 1984, 0.376, SSE F17 ANAHEIM FIRE STATION 1680 S CLEMENTINE ST LUST Lower 1984, 0.376, SSE D16 ANIK STOP 1460 ANAHEIM LUST, HIST CORTESE Higher 1913, 0.362, East D15 ADVANCED AUTOMOTIVE 1460 S ANAHEIM BOULE LUST, HIST UST Higher 1913, 0.362, East E14 WONDRIES TOYOTA OF A 1601 S ANAHEIM BLVD LUST, SWEEPS UST, HIST UST, CA FID UST, HIST... Higher 1900, 0.360, ESE E13 WONDRIES TOYOTA OF A 1601 S ANAHEIM BLVD LUST, HIST UST, Orange Co. Industrial Site Higher 1900, 0.360, ESE D12 SANCHEZ RECYCLING IN 1459 S ANAHEIM BLVD SWRCY Higher 1790, 0.339, East C11 REVERE SCHOOL EXPANS 126/132/138/144/150/ ENVIROSTOR, SCH Higher 1516, 0.287, ENE C10 1400 126/132/138/144/150 ENVIROSTOR, SCH Higher 1516, 0.287, ENE B9 DISNEYLAND-AUTOPIA 1313 HARBOR BLVD LUST Lower 1284, 0.243, SW B8 DISNEYLAND TOMORROWL 1313 HARBOR BLVD LUST Lower 1284, 0.243, SW 7 FIRE STATION 3 1563 SOUTH MANCHESTE HIST UST Higher 1078, 0.204, SE 6 METREX RESEARCH LABO 1515 MANCHESTER AVE RCRA-SQG, SWEEPS UST, HIST UST, CA FID UST, FINDS,... Higher 934, 0.177, SE A5 AVIS RENT A CAR 1400 S HARBOR BLVD LUST, UST, SWEEPS UST, HIST UST Lower 924, 0.175, WNW A4 AVIS RENT - A - CAR 1400 HARBOR LUST, HIST CORTESE Lower 924, 0.175, WNW A3 AVIS RENT A CAR 1400 SOUTH HARBOR BL HIST UST, CA FID UST Lower 924, 0.175, WNW 2 ANAHEIM FIRE STATION 1580 S CLEMENTINE SWEEPS UST, CA FID UST Higher 864, 0.164, East 1 HOLIDAY INN EXPRESS 1441 S MANCHESTER AV NPDES TP MAPPED SITES SUMMARY Target Property Address: 1441 SOUTH MANCHESTER ANAHEIM, CA 92802 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID DATABASE ACRONYMS ELEVATION DIRECTIONSITE NAME ADDRESS EXECUTIVE SUMMARY TC4999128.2s EXECUTIVE SUMMARY 3 TARGET PROPERTY SEARCH RESULTS The target property was identified in the following records. For more information on this property see page 8 of the attached EDR Radius Map report: EPA IDDatabase(s)Site HOLIDAY INN EXPRESS 1441 S MANCHESTER AV ANAHEIM, CA 92802 N/ANPDES Facility Status: Terminated DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR’s search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL National Priority List Proposed NPL Proposed National Priority List Sites NPL LIENS Federal Superfund Liens Federal Delisted NPL site list Delisted NPL National Priority List Deletions Federal CERCLIS list FEDERAL FACILITY Federal Facility Site Information listing SEMS Superfund Enterprise Management System Federal CERCLIS NFRAP site list SEMS-ARCHIVE Superfund Enterprise Management System Archive Federal RCRA CORRACTS facilities list CORRACTS Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF RCRA - Treatment, Storage and Disposal Federal RCRA generators list RCRA-LQG RCRA - Large Quantity Generators EXECUTIVE SUMMARY TC4999128.2s EXECUTIVE SUMMARY 4 RCRA-CESQG RCRA - Conditionally Exempt Small Quantity Generator Federal institutional controls / engineering controls registries LUCIS Land Use Control Information System US ENG CONTROLS Engineering Controls Sites List US INST CONTROL Sites with Institutional Controls Federal ERNS list ERNS Emergency Response Notification System State- and tribal - equivalent NPL RESPONSE State Response Sites State and tribal landfill and/or solid waste disposal site lists SWF/LF Solid Waste Information System State and tribal leaking storage tank lists INDIAN LUST Leaking Underground Storage Tanks on Indian Land State and tribal registered storage tank lists FEMA UST Underground Storage Tank Listing AST Aboveground Petroleum Storage Tank Facilities INDIAN UST Underground Storage Tanks on Indian Land State and tribal voluntary cleanup sites VCP Voluntary Cleanup Program Properties INDIAN VCP Voluntary Cleanup Priority Listing ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS A Listing of Brownfields Sites Local Lists of Landfill / Solid Waste Disposal Sites WMUDS/SWAT Waste Management Unit Database HAULERS Registered Waste Tire Haulers Listing INDIAN ODI Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9 Torres Martinez Reservation Illegal Dump Site Locations ODI Open Dump Inventory IHS OPEN DUMPS Open Dumps on Indian Land Local Lists of Hazardous waste / Contaminated Sites US HIST CDL Delisted National Clandestine Laboratory Register HIST Cal-Sites Historical Calsites Database EXECUTIVE SUMMARY TC4999128.2s EXECUTIVE SUMMARY 5 SCH School Property Evaluation Program CDL Clandestine Drug Labs Toxic Pits Toxic Pits Cleanup Act Sites US CDL National Clandestine Laboratory Register Local Land Records LIENS Environmental Liens Listing LIENS 2 CERCLA Lien Information DEED Deed Restriction Listing Records of Emergency Release Reports HMIRS Hazardous Materials Information Reporting System CHMIRS California Hazardous Material Incident Report System LDS Land Disposal Sites Listing MCS Military Cleanup Sites Listing Orange Co. Industrial Site List of Industrial Site Cleanups SPILLS 90 SPILLS 90 data from FirstSearch Other Ascertainable Records RCRA NonGen / NLR RCRA - Non Generators / No Longer Regulated FUDS Formerly Used Defense Sites DOD Department of Defense Sites SCRD DRYCLEANERS State Coalition for Remediation of Drycleaners Listing US FIN ASSUR Financial Assurance Information EPA WATCH LIST EPA WATCH LIST 2020 COR ACTION 2020 Corrective Action Program List TSCA Toxic Substances Control Act TRIS Toxic Chemical Release Inventory System SSTS Section 7 Tracking Systems ROD Records Of Decision RMP Risk Management Plans RAATS RCRA Administrative Action Tracking System PRP Potentially Responsible Parties PADS PCB Activity Database System ICIS Integrated Compliance Information System FTTS FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) MLTS Material Licensing Tracking System COAL ASH DOE Steam-Electric Plant Operation Data COAL ASH EPA Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER PCB Transformer Registration Database RADINFO Radiation Information Database HIST FTTS FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS Incident and Accident Data CONSENT Superfund (CERCLA) Consent Decrees INDIAN RESERV Indian Reservations FUSRAP Formerly Utilized Sites Remedial Action Program UMTRA Uranium Mill Tailings Sites LEAD SMELTERS Lead Smelter Sites US AIRS Aerometric Information Retrieval System Facility Subsystem US MINES Mines Master Index File ABANDONED MINES Abandoned Mines EXECUTIVE SUMMARY TC4999128.2s EXECUTIVE SUMMARY 6 FINDS Facility Index System/Facility Registry System UXO Unexploded Ordnance Sites DOCKET HWC Hazardous Waste Compliance Docket Listing ECHO Enforcement & Compliance History Information FUELS PROGRAM EPA Fuels Program Registered Listing CA BOND EXP. PLAN Bond Expenditure Plan Cortese "Cortese" Hazardous Waste & Substances Sites List CUPA Listings CUPA Resources List DRYCLEANERS Cleaner Facilities EMI Emissions Inventory Data ENF Enforcement Action Listing Financial Assurance Financial Assurance Information Listing HAZNET Facility and Manifest Data ICE ICE HWP EnviroStor Permitted Facilities Listing HWT Registered Hazardous Waste Transporter Database MINES Mines Site Location Listing MWMP Medical Waste Management Program Listing PEST LIC Pesticide Regulation Licenses Listing PROC Certified Processors Database UIC UIC Listing WASTEWATER PITS Oil Wastewater Pits Listing WDS Waste Discharge System WIP Well Investigation Program Case List EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP EDR Proprietary Manufactured Gas Plants EDR Hist Auto EDR Exclusive Historic Gas Stations EDR Hist Cleaner EDR Exclusive Historic Dry Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LF Recovered Government Archive Solid Waste Facilities List RGA LUST Recovered Government Archive Leaking Underground Storage Tank SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. EXECUTIVE SUMMARY TC4999128.2s EXECUTIVE SUMMARY 7 STANDARD ENVIRONMENTAL RECORDS Federal RCRA generators list RCRA-SQG: RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. A review of the RCRA-SQG list, as provided by EDR, and dated 12/12/2016 has revealed that there is 1 RCRA-SQG site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ METREX RESEARCH LABO 1515 MANCHESTER AVE SE 1/8 - 1/4 (0.177 mi.) 6 16 State- and tribal - equivalent CERCLIS ENVIROSTOR: The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. A review of the ENVIROSTOR list, as provided by EDR, and dated 01/30/2017 has revealed that there are 5 ENVIROSTOR sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ 1400 126/132/138/144/150 ENE 1/4 - 1/2 (0.287 mi.) C10 24 Facility Id: 30880005 Status: No Further Action REVERE SCHOOL EXPANS 126/132/138/144/150/ ENE 1/4 - 1/2 (0.287 mi.) C11 26 Facility Id: 30880002 Status: No Further Action SILGAN PLASTICS CORP 611 EAST CERRITOS AV E 1/2 - 1 (0.662 mi.) 36 140 Facility Id: 30300130 Status: Refer: 1248 Local Agency PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SPECTRUM PHOTOGRAPHI 1313 S. HARBOR BOULE W 1/4 - 1/2 (0.430 mi.) G21 64 Facility Id: 71003465 Status: Inactive - Needs Evaluation SPECTRUM PHOTOGRAPHI 1313 S. HARBOR BOULE W 1/4 - 1/2 (0.430 mi.) G25 120 EXECUTIVE SUMMARY TC4999128.2s EXECUTIVE SUMMARY 8 Facility Id: 71003438 Status: Inactive - Needs Evaluation State and tribal leaking storage tank lists LUST: Leaking Underground Storage Tank (LUST) Sites included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater. A review of the LUST list, as provided by EDR, has revealed that there are 21 LUST sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ WONDRIES TOYOTA OF A 1601 S ANAHEIM BLVD ESE 1/4 - 1/2 (0.360 mi.) E13 30 Database: LUST, Date of Government Version: 03/13/2017 Status: Completed - Case Closed Global Id: T0605901265 WONDRIES TOYOTA OF A 1601 S ANAHEIM BLVD ESE 1/4 - 1/2 (0.360 mi.) E14 32 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Case Closed Global ID: T0605901265 ADVANCED AUTOMOTIVE 1460 S ANAHEIM BOULE E 1/4 - 1/2 (0.362 mi.) D15 35 Database: LUST, Date of Government Version: 03/13/2017 Status: Completed - Case Closed Global Id: T0605901242 ANIK STOP 1460 ANAHEIM E 1/4 - 1/2 (0.362 mi.) D16 37 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Case Closed Global ID: T0605901242 HARDIN OLDSMOBILE & 1300 S ANAHEIM BLVD NE 1/4 - 1/2 (0.414 mi.) 19 41 Database: LUST REG 8, Date of Government Version: 02/14/2005 Database: LUST, Date of Government Version: 03/13/2017 Status: Completed - Case Closed Facility Status: Case Closed Global Id: T0605900774 Global Id: T0605916963 Global ID: T0605900774 Global ID: T0605916963 JOHN PIERRE APPAREL 251 PALAIS ENE 1/4 - 1/2 (0.436 mi.) 26 121 Database: LUST REG 8, Date of Government Version: 02/14/2005 Database: LUST, Date of Government Version: 03/13/2017 Status: Completed - Case Closed Facility Status: Case Closed Global Id: T0605900844 Global ID: T0605900844 G & M OIL #8 (AKA HO 1200 HARBOR BLVD NNW 1/4 - 1/2 (0.440 mi.) H27 123 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Case Closed Global ID: T0605901763 G AND M OIL 8 1200 S HARBOR BOULEV NNW 1/4 - 1/2 (0.440 mi.) H28 124 Database: LUST, Date of Government Version: 03/13/2017 EXECUTIVE SUMMARY TC4999128.2s EXECUTIVE SUMMARY 9 Status: Completed - Case Closed Global Id: T0605901763 DAHS SERVICE CENTER 519 W BALL RD NNW 1/4 - 1/2 (0.465 mi.) 30 127 Database: LUST, Date of Government Version: 03/13/2017 Status: Completed - Case Closed Global Id: T0605902019 SHELL OIL PRODUCTS U 601 BALL RD. W. NNW 1/4 - 1/2 (0.478 mi.) 31 129 Database: LUST REG 8, Date of Government Version: 02/14/2005 Database: LUST, Date of Government Version: 03/13/2017 Status: Completed - Case Closed Facility Status: Preliminary site assessment underway Global Id: T0605982279 Global ID: T0605982279 7 - ELEVEN STORE 107 NNE 1/4 - 1/2 (0.495 mi.) 34 136 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Case Closed Global ID: T0605901889 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ AVIS RENT - A - CAR 1400 HARBOR WNW 1/8 - 1/4 (0.175 mi.) A4 12 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Case Closed Global ID: T0605900045 AVIS RENT A CAR 1400 S HARBOR BLVD WNW 1/8 - 1/4 (0.175 mi.) A5 13 Database: LUST, Date of Government Version: 03/13/2017 Status: Completed - Case Closed Global Id: T0605900045 DISNEYLAND TOMORROWL 1313 HARBOR BLVD SW 1/8 - 1/4 (0.243 mi.) B8 21 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Case Closed Global ID: T0605901936 DISNEYLAND-AUTOPIA 1313 HARBOR BLVD SW 1/8 - 1/4 (0.243 mi.) B9 23 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Remedial action (cleanup) Underway Global ID: T0605902330 ANAHEIM FIRE STATION 1680 S CLEMENTINE ST SSE 1/4 - 1/2 (0.376 mi.) F17 39 Database: LUST, Date of Government Version: 03/13/2017 Status: Completed - Case Closed Global Id: T0605902163 ANAHEIM FIRE STATION 1680 CLEMENTINE ST SSE 1/4 - 1/2 (0.376 mi.) F18 40 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Case Closed Global ID: T0605902163 DISNEYLAND, FUEL STA 1313 S HARBOR BLVD W 1/4 - 1/2 (0.430 mi.) G20 54 Database: LUST, Date of Government Version: 03/13/2017 Status: Completed - Case Closed Global Id: T0605902330 Global Id: T0605901936 Global Id: T0605900717 Global Id: T0605901880 DISNEYLAND - ROUNDHO 1313 W HARBOR BLVD. W 1/4 - 1/2 (0.430 mi.) G22 65 Database: LUST, Date of Government Version: 03/13/2017 EXECUTIVE SUMMARY TC4999128.2s EXECUTIVE SUMMARY 10 Status: Completed - Case Closed Global Id: T0605999311 DISNEYLAND RESORT 1313 S HARBOR BLVD W 1/4 - 1/2 (0.430 mi.) G23 66 Database: LUST REG 8, Date of Government Version: 02/14/2005 Database: LUST, Date of Government Version: 03/13/2017 Status: Completed - Case Closed Facility Status: Case Closed Global Id: T060597891 Global ID: T0605900717 Global ID: T0605901880 DISNEYLAND RESORT 1313 S. HARBOR BLVD. W 1/4 - 1/2 (0.430 mi.) G24 109 Database: LUST REG 8, Date of Government Version: 02/14/2005 Facility Status: Case Closed Global ID: T0605999311 SLIC: Cleanup Program Sites (CPS; also known as Site Cleanups [SC] and formerly known as Spills, Leaks, Investigations, and Cleanups [SLIC] sites) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater. A review of the SLIC list, as provided by EDR, has revealed that there are 2 SLIC sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ DISNEYLAND RESORT 1313 S HARBOR BLVD W 1/4 - 1/2 (0.430 mi.) G23 66 Database: SLIC REG 8, Date of Government Version: 04/03/2008 Database: SLIC, Date of Government Version: 03/13/2017 Facility Status: Completed - Case Closed Facility Status: Closed Global Id: SLT8R1284126 SATELLITE CLEANERS, 1730 SOUTH CLEMENTIN SSE 1/4 - 1/2 (0.487 mi.) I33 135 Database: SLIC, Date of Government Version: 03/13/2017 Facility Status: Open - Site Assessment Global Id: T10000006104 State and tribal registered storage tank lists UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA). The data come from the State Water Resources Control Board’s Hazardous Substance Storage Container Database. A review of the UST list, as provided by EDR, has revealed that there is 1 UST site within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ AVIS RENT A CAR 1400 S HARBOR BLVD WNW 1/8 - 1/4 (0.175 mi.) A5 13 Database: UST, Date of Government Version: 03/12/2017 Facility Id: 4495 EXECUTIVE SUMMARY TC4999128.2s EXECUTIVE SUMMARY 11 State and tribal Brownfields sites BROWNFIELDS: A listing of sites the SWRCB considers to be Brownfields since these are sites have come to them through the MOA Process. A review of the BROWNFIELDS list, as provided by EDR, and dated 01/03/2017 has revealed that there is 1 BROWNFIELDS site within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ SATELLITE CLEANERS I 1730 S CLEMENTIME ST SSE 1/4 - 1/2 (0.487 mi.) I32 132 ADDITIONAL ENVIRONMENTAL RECORDS Local Lists of Landfill / Solid Waste Disposal Sites SWRCY: A listing of recycling facilities in California. A review of the SWRCY list, as provided by EDR, and dated 03/13/2017 has revealed that there are 2 SWRCY sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ SANCHEZ RECYCLING IN 1459 S ANAHEIM BLVD E 1/4 - 1/2 (0.339 mi.) D12 29 Cert Id: RC169959.001 B J RECYCLING 1440 S ANAHEIM BLVD E 1/4 - 1/2 (0.461 mi.) 29 126 Cert Id: RC10082 Local Lists of Registered Storage Tanks SWEEPS UST: Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990’s. The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list. A review of the SWEEPS UST list, as provided by EDR, and dated 06/01/1994 has revealed that there are 3 SWEEPS UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ANAHEIM FIRE STATION 1580 S CLEMENTINE E 1/8 - 1/4 (0.164 mi.) 2 10 Status: A Tank Status: A Comp Number: 5823 METREX RESEARCH LABO 1515 MANCHESTER AVE SE 1/8 - 1/4 (0.177 mi.) 6 16 Status: A Tank Status: A Comp Number: 968 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ AVIS RENT A CAR 1400 S HARBOR BLVD WNW 1/8 - 1/4 (0.175 mi.) A5 13 EXECUTIVE SUMMARY TC4999128.2s EXECUTIVE SUMMARY 12 Status: A Tank Status: A Comp Number: 4495 HIST UST: Historical UST Registered Database. A review of the HIST UST list, as provided by EDR, and dated 10/15/1990 has revealed that there are 4 HIST UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ METREX RESEARCH LABO 1515 MANCHESTER AVE SE 1/8 - 1/4 (0.177 mi.) 6 16 Facility Id: 00000008656 FIRE STATION 3 1563 SOUTH MANCHESTE SE 1/8 - 1/4 (0.204 mi.) 7 21 Facility Id: 00000056384 PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ AVIS RENT A CAR 1400 SOUTH HARBOR BL WNW 1/8 - 1/4 (0.175 mi.) A3 11 AVIS RENT A CAR 1400 S HARBOR BLVD WNW 1/8 - 1/4 (0.175 mi.) A5 13 Facility Id: 00000005788 CA FID UST: The Facility Inventory Database contains active and inactive underground storage tank locations. The source is the State Water Resource Control Board. A review of the CA FID UST list, as provided by EDR, and dated 10/31/1994 has revealed that there are 3 CA FID UST sites within approximately 0.25 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ ANAHEIM FIRE STATION 1580 S CLEMENTINE E 1/8 - 1/4 (0.164 mi.) 2 10 Facility Id: 30016257 Status: A METREX RESEARCH LABO 1515 MANCHESTER AVE SE 1/8 - 1/4 (0.177 mi.) 6 16 Facility Id: 30003463 Status: A PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ AVIS RENT A CAR 1400 SOUTH HARBOR BL WNW 1/8 - 1/4 (0.175 mi.) A3 11 Facility Id: 30000387 Status: A Other Ascertainable Records HIST CORTESE: The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWF/LS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency. A review of the HIST CORTESE list, as provided by EDR, and dated 04/01/2001 has revealed that there EXECUTIVE SUMMARY TC4999128.2s EXECUTIVE SUMMARY 13 are 7 HIST CORTESE sites within approximately 0.5 miles of the target property. PageMap IDDirection / Distance Address Equal/Higher Elevation ____________________ ________ ___________________ _____ _____ WONDRIES TOYOTA OF A 1601 S ANAHEIM BLVD ESE 1/4 - 1/2 (0.360 mi.) E14 32 Reg Id: 083001679T ANIK STOP 1460 ANAHEIM E 1/4 - 1/2 (0.362 mi.) D16 37 Reg Id: 083001634T HARDIN OLDSMOBILE & 1300 S ANAHEIM BLVD NE 1/4 - 1/2 (0.414 mi.) 19 41 Reg Id: 083000975T JOHN PIERRE APPAREL 251 PALAIS ENE 1/4 - 1/2 (0.436 mi.) 26 121 Reg Id: 083001070T 7 - ELEVEN STORE 107 NNE 1/4 - 1/2 (0.495 mi.) 34 136 Reg Id: 083002738T PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ AVIS RENT - A - CAR 1400 HARBOR WNW 1/8 - 1/4 (0.175 mi.) A4 12 Reg Id: 083000056T DISNEYLAND RESORT 1313 S HARBOR BLVD W 1/4 - 1/2 (0.430 mi.) G23 66 Reg Id: 083000903T Notify 65: Listings of all Proposition 65 incidents reported to counties by the State Water Resources Control Board and the Regional Water Quality Control Board. This database is no longer updated by the reporting agency. A review of the Notify 65 list, as provided by EDR, and dated 12/16/2016 has revealed that there are 2 Notify 65 sites within approximately 1 mile of the target property. PageMap IDDirection / Distance Address Lower Elevation ____________________ ________ ___________________ _____ _____ MOBIL OIL CORP. 18-1 1800 SOUTH HARBOR SSW 1/2 - 1 (0.610 mi.) 35 137 #72 1037 WEST BALL NW 1/2 - 1 (0.734 mi.) 37 141 EXECUTIVE SUMMARY TC4999128.2s EXECUTIVE SUMMARY 14 Due to poor or inadequate address information, the following sites were not mapped. Count: 5 records. Site Name Database(s)____________ ____________ ANAHEIM AUTO AFFAIR LUST HARBOR AUTO CARE FACILITY LUST METROPOLITAN RESIDENTIAL (PARCEL B ENVIROSTOR, VCP BALL ROAD BASIN SLIC PONDEROSA ELEMENTARY SCHOOL ENVIROSTOR, SCH EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 60 k V 1 6 0 160 160 1 6 0 1 6 0 1 6 0 160 1 60 1 6 0 1 6 0 120 EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 160 16 0 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list 0 NR 0 0 0 0 1.000NPL 0 NR 0 0 0 0 1.000Proposed NPL 0 NR NR NR NR NR TPNPL LIENS Federal Delisted NPL site list 0 NR 0 0 0 0 1.000Delisted NPL Federal CERCLIS list 0 NR NR 0 0 0 0.500FEDERAL FACILITY 0 NR NR 0 0 0 0.500SEMS Federal CERCLIS NFRAP site list 0 NR NR 0 0 0 0.500SEMS-ARCHIVE Federal RCRA CORRACTS facilities list 0 NR 0 0 0 0 1.000CORRACTS Federal RCRA non-CORRACTS TSD facilities list 0 NR NR 0 0 0 0.500RCRA-TSDF Federal RCRA generators list 0 NR NR NR 0 0 0.250RCRA-LQG 1 NR NR NR 1 0 0.250RCRA-SQG 0 NR NR NR 0 0 0.250RCRA-CESQG Federal institutional controls / engineering controls registries 0 NR NR 0 0 0 0.500LUCIS 0 NR NR 0 0 0 0.500US ENG CONTROLS 0 NR NR 0 0 0 0.500US INST CONTROL Federal ERNS list 0 NR NR NR NR NR TPERNS State- and tribal - equivalent NPL 0 NR 0 0 0 0 1.000RESPONSE State- and tribal - equivalent CERCLIS 5 NR 1 4 0 0 1.000ENVIROSTOR State and tribal landfill and/or solid waste disposal site lists 0 NR NR 0 0 0 0.500SWF/LF State and tribal leaking storage tank lists 21 NR NR 17 4 0 0.500LUST TC4999128.2s Page 4 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR 0 0 0 0.500INDIAN LUST 2 NR NR 2 0 0 0.500SLIC State and tribal registered storage tank lists 0 NR NR NR 0 0 0.250FEMA UST 1 NR NR NR 1 0 0.250UST 0 NR NR NR 0 0 0.250AST 0 NR NR NR 0 0 0.250INDIAN UST State and tribal voluntary cleanup sites 0 NR NR 0 0 0 0.500VCP 0 NR NR 0 0 0 0.500INDIAN VCP State and tribal Brownfields sites 1 NR NR 1 0 0 0.500BROWNFIELDS ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists 0 NR NR 0 0 0 0.500US BROWNFIELDS Local Lists of Landfill / Solid Waste Disposal Sites 0 NR NR 0 0 0 0.500WMUDS/SWAT 2 NR NR 2 0 0 0.500SWRCY 0 NR NR NR NR NR TPHAULERS 0 NR NR 0 0 0 0.500INDIAN ODI 0 NR NR 0 0 0 0.500DEBRIS REGION 9 0 NR NR 0 0 0 0.500ODI 0 NR NR 0 0 0 0.500IHS OPEN DUMPS Local Lists of Hazardous waste / Contaminated Sites 0 NR NR NR NR NR TPUS HIST CDL 0 NR 0 0 0 0 1.000HIST Cal-Sites 0 NR NR NR 0 0 0.250SCH 0 NR NR NR NR NR TPCDL 0 NR 0 0 0 0 1.000Toxic Pits 0 NR NR NR NR NR TPUS CDL Local Lists of Registered Storage Tanks 3 NR NR NR 3 0 0.250SWEEPS UST 4 NR NR NR 4 0 0.250HIST UST 3 NR NR NR 3 0 0.250CA FID UST Local Land Records 0 NR NR NR NR NR TPLIENS 0 NR NR NR NR NR TPLIENS 2 0 NR NR 0 0 0 0.500DEED Records of Emergency Release Reports 0 NR NR NR NR NR TPHMIRS TC4999128.2s Page 5 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR NR TPCHMIRS 0 NR NR NR NR NR TPLDS 0 NR NR NR NR NR TPMCS 0 NR NR NR NR NR TPOrange Co. Industrial Site 0 NR NR NR NR NR TPSPILLS 90 Other Ascertainable Records 0 NR NR NR 0 0 0.250RCRA NonGen / NLR 0 NR 0 0 0 0 1.000FUDS 0 NR 0 0 0 0 1.000DOD 0 NR NR 0 0 0 0.500SCRD DRYCLEANERS 0 NR NR NR NR NR TPUS FIN ASSUR 0 NR NR NR NR NR TPEPA WATCH LIST 0 NR NR NR 0 0 0.2502020 COR ACTION 0 NR NR NR NR NR TPTSCA 0 NR NR NR NR NR TPTRIS 0 NR NR NR NR NR TPSSTS 0 NR 0 0 0 0 1.000ROD 0 NR NR NR NR NR TPRMP 0 NR NR NR NR NR TPRAATS 0 NR NR NR NR NR TPPRP 0 NR NR NR NR NR TPPADS 0 NR NR NR NR NR TPICIS 0 NR NR NR NR NR TPFTTS 0 NR NR NR NR NR TPMLTS 0 NR NR NR NR NR TPCOAL ASH DOE 0 NR NR 0 0 0 0.500COAL ASH EPA 0 NR NR NR NR NR TPPCB TRANSFORMER 0 NR NR NR NR NR TPRADINFO 0 NR NR NR NR NR TPHIST FTTS 0 NR NR NR NR NR TPDOT OPS 0 NR 0 0 0 0 1.000CONSENT 0 NR 0 0 0 0 1.000INDIAN RESERV 0 NR 0 0 0 0 1.000FUSRAP 0 NR NR 0 0 0 0.500UMTRA 0 NR NR NR NR NR TPLEAD SMELTERS 0 NR NR NR NR NR TPUS AIRS 0 NR NR NR 0 0 0.250US MINES 0 NR NR 0 0 0 0.500ABANDONED MINES 0 NR NR NR NR NR TPFINDS 0 NR 0 0 0 0 1.000UXO 0 NR NR NR NR NR TPDOCKET HWC 0 NR NR NR NR NR TPECHO 0 NR NR NR 0 0 0.250FUELS PROGRAM 0 NR 0 0 0 0 1.000CA BOND EXP. PLAN 0 NR NR 0 0 0 0.500Cortese 0 NR NR NR 0 0 0.250CUPA Listings 0 NR NR NR 0 0 0.250DRYCLEANERS 0 NR NR NR NR NR TPEMI 0 NR NR NR NR NR TPENF 0 NR NR NR NR NR TPFinancial Assurance TC4999128.2s Page 6 MAP FINDINGS SUMMARY Search TargetDistance Total Database Property(Miles) < 1/8 1/8 - 1/4 1/4 - 1/2 1/2 - 1 > 1 Plotted 0 NR NR NR NR NR TPHAZNET 0 NR NR NR NR NR TPICE 7 NR NR 6 1 0 0.500HIST CORTESE 0 NR 0 0 0 0 1.000HWP 0 NR NR NR 0 0 0.250HWT 0 NR NR NR NR NR TPMINES 0 NR NR NR 0 0 0.250MWMP 1 NR NR NR NR NR TP 1NPDES 0 NR NR NR NR NR TPPEST LIC 0 NR NR 0 0 0 0.500PROC 2 NR 2 0 0 0 1.000Notify 65 0 NR NR NR NR NR TPUIC 0 NR NR 0 0 0 0.500WASTEWATER PITS 0 NR NR NR NR NR TPWDS 0 NR NR NR 0 0 0.250WIP EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records 0 NR 0 0 0 0 1.000EDR MGP 0 NR NR NR NR 0 0.125EDR Hist Auto 0 NR NR NR NR 0 0.125EDR Hist Cleaner EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives 0 NR NR NR NR NR TPRGA LF 0 NR NR NR NR NR TPRGA LUST 53 0 3 32 17 0 1- Totals -- NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database TC4999128.2s Page 7 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NCONSTYPE CABLE LINE IND: NCONSTYPE BELOW GROUND IND: NCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: NCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Joey BlaggDEVELOPER CONTACT NAME: 93304DEVELOPER ZIP: CaliforniaDEVELOPER STATE: BakersfieldDEVELOPER CITY: 3045 Wilson roadDEVELOPER ADDRESS: Prime Group ConstructionDEVELOPER NAME: Private BusinessOPERATOR TYPE: prafulNpatel@gmail.comOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-904-5740OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Praful PatelOPERATOR CONTACT NAME: 92802OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: 1441 South Manchester AveOPERATOR ADDRESS: Nara Investments LLCOPERATOR NAME: prafulNpatel@gmail.comFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 714-904-5740FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Praful PatelFACILITY CONTACT NAME: AcresPLACE SIZE UNIT: 1.36PLACE SIZE: 7/14/2016STATUS DATE: TerminatedSTATUS CODE NAME: 4/25/2014PROCESSED DATE: 4/18/2014RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: 7/8/2016Termination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 8 30C369549WDID: Not reportedPlace Id: ConstructionRegulatory Measure Type: Not reportedOrder No: 445788Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: NPDES: Actual: 143 ft. Property ANAHEIM, CA 92802 Target 1441 S MANCHESTER AVE N/A 1 NPDESHOLIDAY INN EXPRESS ANAHEIM S116497688 TC4999128.2s Page 8 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedOPERATOR ZIP: Not reportedOPERATOR STATE: Not reportedOPERATOR CITY: Not reportedOPERATOR ADDRESS: Not reportedOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: Not reportedFACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Not reportedFACILITY CONTACT NAME: Not reportedPLACE SIZE UNIT: Not reportedPLACE SIZE: Not reportedSTATUS DATE: Not reportedSTATUS CODE NAME: Not reportedPROCESSED DATE: Not reportedRECEIVED DATE: 92802Discharge Zip: CaliforniaDischarge State: AnaheimDischarge City: 1441 South Manchester AveDischarge Address: Nara Investments LLCDischarge Name: 07/08/2016Termination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: 04/25/2014Effective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: ConstructionProgram Type: 8 30C369549WDID: Not reportedPlace Id: EnrolleeRegulatory Measure Type: 2009-0009-DWQOrder No: 445788Regulatory Measure Id: 8Region: 0Agency Id: TerminatedFacility Status: CAS000002Npdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: 18-APR-14CERTIFICATION DATE: CEOCERTIFIER TITLE: Praful PatelCERTIFIER NAME: Anaheim BayRECEIVING WATER NAME: NDIR DISCHARGE USWATER IND: NCONSTYPE WATER SEWER IND: NCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: NCONSTYPE TRANSPORT IND: NCONSTYPE RESIDENTIAL IND: NCONSTYPE RECONS IND: NCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: NCONSTYPE INDUSTRIAL IND: NCONSTYPE GAS LINE IND: NCONSTYPE ELECTRICAL LINE IND: YCONSTYPE COMMERTIAL IND: NCONSTYPE COMM LINE IND: HOLIDAY INN EXPRESS ANAHEIM (Continued) S116497688 TC4999128.2s Page 9 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Not reportedRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: Not reportedDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Not reportedOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: Not reportedOPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Not reportedOPERATOR CONTACT NAME: HOLIDAY INN EXPRESS ANAHEIM (Continued) S116497688 ATank Status: 30-011-005823-000001SWRCB Tank Id: Not reportedOwner Tank Id: 12-31-88Created Date: 07-17-92Action Date: 07-17-92Referral Date: Not reportedBoard Of Equalization: 4Number: 5823Comp Number: ActiveStatus: SWEEPS UST: 864 ft. 0.164 mi. Relative: Higher Actual: 146 ft. 1/8-1/4 ANAHEIM, CA 92802 East CA FID UST1580 S CLEMENTINE N/A 2 SWEEPS USTANAHEIM FIRE STATION #3 S101589502 TC4999128.2s Page 10 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92802Mailing City,St,Zip: Not reportedMailing Address 2: 200 S ANAHEIM BLVDMailing Address: Not reportedMail To: 7127721755Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30016257Facility ID: CA FID UST: 1Number Of Tanks: DIESELContent: PSTG: M.V. FUELTank Use: 07-17-92Active Date: 1000Capacity: ANAHEIM FIRE STATION #3 (Continued) S101589502 Not reportedLeak Detection: Not reportedContainer Construction Thickness: Not reportedType of Fuel: Not reportedTank Used for: Not reportedTank Capacity: Not reportedYear Installed: Not reportedContainer Num: Not reportedTank Num: Not reportedTotal Tanks: Not reportedOwner City,St,Zip: Not reportedOwner Address: Not reportedOwner Name: Not reportedTelephone: Not reportedContact Name: Not reportedOther Type: Not reportedFacility Type: Not reportedFacility ID: Not reportedRegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002E99A.pdfURL: 0002E99AFile Number: HIST UST: 924 ft. Site 1 of 3 in cluster A 0.175 mi. Relative: Lower Actual: 141 ft. 1/8-1/4 ANAHEIM, CA 92802 WNW CA FID UST1400 SOUTH HARBOR BLVD N/A A3 HIST USTAVIS RENT A CAR S101629998 TC4999128.2s Page 11 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92802Mailing City,St,Zip: Not reportedMailing Address 2: 9841 AIRPORT BLVDMailing Address: Not reportedMail To: 7147766689Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30000387Facility ID: CA FID UST: Click here for Geo Tracker PDF: AVIS RENT A CAR (Continued)S101629998 Not reportedDate Remediation Plan Submitted: 8/26/1986Date Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 3/13/1996Close Date: Not reportedEnforcement Date: 5/30/1986Discover Date: Not reportedDate Preliminary Assessment Began: 11/6/1990Date Confirmation of Leak Began: 12/31/1986Enter Date: Not reportedHow Stopped Date: T0605900045Global ID: PipingLeak Source: SpillLeak Cause: Not reportedHow Stopped: Tank TestHow Discovered: Not reportedFunding: CLOSEnf Type: FREEDMANCross Street: approved site Excavate and Dispose - remove contaminated soil and dispose inAbate Method: Not reportedQty Leaked: DieselSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083000056TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 924 ft. Site 2 of 3 in cluster A 0.175 mi. Relative: Lower Actual: 141 ft. 1/8-1/4 ANAHEIM, CA 92802 WNW HIST CORTESE1400 HARBOR N/A A4 LUSTAVIS RENT - A - CAR SYSTE S103463896 TC4999128.2s Page 12 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083000056TReg Id: LINKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: NOMStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9152121Longitude: 33.8135668Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 12/31/1986Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: AVIS RENT - A - CAR SYSTE (Continued) S103463896 DieselPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083000056TRB Case Number: ANAHEIM CITYLocal Agency: ROWCase Worker: ANAHEIM CITYLead Agency: 03/13/1996Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.9152121Longitude: 33.8135668Latitude: T0605900045Global Id: STATERegion: LUST: 924 ft. Site 3 of 3 in cluster A 0.175 mi.HIST UST Relative: Lower Actual: 141 ft. 1/8-1/4 SWEEPS USTANAHEIM, CA 92802 WNW UST1400 S HARBOR BLVD N/A A5 LUSTAVIS RENT A CAR U001578596 TC4999128.2s Page 13 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation T0605900045Global Id: Closure/No Further Action LetterAction: 03/13/1996Date: ENFORCEMENTAction Type: T0605900045Global Id: Leak DiscoveryAction: 05/30/1986Date: OtherAction Type: T0605900045Global Id: Closure/No Further Action LetterAction: 03/13/1996Date: ENFORCEMENTAction Type: T0605900045Global Id: Regulatory Activities: 11/06/1990Status Date: Open - Site AssessmentStatus: T0605900045Global Id: 08/26/1986Status Date: Open - Site AssessmentStatus: T0605900045Global Id: 04/22/1986Status Date: Open - Case Begin DateStatus: T0605900045Global Id: 03/13/1996Status Date: Completed - Case ClosedStatus: T0605900045Global Id: Status History: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITYOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605900045Global Id: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605900045Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: AVIS RENT A CAR (Continued)U001578596 TC4999128.2s Page 14 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation GREAT AMERICAN LAND COMPANY-LEOwner Name: 7147743455Telephone: Not reportedContact Name: Not reportedOther Type: Gas StationFacility Type: 00000005788Facility ID: STATERegion: Not reportedURL: Not reportedFile Number: HIST UST: Not reportedNumber Of Tanks: GASHOLContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 7500Capacity: ATank Status: 30-011-004495-000002SWRCB Tank Id: 864Owner Tank Id: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 4495Comp Number: ActiveStatus: 2Number Of Tanks: LEADEDContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 5000Capacity: ATank Status: 30-011-004495-000001SWRCB Tank Id: 864Owner Tank Id: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 4495Comp Number: ActiveStatus: SWEEPS UST: -117.913499Longitude: 33.8136611Latitude: Not reportedPermitting Agency: 4495Facility ID: UST: Leak ReportedAction: 04/22/1986Date: OtherAction Type: AVIS RENT A CAR (Continued)U001578596 TC4999128.2s Page 15 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoneLeak Detection: Not reportedContainer Construction Thickness: DIESELType of Fuel: PRODUCTTank Used for: 00005000Tank Capacity: Not reportedYear Installed: 2Container Num: 002Tank Num: NoneLeak Detection: Not reportedContainer Construction Thickness: UNLEADEDType of Fuel: PRODUCTTank Used for: 00007500Tank Capacity: Not reportedYear Installed: 1Container Num: 001Tank Num: 0002Total Tanks: ANAHEIM, CA 92802Owner City,St,Zip: 1380 SOUTH HARBOR BLVDOwner Address: AVIS RENT A CAR (Continued)U001578596 Not reportedOwner/operator telephone: USOwner/operator country: Not reported Not reportedOwner/operator address: METREX RESEARCH LABORATORYOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: PrivateLand type: 09EPA Region: EDWIN.VARELA@SYBRONDENTAL.COMContact email: 714-516-7486Contact telephone: USContact country: ANAHEIM, CA 92802 1515 MANCHESTER AVEContact address: EDWIN E VARELAContact: CAD980893390EPA ID: ANAHEIM, CA 92802 1515 MANCHESTER AVEFacility address: METREX RESEARCH LABORATORYFacility name: 07/20/2010Date form received by agency: RCRA-SQG: EMI ECHO 934 ft.FINDS 0.177 mi.CA FID UST Relative: Higher Actual: 144 ft. 1/8-1/4 HIST USTANAHEIM, CA 92802 SE SWEEPS UST1515 MANCHESTER AVE CAD980893390 6 RCRA-SQGMETREX RESEARCH LABORATORY 1000411520 TC4999128.2s Page 16 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: 791. Waste name: 791. Waste code: 551. Waste name: 551. Waste code: 223. Waste name: 223. Waste code: 214. Waste name: 214. Waste code: 123. Waste name: 123. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 10/01/2009Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: 949-474-7999Owner/operator telephone: USOwner/operator country: IRVINE, CA 92612 18800 VON KARMAN AVE STE 100Owner/operator address: BILL MCFARLANDOwner/operator name: Not reportedOwner/Op end date: 06/01/2010Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: METREX RESEARCH LABORATORY (Continued) 1000411520 TC4999128.2s Page 17 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: ATank Status: 30-011-000968-000004SWRCB Tank Id: 77Owner Tank Id: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 968Comp Number: ActiveStatus: 1Number Of Tanks: JET FUELContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 500Capacity: Not reportedTank Status: 30-011-000968-000002SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 968Comp Number: Not reportedStatus: SWEEPS UST: State Contractor/GranteeEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 09/19/1994Evaluation date: Evaluation Action Summary: No violations foundViolation Status: Large Quantity GeneratorClassification: ODETICS INCSite name: 04/15/1985Date form received by agency: Small Quantity GeneratorClassification: ODETICS INCSite name: 09/01/1996Date form received by agency: Historical Generators: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT METREX RESEARCH LABORATORY (Continued) 1000411520 TC4999128.2s Page 18 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 00010000Tank Capacity: 1983Year Installed: 002Container Num: 003Tank Num: Stock InventorLeak Detection: 12Container Construction Thickness: WASTE OILType of Fuel: WASTETank Used for: 00000550Tank Capacity: 1983Year Installed: 003Container Num: 002Tank Num: Stock InventorLeak Detection: .27Container Construction Thickness: UNLEADEDType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: 1983Year Installed: 001Container Num: 001Tank Num: 0003Total Tanks: ANAHEIM, CA 92802Owner City,St,Zip: 1515 S. MANCHESTEROwner Address: ODETICS, INC.Owner Name: 7147745000Telephone: JOHN CRESSEContact Name: MANUFACTURINGOther Type: OtherFacility Type: 00000008656Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002EC34.pdfURL: 0002EC34File Number: HIST UST: Not reportedNumber Of Tanks: LEADEDContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 10000Capacity: ATank Status: 30-011-000968-000005SWRCB Tank Id: 77Owner Tank Id: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 968Comp Number: ActiveStatus: 2Number Of Tanks: REG UNLEADEDContent: WSTG: METREX RESEARCH LABORATORY (Continued) 1000411520 TC4999128.2s Page 19 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SCAir District Name: 42616Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: http://echo.epa.gov/detailed-facility-report?fid=110002676480DFR URL: 110002676480Registry ID: 1000411520Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource AIR EMISSIONS CLASSIFICATION UNKNOWN Environmental Interest/Information System 110002676480Registry ID: FINDS: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92802Mailing City,St,Zip: Not reportedMailing Address 2: 1515 S MANCHESTERMailing Address: Not reportedMail To: 7147745000Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30003463Facility ID: CA FID UST: Click here for Geo Tracker PDF: Stock InventorLeak Detection: .27Container Construction Thickness: UNLEADEDType of Fuel: PRODUCTTank Used for: METREX RESEARCH LABORATORY (Continued) 1000411520 TC4999128.2s Page 20 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 0Reactive Organic Gases Tons/Yr: 4Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 3679SIC Code: METREX RESEARCH LABORATORY (Continued) 1000411520 Click here for Geo Tracker PDF: Stock InventorLeak Detection: Not reportedContainer Construction Thickness: DIESELType of Fuel: PRODUCTTank Used for: 00000550Tank Capacity: Not reportedYear Installed: 1Container Num: 001Tank Num: 0001Total Tanks: ANAHEIM, CA 92805Owner City,St,Zip: 200 SOUTH ANAHEIM BOULEVARD, SOwner Address: CITY OF ANAHEIM-DEPARTMENT OFOwner Name: 7149995140Telephone: BOB BLYTHEContact Name: FIRE STATIONOther Type: OtherFacility Type: 00000056384Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002E768.pdfURL: 0002E768File Number: HIST UST: 1078 ft. 0.204 mi. Relative: Higher Actual: 144 ft. 1/8-1/4 ANAHEIM, CA 92805 SE 1563 SOUTH MANCHESTER AVENUE N/A 7 HIST USTFIRE STATION 3 U001578747 Not reportedLocal Case Num: 083002812TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 1284 ft. Site 1 of 2 in cluster B 0.243 mi. Relative: Lower Actual: 138 ft. 1/8-1/4 ANAHEIM, CA 92802 SW 1313 HARBOR BLVD N/A B8 LUSTDISNEYLAND TOMORROWLAND RR ST. S100933981 TC4999128.2s Page 21 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: NOMStaff: *MTBE Class: MTBE Detected. Site tested for MTBE & MTBE detectedMTBE Tested: 0MTBE Fuel: .05Max MTBE Soil: 1MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9155792Longitude: 33.8149817Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: <Soil Qualifies: Not reportedGW Qualifies: 6/17/1996Enter Date: 8/9/1999Date Post Remedial Action Monitoring: 6/15/1998Date Remedial Action Underway: 10/8/1997Date Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 2/23/2000Close Date: Not reportedEnforcement Date: 3/4/1996Discover Date: Not reportedDate Preliminary Assessment Began: 3/21/1996Date Confirmation of Leak Began: 6/17/1996Enter Date: Not reportedHow Stopped Date: T0605901936Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: DieselSubstance: Soil onlyCase Type: DISNEYLAND TOMORROWLAND RR ST. (Continued) S100933981 TC4999128.2s Page 22 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: RMStaff Initials: NOMStaff: DMTBE Class: MTBE Detected. Site tested for MTBE & MTBE detectedMTBE Tested: 1MTBE Fuel: 1.1Max MTBE Soil: 2MTBE Concentration: 2Max MTBE GW: 11/22/1999MTBE Date: -117.9299974Longitude: 33.8033549Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: =Soil Qualifies: =GW Qualifies: 11/4/1999Enter Date: Not reportedDate Post Remedial Action Monitoring: 1/15/2004Date Remedial Action Underway: 2/5/2003Date Remediation Plan Submitted: 6/13/2000Date Pollution Characterization Began: 10/21/1999Date Prelim Assessment Workplan Submitted: Not reportedClose Date: Not reportedEnforcement Date: 10/21/1999Discover Date: Not reportedDate Preliminary Assessment Began: 10/21/1999Date Confirmation of Leak Began: 11/4/1999Enter Date: Not reportedHow Stopped Date: T0605902330Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: Not reportedEnf Type: KATELLACross Street: EDVEAbate Method: Not reportedQty Leaked: GasolineSubstance: Other ground water affectedCase Type: Not reportedLocal Case Num: 083003568TCase Number: Remedial action (cleanup) UnderwayFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 1284 ft. Site 2 of 2 in cluster B 0.243 mi. Relative: Lower Actual: 138 ft. 1/8-1/4 ANAHEIM, CA 92802 SW 1313 HARBOR BLVD N/A B9 LUSTDISNEYLAND-AUTOPIA S104405118 TC4999128.2s Page 23 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: NoWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: DISNEYLAND-AUTOPIA (Continued) S104405118 Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 08/04/2004Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30880005Alias Name: Project Code (Site Code)Alias Type: 404327Alias Name: Project Code (Site Code)Alias Type: 404118Alias Name: Alternate NameAlias Type: ANAHEIM CITY SD-REVERE SCHOOL EXPANSIONAlias Name: Alternate NameAlias Type: ANAHEIM CITY SD-REVERE SCH EXPAN./CDEAlias Name: NMAPotential Description: 31000-NOConfirmed COC: NONE SPECIFIED No Contaminants foundPotential COC: RESIDENTIAL AREAPast Use: NONE SPECIFIEDAPN: -117.9071Longitude: 33.81419Latitude: School DistrictFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 34Senate: 69Assembly: Southern California Schools & Brownfields OutreachDivision Branch: Javier HinojosaSupervisor: Greg NealProgram Manager: DTSCLead Agency: DTSCRegulatory Agencies: NONPL: 2Acres: SchoolSite Type Detailed: School InvestigationSite Type: 404327Site Code: 08/04/2004Status Date: No Further ActionStatus: 30880005Facility ID: ENVIROSTOR: 1516 ft. Site 1 of 2 in cluster C 0.287 mi. Relative: Higher Actual: 147 ft. 1/4-1/2 ANAHEIM, CA 92805 ENE SCH126/132/138/144/150 WEST GUINIDA LANE N/A C10 ENVIROSTOR1400 S107735765 TC4999128.2s Page 24 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30880005Alias Name: Project Code (Site Code)Alias Type: 404327Alias Name: Project Code (Site Code)Alias Type: 404118Alias Name: Alternate NameAlias Type: ANAHEIM CITY SD-REVERE SCHOOL EXPANSIONAlias Name: Alternate NameAlias Type: ANAHEIM CITY SD-REVERE SCH EXPAN./CDEAlias Name: NMAPotential Description: 31000-NOConfirmed COC: NONE SPECIFIED, No Contaminants foundPotential COC: RESIDENTIAL AREAPast Use: NONE SPECIFIEDAPN: -117.9071Longitude: 33.81419Latitude: School DistrictFunding: NORestricted Use: 08/04/2004Status Date: No Further ActionStatus: Not reportedSpecial Program Status: 34Senate: 69Assembly: 404327Site Code: Southern California Schools & Brownfields OutreachDivision Branch: Javier HinojosaSupervisor: Greg NealProject Manager: * DTSCLead Agency Description: DTSCLead Agency: DTSCCleanup Oversight Agencies: NONational Priorities List: 2Acres: NONE SPECIFIEDSite Mgmt. Req.: SchoolSite Type Detail: School InvestigationSite Type: 30880005Facility ID: SCH: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 10/31/2001Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: 1400 (Continued)S107735765 TC4999128.2s Page 25 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: 10/31/2001Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Not reportedComments: 08/04/2004Completed Date: Cost Recovery Closeout MemoCompleted Document Type: 1400 (Continued)S107735765 404118Alias Name: Alternate NameAlias Type: REVERE SCHOOL EXPANSIONAlias Name: Alternate NameAlias Type: ANAHEIM CITY SCHOOL DISTRICTAlias Name: SOILPotential Description: 40001-NO 30013-NOConfirmed COC: Asbestos Containing Materials (ACM LeadPotential COC: RESIDENTIAL AREAPast Use: NONE SPECIFIEDAPN: -117.8990Longitude: 33.82284Latitude: School DistrictFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 34Senate: 69Assembly: Southern California Schools & Brownfields OutreachDivision Branch: Javier HinojosaSupervisor: Greg NealProgram Manager: SMBRPLead Agency: SMBRPRegulatory Agencies: NONPL: 1.78Acres: SchoolSite Type Detailed: School InvestigationSite Type: 404118Site Code: 10/31/2001Status Date: No Further ActionStatus: 30880002Facility ID: ENVIROSTOR: 1516 ft. Site 2 of 2 in cluster C 0.287 mi. Relative: Higher Actual: 147 ft. 1/4-1/2 ANAHEIM, CA 92805 ENE SCH126/132/138/144/150/WEST GUINIDA LANE N/A C11 ENVIROSTORREVERE SCHOOL EXPANSION S105628714 TC4999128.2s Page 26 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: CRU Memo Completed.Comments: 06/19/2007Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Revere Expansion site. oversight for a Preliminary Endangerment Assessment for the proposed HSA-A 00/01-158) with Anaheim City School District to provide DTSC entered into an Environmental Oversight Agreement (Docket NumberComments: 01/30/2001Completed Date: Environmental Oversight AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: required at this site, and approved the PEA. concurred that no further environmental investigation or cleanup was human health or the environment under any land use. Therefore, DTSC occurring hazardous material indicated at the site pose threat to release of hazardous material, nor the presence of naturally the information presented in the PEA, neither an actual a potential DTSC approved the Preliminary Endangerment Assessment (PEA). Based onComments: 10/31/2001Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: an agreement with DTSC and ACSD. activities (if needed) after the PEA would be conducted pursuant to Anaheim City School District (ACSD). Any subsequent cleanup under DTSC’s oversight pursuant to an agreement between DTSC and the Endangerment Assessment (PEA) is required. The PEA will be conducted Environmental Assessment and has determined that a Preliminary DTSC’s Site Mitigation Program completed review of a Phase I Substances Control (DTSC) and the California Department of Education, Phase I - Pursuant to an agreement between the Department of ToxicComments: 07/07/2000Completed Date: Phase 1Completed Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: CRU Memo sent to HQ on 11/07/2001.Comments: 11/07/2001Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30880002Alias Name: Project Code (Site Code)Alias Type: REVERE SCHOOL EXPANSION (Continued) S105628714 TC4999128.2s Page 27 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Environmental Assessment and has determined that a Preliminary DTSC’s Site Mitigation Program completed review of a Phase I Substances Control (DTSC) and the California Department of Education, Phase I - Pursuant to an agreement between the Department of ToxicComments: 07/07/2000Completed Date: Phase 1Completed Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: CRU Memo sent to HQ on 11/07/2001.Comments: 11/07/2001Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30880002Alias Name: Project Code (Site Code)Alias Type: 404118Alias Name: Alternate NameAlias Type: REVERE SCHOOL EXPANSIONAlias Name: Alternate NameAlias Type: ANAHEIM CITY SCHOOL DISTRICTAlias Name: SOILPotential Description: 40001-NO, 30013-NOConfirmed COC: Asbestos Containing Materials (ACM, LeadPotential COC: RESIDENTIAL AREAPast Use: NONE SPECIFIEDAPN: -117.8990Longitude: 33.82284Latitude: School DistrictFunding: NORestricted Use: 10/31/2001Status Date: No Further ActionStatus: Not reportedSpecial Program Status: 34Senate: 69Assembly: 404118Site Code: Southern California Schools & Brownfields OutreachDivision Branch: Javier HinojosaSupervisor: Greg NealProject Manager: DTSC - Site Cleanup ProgramLead Agency Description: SMBRPLead Agency: SMBRPCleanup Oversight Agencies: NONational Priorities List: 1.78Acres: NONE SPECIFIEDSite Mgmt. Req.: SchoolSite Type Detail: School InvestigationSite Type: 30880002Facility ID: SCH: Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: REVERE SCHOOL EXPANSION (Continued) S105628714 TC4999128.2s Page 28 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: CRU Memo Completed.Comments: 06/19/2007Completed Date: Cost Recovery Closeout MemoCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Revere Expansion site. oversight for a Preliminary Endangerment Assessment for the proposed HSA-A 00/01-158) with Anaheim City School District to provide DTSC entered into an Environmental Oversight Agreement (Docket NumberComments: 01/30/2001Completed Date: Environmental Oversight AgreementCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: required at this site, and approved the PEA. concurred that no further environmental investigation or cleanup was human health or the environment under any land use. Therefore, DTSC occurring hazardous material indicated at the site pose threat to release of hazardous material, nor the presence of naturally the information presented in the PEA, neither an actual a potential DTSC approved the Preliminary Endangerment Assessment (PEA). Based onComments: 10/31/2001Completed Date: Preliminary Endangerment Assessment ReportCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: an agreement with DTSC and ACSD. activities (if needed) after the PEA would be conducted pursuant to Anaheim City School District (ACSD). Any subsequent cleanup under DTSC’s oversight pursuant to an agreement between DTSC and the Endangerment Assessment (PEA) is required. The PEA will be conducted REVERE SCHOOL EXPANSION (Continued) S105628714 sanchezrecycling@yahoo.comEmail: Not reportedWebsite: 92704Mailing Zip Code: CAMailing State: Santa AnaMailing City: 1138 S Shawnee DrMailing Address: RC169959.001Cert Id: 169959Reg Id: SWRCY: 1790 ft. Site 1 of 3 in cluster D 0.339 mi. Relative: Higher Actual: 147 ft. 1/4-1/2 ANAHEIM, CA 92805 East 1459 S ANAHEIM BLVD N/A D12 SWRCYSANCHEZ RECYCLING INC S107869743 TC4999128.2s Page 29 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Sanchez Recycling IncOrganization Name: 151764Organization ID: CLOSEDSunday Hours Of Operation: 9:00 am - 2:00 pmSaturday Hours Of Operation: 9:00 am - 5:00 pmFriday Hours Of Operation: 9:00 am - 5:00 pmThursday Hours Of Operation: 9:00 am - 5:00 pmWednesday Hours Of Operation: 9:00 am - 5:00 pmTuesday Hours Of Operation: 9:00 am - 5:00 pmMonday Hours Of Operation: N/AAgency: YBimetal: YPlastic: YGlass: YAluminium: 10/01/2012Operation Begin Date: NRural: NGrand Father: (714) 465-6732Phone Number: SANCHEZ RECYCLING INC (Continued) S107869743 RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605901265Global Id: 9517824495Phone Number: cbernhardt@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: CARL BERNHARDTContact Name: Regional Board CaseworkerContact Type: T0605901265Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: Waste Oil / Motor / Hydraulic / LubricatingPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083001679TRB Case Number: ANAHEIM CITYLocal Agency: RMCase Worker: ANAHEIM CITYLead Agency: 03/25/1992Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.9060959Longitude: 33.8088042Latitude: T0605901265Global Id: STATERegion: LUST: 1900 ft. Site 1 of 2 in cluster E 0.360 mi. Relative: Higher Actual: 148 ft. 1/4-1/2 Orange Co. Industrial SiteANAHEIM, CA 92805 ESE HIST UST1601 S ANAHEIM BLVD N/A E13 LUSTWONDRIES TOYOTA OF ANAHEIM 1000240276 TC4999128.2s Page 30 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 001Tank Num: 0003Total Tanks: ANAHEIM, CA 92805Owner City,St,Zip: 1601 SO. ANAHEIM BLVD.Owner Address: C.A.M.T. INC.Owner Name: 7146352050Telephone: BERNIE EMMERICHContact Name: AUTO DEALEROther Type: OtherFacility Type: 00000053742Facility ID: STATERegion: Not reportedURL: Not reportedFile Number: HIST UST: Leak ReportedAction: 11/02/1990Date: OtherAction Type: T0605901265Global Id: Closure/No Further Action LetterAction: 03/25/1992Date: ENFORCEMENTAction Type: T0605901265Global Id: File reviewAction: 09/03/2013Date: ENFORCEMENTAction Type: T0605901265Global Id: Leak DiscoveryAction: 10/18/1990Date: OtherAction Type: T0605901265Global Id: Regulatory Activities: 10/18/1990Status Date: Open - Site AssessmentStatus: T0605901265Global Id: 10/18/1990Status Date: Open - Case Begin DateStatus: T0605901265Global Id: 03/25/1992Status Date: Completed - Case ClosedStatus: T0605901265Global Id: Status History: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITYOrganization Name: WONDRIES TOYOTA OF ANAHEIM (Continued) 1000240276 TC4999128.2s Page 31 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation PAINT / STAIN / THINNER WASTEReleased Chemical: Closed pre 1994, file review required to determine closure typeClosure Type: CLOSED 10/20/1992Current Status: RO0000356Record ID: 92IC011Case ID: Orange Co. Industrial Site: VisualLeak Detection: Not reportedContainer Construction Thickness: WASTE OILType of Fuel: WASTETank Used for: 00000000Tank Capacity: Not reportedYear Installed: 3Container Num: 003Tank Num: VisualLeak Detection: Not reportedContainer Construction Thickness: WASTE OILType of Fuel: WASTETank Used for: 00000000Tank Capacity: Not reportedYear Installed: 2Container Num: 002Tank Num: Visual, Stock InventorLeak Detection: Not reportedContainer Construction Thickness: UNLEADEDType of Fuel: PRODUCTTank Used for: 00002000Tank Capacity: Not reportedYear Installed: 1Container Num: WONDRIES TOYOTA OF ANAHEIM (Continued) 1000240276 Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: CLOSEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: Waste OilSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083001679TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 1900 ft.HIST CORTESESite 2 of 2 in cluster E 0.360 mi.CA FID UST Relative: Higher Actual: 148 ft. 1/4-1/2 HIST USTANAHEIM, CA 92805 ESE SWEEPS UST1601 S ANAHEIM BLVD N/A E14 LUSTWONDRIES TOYOTA OF ANAHEIM S101589312 TC4999128.2s Page 32 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 3Number Of Tanks: JET FUELContent: PSTG: M.V. FUELTank Use: Not reportedActive Date: 550Capacity: ATank Status: 30-011-001928-000001SWRCB Tank Id: 443Owner Tank Id: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 1928Comp Number: ActiveStatus: SWEEPS UST: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: Not reportedStaff Initials: CABStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9061108Longitude: 33.8101039Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 12/15/1990Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 3/25/1992Close Date: Not reportedEnforcement Date: 10/18/1990Discover Date: Not reportedDate Preliminary Assessment Began: 10/18/1990Date Confirmation of Leak Began: 12/15/1990Enter Date: Not reportedHow Stopped Date: T0605901265Global ID: WONDRIES TOYOTA OF ANAHEIM (Continued) S101589312 TC4999128.2s Page 33 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedLeak Detection: Not reportedContainer Construction Thickness: Not reportedType of Fuel: Not reportedTank Used for: Not reportedTank Capacity: Not reportedYear Installed: Not reportedContainer Num: Not reportedTank Num: Not reportedTotal Tanks: Not reportedOwner City,St,Zip: Not reportedOwner Address: Not reportedOwner Name: Not reportedTelephone: Not reportedContact Name: Not reportedOther Type: Not reportedFacility Type: Not reportedFacility ID: Not reportedRegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002E663.pdfURL: 0002E663File Number: HIST UST: Not reportedNumber Of Tanks: JET FUELContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 550Capacity: ATank Status: 30-011-001928-000008SWRCB Tank Id: 443Owner Tank Id: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 1928Comp Number: ActiveStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 2000Capacity: ATank Status: 30-011-001928-000005SWRCB Tank Id: 443Owner Tank Id: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 1928Comp Number: ActiveStatus: WONDRIES TOYOTA OF ANAHEIM (Continued) S101589312 TC4999128.2s Page 34 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083001679TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92805Mailing City,St,Zip: Not reportedMailing Address 2: 902 VAN NESS AVEMailing Address: Not reportedMail To: 7146352050Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30005889Facility ID: CA FID UST: Click here for Geo Tracker PDF: WONDRIES TOYOTA OF ANAHEIM (Continued) S101589312 PATRICIA HANNONContact Name: Regional Board CaseworkerContact Type: T0605901242Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083001634TRB Case Number: ANAHEIM CITYLocal Agency: ROWCase Worker: ANAHEIM CITYLead Agency: 02/01/1991Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.9062486Longitude: 33.8121759Latitude: T0605901242Global Id: STATERegion: LUST: 1913 ft. Site 2 of 3 in cluster D 0.362 mi. Relative: Higher Actual: 148 ft. 1/4-1/2 ANAHEIM, CA 92805 East HIST UST1460 S ANAHEIM BOULEVARD N/A D15 LUSTADVANCED AUTOMOTIVE U001578714 TC4999128.2s Page 35 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Gas StationFacility Type: 00000014772Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002EAC8.pdfURL: 0002EAC8File Number: HIST UST: Leak ReportedAction: 08/13/1990Date: OtherAction Type: T0605901242Global Id: Closure/No Further Action LetterAction: 02/01/1991Date: ENFORCEMENTAction Type: T0605901242Global Id: Closure/No Further Action LetterAction: 02/01/1991Date: ENFORCEMENTAction Type: T0605901242Global Id: Leak DiscoveryAction: 07/03/1990Date: OtherAction Type: T0605901242Global Id: Regulatory Activities: 10/20/1989Status Date: Open - Site AssessmentStatus: T0605901242Global Id: 10/20/1989Status Date: Open - Case Begin DateStatus: T0605901242Global Id: 02/01/1991Status Date: Completed - Case ClosedStatus: T0605901242Global Id: Status History: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITYOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605901242Global Id: Not reportedPhone Number: phannon@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: ADVANCED AUTOMOTIVE (Continued) U001578714 TC4999128.2s Page 36 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here for Geo Tracker PDF: VisualLeak Detection: Not reportedContainer Construction Thickness: DIESELType of Fuel: PRODUCTTank Used for: 00005000Tank Capacity: Not reportedYear Installed: 3Container Num: 003Tank Num: VisualLeak Detection: Not reportedContainer Construction Thickness: REGULARType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: Not reportedYear Installed: 2Container Num: 002Tank Num: VisualLeak Detection: Not reportedContainer Construction Thickness: UNLEADEDType of Fuel: PRODUCTTank Used for: 00010000Tank Capacity: Not reportedYear Installed: 1Container Num: 001Tank Num: 0003Total Tanks: LOS ANGELES, CA 90025Owner City,St,Zip: 1990 WESTWOOD BLVD.Owner Address: LEDERER ANAHEIM, LTD.Owner Name: 2134706380Telephone: Not reportedContact Name: Not reportedOther Type: ADVANCED AUTOMOTIVE (Continued) U001578714 Not reportedHow Discovered: Not reportedFunding: CLOSEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083001634TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 1913 ft. Site 3 of 3 in cluster D 0.362 mi. Relative: Higher Actual: 148 ft. 1/4-1/2 ANAHEIM, CA 92805 East HIST CORTESE1460 ANAHEIM N/A D16 LUSTANIK STOP S102424019 TC4999128.2s Page 37 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083001634TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: GASOLINE AND DIESEL CONTAMINATION PRESENT IN THE SOIL.Summary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: PAHStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9061508Longitude: 33.8121009Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 9/16/1990Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 2/1/1991Close Date: Not reportedEnforcement Date: 7/3/1990Discover Date: Not reportedDate Preliminary Assessment Began: 10/20/1989Date Confirmation of Leak Began: 9/16/1990Enter Date: Not reportedHow Stopped Date: T0605901242Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: ANIK STOP (Continued)S102424019 TC4999128.2s Page 38 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 03/20/1998Status Date: Open - Site AssessmentStatus: T0605902163Global Id: 03/20/1998Status Date: Open - Case Begin DateStatus: T0605902163Global Id: 08/26/1998Status Date: Completed - Case ClosedStatus: T0605902163Global Id: Status History: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITYOrganization Name: RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605902163Global Id: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605902163Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: DieselPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083003182TRB Case Number: ANAHEIM CITYLocal Agency: RMCase Worker: ANAHEIM CITYLead Agency: 08/26/1998Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.9099576Longitude: 33.8073756Latitude: T0605902163Global Id: STATERegion: LUST: 1984 ft. Site 1 of 2 in cluster F 0.376 mi. Relative: Lower Actual: 140 ft. 1/4-1/2 ANAHEIM, CA 92802 SSE 1680 S CLEMENTINE ST N/A F17 LUSTANAHEIM FIRE STATION #3, FRMER S109284655 TC4999128.2s Page 39 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Leak ReportedAction: 05/27/1998Date: OtherAction Type: T0605902163Global Id: Closure/No Further Action LetterAction: 08/26/1998Date: ENFORCEMENTAction Type: T0605902163Global Id: Closure/No Further Action LetterAction: 08/26/1998Date: ENFORCEMENTAction Type: T0605902163Global Id: Leak DiscoveryAction: 03/20/1998Date: OtherAction Type: T0605902163Global Id: Regulatory Activities: ANAHEIM FIRE STATION #3, FRMER (Continued) S109284655 Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 8/26/1998Close Date: Not reportedEnforcement Date: 3/20/1998Discover Date: Not reportedDate Preliminary Assessment Began: 3/20/1998Date Confirmation of Leak Began: 6/29/1998Enter Date: Not reportedHow Stopped Date: T0605902163Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: CLOSEnf Type: KATELLACross Street: Not reportedAbate Method: Not reportedQty Leaked: DieselSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083003182TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 1984 ft. Site 2 of 2 in cluster F 0.376 mi. Relative: Lower Actual: 140 ft. 1/4-1/2 ANAHEIM, CA 92802 SSE 1680 CLEMENTINE ST N/A F18 LUSTANAHEIM FIRE STATION #3, FRMER S103943459 TC4999128.2s Page 40 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: UNKStaff Initials: NOMStaff: *MTBE Class: MTBE Detected. Site tested for MTBE & MTBE detectedMTBE Tested: 0MTBE Fuel: .4Max MTBE Soil: 1MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9099298Longitude: 33.805895Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: =Soil Qualifies: Not reportedGW Qualifies: 6/29/1998Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: ANAHEIM FIRE STATION #3, FRMER (Continued) S103943459 Not reportedSite History: Xylene, Waste Oil / Motor / Hydraulic / Lubricating, * SolventsPotential Contaminants of Concern: SoilPotential Media Affect: Local AgencyFile Location: 90UT001LOC Case Number: 083000975TRB Case Number: ORANGE COUNTY LOPLocal Agency: AMCase Worker: ORANGE COUNTY LOPLead Agency: 09/05/1990Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.9198256Longitude: 33.8526598Latitude: T0605900774Global Id: STATERegion: LUST: HIST CORTESE HAZNET EMI ECHO FINDS RCRA NonGen / NLR 2185 ft.CA FID UST 0.414 mi.HIST UST Relative: Higher Actual: 151 ft. 1/4-1/2 SWEEPS USTANAHEIM, CA 92805 NE HAULERS1300 S ANAHEIM BLVD CAD981376791 19 LUSTHARDIN OLDSMOBILE & HONDA, INC 1000189292 TC4999128.2s Page 41 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SoilPotential Media Affect: Local AgencyFile Location: 88UT073LOC Case Number: Not reportedRB Case Number: ORANGE COUNTY LOPLocal Agency: AMCase Worker: ORANGE COUNTY LOPLead Agency: 08/04/1988Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.906633Longitude: 33.816198Latitude: T0605916963Global Id: STATERegion: Leak ReportedAction: 12/04/1989Date: OtherAction Type: T0605900774Global Id: Leak DiscoveryAction: 12/04/1989Date: OtherAction Type: T0605900774Global Id: Regulatory Activities: 12/04/1989Status Date: Open - Case Begin DateStatus: T0605900774Global Id: 09/05/1990Status Date: Completed - Case ClosedStatus: T0605900774Global Id: Status History: Not reportedPhone Number: phannon@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: PATRICIA HANNONContact Name: Regional Board CaseworkerContact Type: T0605900774Global Id: 7144336011Phone Number: amartinez@ochca.comEmail: SANTA ANACity: 1241 E. DYER ROAD SUITE 120Address: ORANGE COUNTY LOPOrganization Name: ANTHONY MARTINEZContact Name: Local Agency CaseworkerContact Type: T0605900774Global Id: Contact: Click here to access the California GeoTracker records for this facility: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC4999128.2s Page 42 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAbate Method: 0Qty Leaked: 106423,12035Substance: Soil onlyCase Type: 90UT001Local Case Num: 083000975TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: Leak DiscoveryAction: 03/24/1988Date: OtherAction Type: T0605916963Global Id: Leak ReportedAction: 03/24/1988Date: OtherAction Type: T0605916963Global Id: Regulatory Activities: 03/24/1988Status Date: Open - Case Begin DateStatus: T0605916963Global Id: 08/04/1988Status Date: Completed - Case ClosedStatus: T0605916963Global Id: Status History: Not reportedPhone Number: phannon@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: PATRICIA HANNONContact Name: Regional Board CaseworkerContact Type: T0605916963Global Id: 7144336011Phone Number: amartinez@ochca.comEmail: SANTA ANACity: 1241 E. DYER ROAD SUITE 120Address: ORANGE COUNTY LOPOrganization Name: ANTHONY MARTINEZContact Name: Local Agency CaseworkerContact Type: T0605916963Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: Waste Oil / Motor / Hydraulic / LubricatingPotential Contaminants of Concern: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC4999128.2s Page 43 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedAbate Method: 0Qty Leaked: Waste OilSubstance: Soil onlyCase Type: 88UT073Local Case Num: Not reportedCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: MUNBeneficial: Not reportedHydr Basin #: 30000LLocal Agency: Local AgencyLead Agency: WJStaff Initials: PAHStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9071159Longitude: 33.8158448Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: Not reportedEnter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 9/5/1990Close Date: Not reportedEnforcement Date: 12/4/1989Discover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: Not reportedEnter Date: 9/9/9999How Stopped Date: T0605900774Global ID: UnknownLeak Source: UnknownLeak Cause: Close TankHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC4999128.2s Page 44 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OrangeMailing County: 92805-6205Mailing Zip: CAMailing State: AnaheimMailing City: 1300 S Anaheim BlvdMailing Address: Max HernandezContact Person: Not reportedBusiness Email Address: (714) 476-5502Facility Phone: 1768534Facility ID: HAULERS: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: MUNBeneficial: Not reportedHydr Basin #: 30000LLocal Agency: Local AgencyLead Agency: WJStaff Initials: PAHStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: Not reportedLongitude: Not reportedLatitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: Not reportedEnter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 8/4/1988Close Date: Not reportedEnforcement Date: 3/24/1988Discover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: Not reportedEnter Date: 9/9/9999How Stopped Date: T0605916963Global ID: UnknownLeak Source: UnknownLeak Cause: Close TankHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC4999128.2s Page 45 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation HIST UST: Not reportedNumber Of Tanks: WASTE OILContent: WASTESTG: UNKNOWNTank Use: Not reportedActive Date: 500Capacity: Not reportedTank Status: 30-011-001929-000015SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 1929Comp Number: Not reportedStatus: 2Number Of Tanks: OTHERContent: WASTESTG: UNKNOWNTank Use: Not reportedActive Date: 500Capacity: Not reportedTank Status: 30-011-001929-000001SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: Not reportedBoard Of Equalization: Not reportedNumber: 1929Comp Number: Not reportedStatus: 1Number Of Tanks: REG UNLEADEDContent: WSTG: M.V. FUELTank Use: Not reportedActive Date: 2000Capacity: ATank Status: 30-011-001929-000019SWRCB Tank Id: 1411Owner Tank Id: 12-31-88Created Date: 02-11-92Action Date: 02-11-92Referral Date: Not reportedBoard Of Equalization: 9Number: 1929Comp Number: ActiveStatus: SWEEPS UST: No Permit record for this business.Waste Tire Permit Summary: (714) 476-5502Mailing Phone: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC4999128.2s Page 46 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30001944Facility ID: CA FID UST: Click here for Geo Tracker PDF: Not reportedLeak Detection: 12Container Construction Thickness: Not reportedType of Fuel: WASTETank Used for: 00000500Tank Capacity: 1983Year Installed: 4Container Num: 004Tank Num: Not reportedLeak Detection: 12Container Construction Thickness: WASTE OILType of Fuel: WASTETank Used for: 00000150Tank Capacity: 1964Year Installed: 3Container Num: 003Tank Num: NoneLeak Detection: 12Container Construction Thickness: Not reportedType of Fuel: WASTETank Used for: 00000500Tank Capacity: 1982Year Installed: 2Container Num: 002Tank Num: VisualLeak Detection: 3/16Container Construction Thickness: UNLEADEDType of Fuel: PRODUCTTank Used for: 00002500Tank Capacity: 1964Year Installed: 1Container Num: 001Tank Num: 0004Total Tanks: ANAHEIM, CA 92805Owner City,St,Zip: 1300 S. ANAHEIM BLVD.Owner Address: HARDIN OLDSMOBILEOwner Name: 7146352020Telephone: STUART HEISLERContact Name: NEW CAR DEALEROther Type: OtherFacility Type: 00000019377Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002E9B7.pdfURL: 0002E9B7File Number: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC4999128.2s Page 47 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: NOT REQUIREDOwner/operator name: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (415) 555-1212Owner/operator telephone: Not reportedOwner/operator country: NOT REQUIRED, ME 99999 NOT REQUIREDOwner/operator address: VICTOR K HARDINOwner/operator name: Owner/Operator Summary: Handler: Non-Generators do not presently generate hazardous wasteDescription: Non-GeneratorClassification: Other land typeLand type: 09EPA Region: Not reportedContact email: (714) 635-2020Contact telephone: USContact country: ANAHEIM, CA 92806 1321 AUTO CENTER DRContact address: WALTER CADMANContact: CAD981376791EPA ID: ANAHEIM, CA 92805 1300 S ANAHEIM BLVDFacility address: HARDIN OLDSMOBILE & HONDA, INCFacility name: 09/28/2000Date form received by agency: RCRA NonGen / NLR: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92805Mailing City,St,Zip: Not reportedMailing Address 2: 1300 S ANAHEIMMailing Address: Not reportedMail To: 7146352020Facility Phone: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC4999128.2s Page 48 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: http://echo.epa.gov/detailed-facility-report?fid=110009534799DFR URL: 110009534799Registry ID: 1000189292Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access STATE MASTER corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource AIR EMISSIONS CLASSIFICATION UNKNOWN Environmental Interest/Information System 110009534799Registry ID: FINDS: State Contractor/GranteeEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 07/07/1994Evaluation date: Evaluation Action Summary: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC4999128.2s Page 49 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 6Reactive Organic Gases Tons/Yr: 7Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 1995Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 6Reactive Organic Gases Tons/Yr: 7Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 1993Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 2Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5510SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 1990Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 5Reactive Organic Gases Tons/Yr: 5Total Organic Hydrocarbon Gases Tons/Yr: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC4999128.2s Page 50 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 22474Facility ID: SCAir Basin: 30County Code: 1999Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 1Reactive Organic Gases Tons/Yr: 3Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 1998Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 4Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 1997Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 3Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 1996Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC4999128.2s Page 51 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedGen County: ANAHEIM, CA 928050000Mailing City,St,Zip: 1321 AUTO CENTER DRMailing Address: Not reportedMailing Name: 7146352020Telephone: JAMIE TRUJILLO SERVICE MANAGERContact: CAD981376791GEPAID: 2004Year: 1000189292envid: HAZNET: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 4Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 2001Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 4Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: 22474Facility ID: SCAir Basin: 30County Code: 2000Year: 0Part. Matter 10 Micrometers and Smllr Tons/Yr: 0Particulate Matter Tons/Yr: 0SOX - Oxides of Sulphur Tons/Yr: 0NOX - Oxides of Nitrogen Tons/Yr: 0Carbon Monoxide Emissions Tons/Yr: 2Reactive Organic Gases Tons/Yr: 4Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 5511SIC Code: SCAir District Name: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC4999128.2s Page 52 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Other organic solidsWaste Category: Not reportedTSD County: IND000646943TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928050000Mailing City,St,Zip: 1321 AUTO CENTER DRMailing Address: Not reportedMailing Name: 7146352020Telephone: JAMIE TRUJILLO SERVICE MANAGERContact: CAD981376791GEPAID: 2003Year: 1000189292envid: OrangeFacility County: Not reportedMethod Decode: Not reportedCat Decode: 0.01Tons: Disposal, OtherDisposal Method: Other organic solidsWaste Category: Not reportedTSD County: CAD980884183TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928050000Mailing City,St,Zip: 1321 AUTO CENTER DRMailing Address: Not reportedMailing Name: 7146352020Telephone: JAMIE TRUJILLO SERVICE MANAGERContact: CAD981376791GEPAID: 2003Year: 1000189292envid: OrangeFacility County: Not reportedMethod Decode: Not reportedCat Decode: 0.1Tons: Disposal, OtherDisposal Method: Other organic solidsWaste Category: Not reportedTSD County: CAD044429835TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928050000Mailing City,St,Zip: 1321 AUTO CENTER DRMailing Address: Not reportedMailing Name: 7146352020Telephone: JAMIE TRUJILLO SERVICE MANAGERContact: CAD981376791GEPAID: 2004Year: 1000189292envid: OrangeFacility County: Not reportedMethod Decode: Not reportedCat Decode: 0.07Tons: Not reportedDisposal Method: Other organic solidsWaste Category: Not reportedTSD County: CAD980884183TSD EPA ID: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 TC4999128.2s Page 53 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083000975TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: 28 additional CA_HAZNET: record(s) in the EDR Site Report. Click this hyperlink while viewing on your computer to access OrangeFacility County: Not reportedMethod Decode: Not reportedCat Decode: 0.18Tons: Treatment, IncinerationDisposal Method: Other organic solidsWaste Category: Not reportedTSD County: UTD981552177TSD EPA ID: Not reportedGen County: ANAHEIM, CA 928050000Mailing City,St,Zip: 1321 AUTO CENTER DRMailing Address: Not reportedMailing Name: 7146352020Telephone: JAMIE TRUJILLO SERVICE MANAGERContact: CAD981376791GEPAID: 2002Year: 1000189292envid: OrangeFacility County: Not reportedMethod Decode: Not reportedCat Decode: 0.15Tons: RecyclerDisposal Method: HARDIN OLDSMOBILE & HONDA, INC (Continued) 1000189292 Not reportedSite History: GasolinePotential Contaminants of Concern: Other Groundwater (uses other than drinking water)Potential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083003568TRB Case Number: ANAHEIM CITYLocal Agency: RMCase Worker: ANAHEIM CITYLead Agency: 10/21/2010Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.9299974Longitude: 33.8033549Latitude: T0605902330Global Id: STATERegion: LUST: 2270 ft. Site 1 of 6 in cluster G 0.430 mi. Relative: Lower Actual: 141 ft. 1/4-1/2 NPDESANAHEIM, CA 92802 West Orange Co. Industrial Site1313 S HARBOR BLVD N/A G20 LUSTDISNEYLAND, FUEL STATION S103950105 TC4999128.2s Page 54 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Open - RemediationStatus: T0605902330Global Id: 02/05/2003Status Date: Open - RemediationStatus: T0605902330Global Id: 11/06/2002Status Date: Open - RemediationStatus: T0605902330Global Id: 05/16/2002Status Date: Open - RemediationStatus: T0605902330Global Id: 07/03/2001Status Date: Open - RemediationStatus: T0605902330Global Id: 03/03/2000Status Date: Open - RemediationStatus: T0605902330Global Id: 10/21/1999Status Date: Open - Case Begin DateStatus: T0605902330Global Id: 03/27/2009Status Date: Open - Assessment & Interim Remedial ActionStatus: T0605902330Global Id: 10/21/2010Status Date: Completed - Case ClosedStatus: T0605902330Global Id: Status History: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITYOrganization Name: RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605902330Global Id: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605902330Global Id: Contact: Click here to access the California GeoTracker records for this facility: DISNEYLAND, FUEL STATION (Continued) S103950105 TC4999128.2s Page 55 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 02/01/2006Status Date: Open - RemediationStatus: T0605902330Global Id: 11/02/2005Status Date: Open - RemediationStatus: T0605902330Global Id: 08/29/2005Status Date: Open - RemediationStatus: T0605902330Global Id: 07/01/2005Status Date: Open - RemediationStatus: T0605902330Global Id: 06/28/2005Status Date: Open - RemediationStatus: T0605902330Global Id: 03/10/2005Status Date: Open - RemediationStatus: T0605902330Global Id: 11/29/2004Status Date: Open - RemediationStatus: T0605902330Global Id: 10/18/2004Status Date: Open - RemediationStatus: T0605902330Global Id: 09/21/2004Status Date: Open - RemediationStatus: T0605902330Global Id: 08/23/2004Status Date: Open - RemediationStatus: T0605902330Global Id: 01/15/2004Status Date: Open - RemediationStatus: T0605902330Global Id: 12/04/2003Status Date: Open - RemediationStatus: T0605902330Global Id: 09/24/2003Status Date: Open - RemediationStatus: T0605902330Global Id: 09/03/2003Status Date: Open - RemediationStatus: T0605902330Global Id: 04/08/2003Status Date: DISNEYLAND, FUEL STATION (Continued) S103950105 TC4999128.2s Page 56 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Staff LetterAction: 04/14/2010Date: ENFORCEMENTAction Type: T0605902330Global Id: Letter - NoticeAction: 03/27/2009Date: ENFORCEMENTAction Type: T0605902330Global Id: File Review - ClosureAction: 10/21/2010Date: ENFORCEMENTAction Type: T0605902330Global Id: Staff LetterAction: 10/13/2009Date: ENFORCEMENTAction Type: T0605902330Global Id: Closure/No Further Action LetterAction: 10/21/2010Date: ENFORCEMENTAction Type: T0605902330Global Id: Regulatory Activities: 06/13/2000Status Date: Open - Site AssessmentStatus: T0605902330Global Id: 10/21/1999Status Date: Open - Site AssessmentStatus: T0605902330Global Id: 06/03/2008Status Date: Open - RemediationStatus: T0605902330Global Id: 11/09/2007Status Date: Open - RemediationStatus: T0605902330Global Id: 05/07/2007Status Date: Open - RemediationStatus: T0605902330Global Id: 02/02/2007Status Date: Open - RemediationStatus: T0605902330Global Id: 11/01/2006Status Date: Open - RemediationStatus: T0605902330Global Id: 05/17/2006Status Date: Open - RemediationStatus: T0605902330Global Id: DISNEYLAND, FUEL STATION (Continued) S103950105 TC4999128.2s Page 57 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITYOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605901936Global Id: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605901936Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: DieselPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083002812TRB Case Number: ANAHEIM CITYLocal Agency: ROWCase Worker: ANAHEIM CITYLead Agency: 02/23/2000Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.918985Longitude: 33.80907Latitude: T0605901936Global Id: STATERegion: In Situ Physical/Chemical Treatment (other than SVE)Action: 05/04/2005Date: REMEDIATIONAction Type: T0605902330Global Id: Leak ReportedAction: 10/21/1999Date: OtherAction Type: T0605902330Global Id: Leak DiscoveryAction: 10/21/1999Date: OtherAction Type: T0605902330Global Id: Well Destruction ReportAction: 07/16/2010Date: RESPONSEAction Type: T0605902330Global Id: DISNEYLAND, FUEL STATION (Continued) S103950105 TC4999128.2s Page 58 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SoilPotential Media Affect: Not reportedFile Location: 083000903TLOC Case Number: 083000903TRB Case Number: ANAHEIM CITYLocal Agency: ROWCase Worker: ANAHEIM CITYLead Agency: 11/10/1994Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.918985Longitude: 33.80907Latitude: T0605900717Global Id: STATERegion: Leak ReportedAction: 03/21/1996Date: OtherAction Type: T0605901936Global Id: Closure/No Further Action LetterAction: 02/23/2000Date: ENFORCEMENTAction Type: T0605901936Global Id: Leak DiscoveryAction: 03/04/1996Date: OtherAction Type: T0605901936Global Id: Regulatory Activities: 08/09/1999Status Date: Open - Verification MonitoringStatus: T0605901936Global Id: 03/21/1996Status Date: Open - Site AssessmentStatus: T0605901936Global Id: 06/15/1998Status Date: Open - RemediationStatus: T0605901936Global Id: 10/08/1997Status Date: Open - RemediationStatus: T0605901936Global Id: 03/04/1996Status Date: Open - Case Begin DateStatus: T0605901936Global Id: 02/23/2000Status Date: Completed - Case ClosedStatus: T0605901936Global Id: Status History: DISNEYLAND, FUEL STATION (Continued) S103950105 TC4999128.2s Page 59 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Leak StoppedAction: 07/07/1988Date: OtherAction Type: T0605900717Global Id: Leak ReportedAction: 09/20/1994Date: OtherAction Type: T0605900717Global Id: Closure/No Further Action LetterAction: 11/10/1994Date: ENFORCEMENTAction Type: T0605900717Global Id: Leak DiscoveryAction: 07/07/1988Date: OtherAction Type: T0605900717Global Id: Regulatory Activities: 06/01/1988Status Date: Open - Site AssessmentStatus: T0605900717Global Id: 06/01/1988Status Date: Open - Case Begin DateStatus: T0605900717Global Id: 11/10/1994Status Date: Completed - Case ClosedStatus: T0605900717Global Id: Status History: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITYOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605900717Global Id: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605900717Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: Waste Oil / Motor / Hydraulic / LubricatingPotential Contaminants of Concern: DISNEYLAND, FUEL STATION (Continued) S103950105 TC4999128.2s Page 60 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Leak DiscoveryAction: 08/03/1995Date: OtherAction Type: T0605901880Global Id: Regulatory Activities: 08/09/1995Status Date: Open - Site AssessmentStatus: T0605901880Global Id: 08/03/1995Status Date: Open - Case Begin DateStatus: T0605901880Global Id: 10/24/1996Status Date: Completed - Case ClosedStatus: T0605901880Global Id: Status History: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: ANAHEIM CITYOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605901880Global Id: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605901880Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: DieselPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083002708TRB Case Number: ANAHEIM CITYLocal Agency: ROWCase Worker: ANAHEIM CITYLead Agency: 10/24/1996Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.918985Longitude: 33.80907Latitude: T0605901880Global Id: STATERegion: DISNEYLAND, FUEL STATION (Continued) S103950105 TC4999128.2s Page 61 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation AcresPLACE SIZE UNIT: 13PLACE SIZE: 8/8/2012STATUS DATE: TerminatedSTATUS CODE NAME: 4/14/2009PROCESSED DATE: 4/10/2009RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: 7/19/2012Termination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 8 30C355097WDID: Not reportedPlace Id: ConstructionRegulatory Measure Type: Not reportedOrder No: 363811Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: NPDES: LEAD COMPOUNDSReleased Chemical: Closed pre 1994, file review required to determine closure typeClosure Type: CLOSED 8/14/1991Current Status: RO0000185Record ID: 89IC011Case ID: WASTE (OR SLOP) OILReleased Chemical: Closed pre 1994, file review required to determine closure typeClosure Type: CLOSED 10/22/1991Current Status: RO0000236Record ID: 89IC007Case ID: WASTE (OR SLOP) OILReleased Chemical: Closed pre 1994, file review required to determine closure typeClosure Type: CLOSED 9/14/1990Current Status: RO0000152Record ID: 88IC068Case ID: Orange Co. Industrial Site: Leak ReportedAction: 08/09/1995Date: OtherAction Type: T0605901880Global Id: Closure/No Further Action LetterAction: 10/24/1996Date: ENFORCEMENTAction Type: T0605901880Global Id: DISNEYLAND, FUEL STATION (Continued) S103950105 TC4999128.2s Page 62 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: 01-JUN-10CERTIFICATION DATE: Not reportedCERTIFIER TITLE: Janina JarvisCERTIFIER NAME: Anaheim Barber Channel Pacific OceanRECEIVING WATER NAME: NDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: YCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: 619-571-3301EMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Gregory ZinbergDEVELOPER CONTACT NAME: 92626DEVELOPER ZIP: CaliforniaDEVELOPER STATE: Costa MesaDEVELOPER CITY: 575 Anton Blvd Ste 100DEVELOPER ADDRESS: Clark Construction Group CA LPDEVELOPER NAME: Private BusinessOPERATOR TYPE: vanity.freeman@clarkconstruction.comOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-765-5842OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Vanity FreemanOPERATOR CONTACT NAME: 92803OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: 1313 Harbor BlvdOPERATOR ADDRESS: Walt Disney Parks and Resorts US IncOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 619-571-3301FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Steve JacquezFACILITY CONTACT NAME: DISNEYLAND, FUEL STATION (Continued) S103950105 TC4999128.2s Page 63 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 71003465Alias Name: EPA Identification NumberAlias Type: CAR000018770Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: 0Longitude: 0Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: Not reportedSenate: Not reportedAssembly: Cleanup CypressDivision Branch: Not reportedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: Not reportedSite Code: Not reportedStatus Date: Inactive - Needs EvaluationStatus: 71003465Facility ID: ENVIROSTOR: 2270 ft. Site 2 of 6 in cluster G 0.430 mi. Relative: Lower Actual: 141 ft. 1/4-1/2 ANAHEIM, CA 92803 West 1313 S. HARBOR BOULEVARD, #1481 E-SERVICE AREA N/A G21 ENVIROSTORSPECTRUM PHOTOGRAPHIC & IMAGING S110494322 TC4999128.2s Page 64 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation T0605999311Global Id: 10/21/2001Status Date: Open - RemediationStatus: T0605999311Global Id: 09/21/2001Status Date: Open - Case Begin DateStatus: T0605999311Global Id: 03/05/2002Status Date: Completed - Case ClosedStatus: T0605999311Global Id: Status History: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITYOrganization Name: RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605999311Global Id: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605999311Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: DieselPotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: 083003819TLOC Case Number: 083003819TRB Case Number: ANAHEIM CITYLocal Agency: RMCase Worker: ANAHEIM CITYLead Agency: 03/05/2002Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.915541Longitude: 33.813894Latitude: T0605999311Global Id: STATERegion: LUST: 2270 ft. Site 3 of 6 in cluster G 0.430 mi. Relative: Lower Actual: 141 ft. 1/4-1/2 ANAHEIM, CA 92802 West 1313 W HARBOR BLVD. N/A G22 LUSTDISNEYLAND - ROUNDHOUSE S109284918 TC4999128.2s Page 65 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Leak DiscoveryAction: 09/21/2001Date: OtherAction Type: T0605999311Global Id: Leak StoppedAction: 09/21/2001Date: OtherAction Type: T0605999311Global Id: Clean Up Fund - Letter to RPAction: 03/05/2002Date: ENFORCEMENTAction Type: T0605999311Global Id: Leak ReportedAction: 10/16/2001Date: OtherAction Type: T0605999311Global Id: Regulatory Activities: 10/26/2001Status Date: Open - Verification MonitoringStatus: DISNEYLAND - ROUNDHOUSE (Continued) S109284918 during any calendar month; or generates more than 100 kg of any calendar month; or generates more than 1 kg of acutely hazardous waste Handler: generates 1,000 kg or more of hazardous waste during anyDescription: Large Quantity GeneratorClassification: PrivateLand type: 09EPA Region: DONNA.BAKER@DISNEY.COMContact email: (714) 756-1756Contact telephone: USContact country: ANAHEIM, CA 92803 PO BOX 3232, MC: TDA 224-CContact address: DONNA BAKERContact: ANAHEIM, CA 92803 PO BOX 3232, MC: TDA 224-CMailing address: CAD027828250EPA ID: ANAHEIM, CA 92802 1313 S HARBOR BLVDFacility address: DISNEYLAND RESORTFacility name: 05/20/2016Date form received by agency: RCRA-LQG: WDS NPDES HIST CORTESE HAZNET EMI CHMIRS 2270 ft.CA FID USTSite 4 of 6 in cluster G 0.430 mi.HIST UST Relative: Lower Actual: 141 ft. 1/4-1/2 SLICANAHEIM, CA 92802 West LUST1313 S HARBOR BLVD CAD027828250 G23 RCRA-LQGDISNEYLAND RESORT 1000314740 TC4999128.2s Page 66 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 181. Waste name: 181. Waste code: 141. Waste name: 141. Waste code: 122. Waste name: 122. Waste code: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: 04/30/1993Owner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (818) 560-1000Owner/operator telephone: USOwner/operator country: BURBANK, CA 91521 S BUENA VISTA STOwner/operator address: WALT DISNEY PARKS AND RESORTS INCOwner/operator name: Not reportedOwner/Op end date: 04/30/1993Owner/Op start date: OperatorOwner/Operator Type: PrivateLegal status: Not reportedOwner/operator telephone: Not reportedOwner/operator country: Not reported Not reportedOwner/operator address: WALT DISNEY PARKS AND RESORTS, US, INCOwner/operator name: Owner/Operator Summary: 100 kg of that material at any time hazardous waste during any calendar month, and accumulates more than from the cleanup of a spill, into or on any land or water, of acutely of any residue or contaminated soil, waste or other debris resulting kg of acutely hazardous waste at any time; or generates 100 kg or less hazardous waste during any calendar month, and accumulates more than 1 waste during any calendar month; or generates 1 kg or less of acutely cleanup of a spill, into or on any land or water, of acutely hazardous residue or contaminated soil, waste or other debris resulting from the DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 67 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation BENZENE. Waste name: D018. Waste code: SILVER. Waste name: D011. Waste code: MERCURY. Waste name: D009. Waste code: LEAD. Waste name: D008. Waste code: CHROMIUM. Waste name: D007. Waste code: CADMIUM. Waste name: D006. Waste code: BARIUM. Waste name: D005. Waste code: REACTIVE WASTE. Waste name: D003. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: 791. Waste name: 791. Waste code: 352. Waste name: 352. Waste code: 343. Waste name: 343. Waste code: 331. Waste name: 331. Waste code: 311. Waste name: 311. Waste code: 252. Waste name: 252. Waste code: 223. Waste name: 223. Waste code: 214. Waste name: 214. Waste code: 212. Waste name: 212. Waste code: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 68 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation P042. Waste code: SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% (OR) WARFARIN, & 2H-1-BENZOPYRAN-2-ONE, 4-HYDROXY-3-(3-OXO-1-PHENYLBUTYL)-, & SALTS,. Waste name: P001. Waste code: THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name: F005. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: SPENT SOLVENT MIXTURES. F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,. Waste name: F002. Waste code: SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING 1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE, THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:. Waste name: F001. Waste code: TRICHLORETHYLENE. Waste name: D040. Waste code: TETRACHLOROETHYLENE. Waste name: D039. Waste code: METHYL ETHYL KETONE. Waste name: D035. Waste code: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 69 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation TRICHLORETHYLENE. Waste name: D040. Waste code: TETRACHLOROETHYLENE. Waste name: D039. Waste code: METHYL ETHYL KETONE. Waste name: D035. Waste code: BENZENE. Waste name: D018. Waste code: MERCURY. Waste name: D009. Waste code: LEAD. Waste name: D008. Waste code: CHROMIUM. Waste name: D007. Waste code: CADMIUM. Waste name: D006. Waste code: BARIUM. Waste name: D005. Waste code: ARSENIC. Waste name: D004. Waste code: REACTIVE WASTE. Waste name: D003. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: Large Quantity GeneratorClassification: DISNEYLAND RESORTSite name: 03/01/2014Date form received by agency: Historical Generators: BENZENE, DIMETHYL- (I,T) (OR) XYLENE (I). Waste name: U239. Waste code: METHYLTHIOURACIL 4(1H)-PYRIMIDINONE, 2,3-DIHYDRO-6-METHYL-2-THIOXO- (OR). Waste name: U164. Waste code: 2-PROPANONE (I) (OR) ACETONE (I). Waste name: U002. Waste code: EPINEPHRINE 1,2-BENZENEDIOL, 4-[1-HYDROXY-2-(METHYLAMINO)ETHYL]-, (R)- (OR). Waste name: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 70 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 123. Waste code: Large Quantity GeneratorClassification: DISNEYLAND RESORTSite name: 03/14/2012Date form received by agency: FURAN, TETRAHYDRO-(I) (OR) TETRAHYDROFURAN (I). Waste name: U213. Waste code: 2-BUTANONE, PEROXIDE (R,T) (OR) METHYL ETHYL KETONE PEROXIDE (R,T). Waste name: U160. Waste code: SALTS NICOTINE, & SALTS (OR) PYRIDINE, 3-(1-METHYL-2-PYRROLIDINYL)-,(S)-, &. Waste name: P075. Waste code: THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name: F005. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: SPENT SOLVENT MIXTURES. F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,. Waste name: F002. Waste code: SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING 1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE, THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:. Waste name: F001. Waste code: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 71 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation D001. Waste code: 791. Waste name: 791. Waste code: 725. Waste name: 725. Waste code: 551. Waste name: 551. Waste code: 461. Waste name: 461. Waste code: 352. Waste name: 352. Waste code: 343. Waste name: 343. Waste code: 331. Waste name: 331. Waste code: 311. Waste name: 311. Waste code: 252. Waste name: 252. Waste code: 223. Waste name: 223. Waste code: 221. Waste name: 221. Waste code: 214. Waste name: 214. Waste code: 212. Waste name: 212. Waste code: 181. Waste name: 181. Waste code: 151. Waste name: 151. Waste code: 141. Waste name: 141. Waste code: 135. Waste name: 135. Waste code: 134. Waste name: 134. Waste code: 123. Waste name: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 72 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,. Waste name: F002. Waste code: SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING 1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE, THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:. Waste name: F001. Waste code: TRICHLORETHYLENE. Waste name: D040. Waste code: TETRACHLOROETHYLENE. Waste name: D039. Waste code: METHYL ETHYL KETONE. Waste name: D035. Waste code: BENZENE. Waste name: D018. Waste code: MERCURY. Waste name: D009. Waste code: LEAD. Waste name: D008. Waste code: CHROMIUM. Waste name: D007. Waste code: CADMIUM. Waste name: D006. Waste code: BARIUM. Waste name: D005. Waste code: ARSENIC. Waste name: D004. Waste code: REACTIVE WASTE. Waste name: D003. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 73 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation IGNITABLE WASTE. Waste name: D001. Waste code: 461. Waste name: 461. Waste code: 343. Waste name: 343. Waste code: 252. Waste name: 252. Waste code: 221. Waste name: 221. Waste code: 214. Waste name: 214. Waste code: 212. Waste name: 212. Waste code: 151. Waste name: 151. Waste code: 134. Waste name: 134. Waste code: Large Quantity GeneratorClassification: DISNEYLAND RESORTSite name: 06/03/2010Date form received by agency: EPINEPHRINE 1,2-BENZENEDIOL, 4-[1-HYDROXY-2-(METHYLAMINO)ETHYL]-, (R)- (OR). Waste name: P042. Waste code: THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name: F005. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: SPENT SOLVENT MIXTURES. DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 74 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name: F005. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: SPENT SOLVENT MIXTURES. F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,. Waste name: F002. Waste code: TRICHLORETHYLENE. Waste name: D040. Waste code: TETRACHLOROETHYLENE. Waste name: D039. Waste code: METHYL ETHYL KETONE. Waste name: D035. Waste code: BENZENE. Waste name: D018. Waste code: SILVER. Waste name: D011. Waste code: LEAD. Waste name: D008. Waste code: CHROMIUM. Waste name: D007. Waste code: CADMIUM. Waste name: D006. Waste code: BARIUM. Waste name: D005. Waste code: REACTIVE WASTE. Waste name: D003. Waste code: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 75 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,. Waste name: F002. Waste code: TRICHLORETHYLENE. Waste name: D040. Waste code: TETRACHLOROETHYLENE. Waste name: D039. Waste code: PYRIDINE. Waste name: D038. Waste code: METHYL ETHYL KETONE. Waste name: D035. Waste code: BENZENE. Waste name: D018. Waste code: LEAD. Waste name: D008. Waste code: CHROMIUM. Waste name: D007. Waste code: CADMIUM. Waste name: D006. Waste code: REACTIVE WASTE. Waste name: D003. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: Large Quantity GeneratorClassification: DISNEYLANDSite name: 02/27/2008Date form received by agency: 5ALPHA, 6BETA)- (OR) LINDANE CYCLOHEXANE, 1,2,3,4,5,6-HEXACHLORO-, (1ALPHA, 2ALPHA, 3BETA, 4ALPHA,. Waste name: U129. Waste code: METHANE, DICHLORO- (OR) METHYLENE CHLORIDE. Waste name: U080. Waste code: EPINEPHRINE 1,2-BENZENEDIOL, 4-[1-HYDROXY-2-(METHYLAMINO)ETHYL]-, (R)- (OR). Waste name: P042. Waste code: THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 76 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation D003. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: 551. Waste name: 551. Waste code: 461. Waste name: 461. Waste code: 221. Waste name: 221. Waste code: 214. Waste name: 214. Waste code: 181. Waste name: 181. Waste code: 134. Waste name: 134. Waste code: Large Quantity GeneratorClassification: DISNEYLANDSite name: 02/22/2006Date form received by agency: THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name: F005. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: SPENT SOLVENT MIXTURES. F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 77 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name: F005. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: F003. Waste code: SPENT SOLVENT MIXTURES. F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,. Waste name: F002. Waste code: TRICHLORETHYLENE. Waste name: D040. Waste code: TETRACHLOROETHYLENE. Waste name: D039. Waste code: PYRIDINE. Waste name: D038. Waste code: METHYL ETHYL KETONE. Waste name: D035. Waste code: BENZENE. Waste name: D018. Waste code: MERCURY. Waste name: D009. Waste code: LEAD. Waste name: D008. Waste code: CHROMIUM. Waste name: D007. Waste code: CADMIUM. Waste name: D006. Waste code: REACTIVE WASTE. Waste name: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 78 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation F003. Waste code: SPENT SOLVENT MIXTURES. F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,. Waste name: F002. Waste code: SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. IN F002, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING 1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED TETRACHLOROETHYLENE, TRICHLORETHYLENE, METHYLENE CHLORIDE, THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:. Waste name: F001. Waste code: TRICHLORETHYLENE. Waste name: D040. Waste code: TETRACHLOROETHYLENE. Waste name: D039. Waste code: METHYL ETHYL KETONE. Waste name: D035. Waste code: LEAD. Waste name: D008. Waste code: CHROMIUM. Waste name: D007. Waste code: CADMIUM. Waste name: D006. Waste code: REACTIVE WASTE. Waste name: D003. Waste code: CORROSIVE WASTE. Waste name: D002. Waste code: IGNITABLE WASTE. Waste name: D001. Waste code: Large Quantity GeneratorClassification: DISNEYLANDSite name: 03/01/2004Date form received by agency: THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 79 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation DISNEYLANDSite name: 08/01/1990Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: 02/20/1992Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: 04/25/1994Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: 02/20/1996Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: 09/01/1996Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: 04/28/1997Date form received by agency: Large Quantity GeneratorClassification: DISNEYLAND ATT. LARRY VICKSite name: 03/04/1999Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: 10/12/2000Date form received by agency: Large Quantity GeneratorClassification: DISNEYLANDSite name: 02/16/2002Date form received by agency: PHENOL. Waste name: U188. Waste code: THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: TOLUENE, METHYL ETHYL. Waste name: F005. Waste code: MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005; AND STILL SOLVENTS, AND A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED NONHALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NONHALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYL. Waste name: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 80 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 1011Amount (Lbs): MERCURYWaste name: D009Waste code: 63134Amount (Lbs): LEADWaste name: D008Waste code: 63134Amount (Lbs): CHROMIUMWaste name: D007Waste code: 58179Amount (Lbs): CADMIUMWaste name: D006Waste code: 2386Amount (Lbs): BARIUMWaste name: D005Waste code: 69Amount (Lbs): ARSENICWaste name: D004Waste code: 2455Amount (Lbs): OF SUCH WASTE WOULD BY WASTE GUNPOWDER. DETONATION OR EXPLOSION WHEN EXPOSED TO HEAT OR A FLAME. ONE EXAMPLE WHEN EXPOSED TO WATER OR CORROSIVE MATERIALS, OR IF IT IS CAPABLE OF NORMALLY UNSTABLE, REACTS VIOLENTLY WITH WATER, GENERATES TOXIC GASES A MATERIAL IS CONSIDERED TO BE A REACTIVE HAZARDOUS WASTE IF IT ISWaste name: D003Waste code: 2357Amount (Lbs): DISPOSED, THE WASTE WOULD BE A CORROSIVE HAZARDOUS WASTE. THESE CAUSTIC OR ACID SOLUTIONS BECOME CONTAMINATED AND MUST BE USED BY MANY INDUSTRIES TO CLEAN METAL PARTS PRIOR TO PAINTING. WHEN OR DEGREASE PARTS. HYDROCHLORIC ACID, A SOLUTION WITH A LOW PH, IS CAUSTIC SOLUTION WITH A HIGH PH, IS OFTEN USED BY INDUSTRIES TO CLEAN CONSIDERED TO BE A CORROSIVE HAZARDOUS WASTE. SODIUM HYDROXIDE, A A WASTE WHICH HAS A PH OF LESS THAN 2 OR GREATER THAN 12.5 ISWaste name: D002Waste code: 69272Amount (Lbs): WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OFWaste name: D001Waste code: Annual Waste Handled: Last Biennial Reporting Year: 2013 Biennial Reports: Large Quantity GeneratorClassification: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 81 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF 2-ETHOXYETHANOL, AND 2-NITROPROPANE; ALL SPENT SOLVENT MIXTURES/BLENDS KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, THE FOLLOWING SPENT NON-HALOGENATED SOLVENTS: TOLUENE, METHYL ETHYLWaste name: F005Waste code: 47518Amount (Lbs): MIXTURES. BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004, AND F005, AND STILL SOLVENTS, AND, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NON-HALOGENATED NON-HALOGENATED SOLVENTS; AND ALL SPENT SOLVENT MIXTURES/BLENDS MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT ALCOHOL, CYCLOHEXANONE, AND METHANOL; ALL SPENT SOLVENT ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL THE FOLLOWING SPENT NON-HALOGENATED SOLVENTS: XYLENE, ACETONE, ETHYLWaste name: F003Waste code: 40401Amount (Lbs): SPENT SOLVENT MIXTURES. F005, AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND OF THE ABOVE HALOGENATED SOLVENTS OR THOSE LISTED IN F001, F004, OR BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE 1,1,2-TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE,Waste name: F002Waste code: 220Amount (Lbs): SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. IN F002, F004, AND F005, AND STILL BOTTOMS FROM THE RECOVERY OF THESE ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF FLUOROCARBONS; ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING 1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE, AND CHLORINATED TETRACHLOROETHYLENE, TRICHLOROETHYLENE, METHYLENE CHLORIDE, THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING:Waste name: F001Waste code: 220Amount (Lbs): TRICHLOROETHYLENEWaste name: D040Waste code: 3541Amount (Lbs): TETRACHLOROETHYLENEWaste name: D039Waste code: 50014Amount (Lbs): METHYL ETHYL KETONEWaste name: D035Waste code: 6578Amount (Lbs): BENZENEWaste name: D018Waste code: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 82 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 11/16/2005Date achieved compliance: 10/19/2005Date violation determined: TSD IS-Container Use and ManagementArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: Not reported Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: Not reported Enforcement action date: Not reported Enforcement action: StateViolation lead agency: 03/02/2010Date achieved compliance: 02/04/2010Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: Not reported Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: Not reported Enforcement action date: Not reported Enforcement action: StateViolation lead agency: 02/10/2016Date achieved compliance: 02/10/2016Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: Not reported Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: Not reported Enforcement action date: Not reported Enforcement action: StateViolation lead agency: 02/11/2016Date achieved compliance: 02/10/2016Date violation determined: Generators - Pre-transportArea of violation: Not reportedRegulation violated: Facility Has Received Notices of Violations: 11Amount (Lbs): 1,2-BENZENEDIOL, 4-[1-HYDROXY-2-(METHYLAMINO)ETHYL]-, (R)-Waste name: P042Waste code: 79261Amount (Lbs): THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. LISTED IN F001, F002, OR F004; AND STILL BOTTOMS FROM THE RECOVERY OF ONE OR MORE OF THE ABOVE NON-HALOGENATED SOLVENTS OR THOSE SOLVENTS DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 83 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation EPAViolation lead agency: 09/29/1994Date achieved compliance: 02/26/1990Date violation determined: Generators - GeneralArea of violation: FR - 262.50-60Regulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: EPA Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 06/21/1990 Enforcement action date: INITIAL 3008(A) COMPLIANCE Enforcement action: EPAViolation lead agency: 09/29/1994Date achieved compliance: 02/26/1990Date violation determined: Generators - GeneralArea of violation: FR - 262.20-23.BRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: EPA Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 06/21/1990 Enforcement action date: INITIAL 3008(A) COMPLIANCE Enforcement action: EPAViolation lead agency: 09/29/1994Date achieved compliance: 02/26/1990Date violation determined: LDR - GeneralArea of violation: FR - 268.7Regulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: State Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 02/17/2004 Enforcement action date: WRITTEN INFORMAL Enforcement action: StateViolation lead agency: 02/17/2004Date achieved compliance: 02/17/2004Date violation determined: Generators - GeneralArea of violation: Not reportedRegulation violated: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: EPA Enforcement lead agency: 03/20/2006 Enf. disp. status date: Action Satisfied (Case Closed) Enf. disposition status: 03/20/2006 Enforcement action date: WRITTEN INFORMAL Enforcement action: EPAViolation lead agency: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 84 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation State Contractor/GranteeEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 09/29/1994Evaluation date: State Contractor/GranteeEvaluation lead agency: 02/17/2004Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 02/17/2004Evaluation date: EPAEvaluation lead agency: 11/16/2005Date achieved compliance: TSD IS-Container Use and ManagementArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 10/19/2005Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 03/13/2008Evaluation date: StateEvaluation lead agency: 03/02/2010Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 02/04/2010Evaluation date: StateEvaluation lead agency: Not reportedDate achieved compliance: Not reportedArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 01/10/2013Evaluation date: StateEvaluation lead agency: 02/10/2016Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 02/10/2016Evaluation date: StateEvaluation lead agency: 02/11/2016Date achieved compliance: Generators - Pre-transportArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 02/10/2016Evaluation date: Evaluation Action Summary: Not reported Paid penalty amount: Not reported Final penalty amount: Not reported Proposed penalty amount: EPA Enforcement lead agency: Not reported Enf. disp. status date: Not reported Enf. disposition status: 06/21/1990 Enforcement action date: INITIAL 3008(A) COMPLIANCE Enforcement action: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 85 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Notice of ResponsibilityAction: 10/10/2001Date: ENFORCEMENTAction Type: T060597891Global Id: Leak ReportedAction: 10/10/2001Date: OtherAction Type: T060597891Global Id: Regulatory Activities: 10/10/2001Status Date: Open - Site AssessmentStatus: T060597891Global Id: 10/10/2001Status Date: Open - Case Begin DateStatus: T060597891Global Id: 03/05/2002Status Date: Completed - Case ClosedStatus: T060597891Global Id: Status History: Click here to access the California GeoTracker records for this facility: Not reportedSite History: DieselPotential Contaminants of Concern: Not reportedPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083003829TRB Case Number: Not reportedLocal Agency: Not reportedCase Worker: ANAHEIM CITYLead Agency: 03/05/2002Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.918985Longitude: 33.80907Latitude: T060597891Global Id: STATERegion: LUST: EPAEvaluation lead agency: 09/29/1994Date achieved compliance: LDR - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 02/26/1990Evaluation date: EPAEvaluation lead agency: 09/29/1994Date achieved compliance: Generators - GeneralArea of violation: COMPLIANCE EVALUATION INSPECTION ON-SITEEvaluation: 02/26/1990Evaluation date: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 86 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: NOMStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9155792Longitude: 33.8149817Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 6/15/1988Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 11/10/1994Close Date: Not reportedEnforcement Date: 7/7/1988Discover Date: Not reportedDate Preliminary Assessment Began: 6/1/1988Date Confirmation of Leak Began: 6/15/1988Enter Date: 7/7/1988How Stopped Date: T0605900717Global ID: Other SourceLeak Source: SpillLeak Cause: Not reportedHow Stopped: Tank ClosureHow Discovered: State FundsFunding: Not reportedEnf Type: KATELLACross Street: approved site Excavate and Dispose - remove contaminated soil and dispose inAbate Method: Not reportedQty Leaked: Hydraulic OilSubstance: Soil onlyCase Type: 083000903TLocal Case Num: 083000903TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 87 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: NOMStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9155792Longitude: 33.8149817Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 9/20/1995Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 10/24/1996Close Date: Not reportedEnforcement Date: 8/3/1995Discover Date: Not reportedDate Preliminary Assessment Began: 8/9/1995Date Confirmation of Leak Began: 9/20/1995Enter Date: Not reportedHow Stopped Date: T0605901880Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: DieselSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083002708TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: TURBINE OIL TANKS @ MATTERHORN ABANDONED INSITU 7/19/92; SITE CAPPED 550 HYDRAULIC OIL TANK @ DUMBO WAS REMOVED 10/19/90 FOUR 250 GALLONSummary: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 88 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedLeak Detection: Not reportedContainer Construction Thickness: Not reportedType of Fuel: Not reportedTank Used for: Not reportedTank Capacity: Not reportedYear Installed: Not reportedContainer Num: Not reportedTank Num: Not reportedTotal Tanks: Not reportedOwner City,St,Zip: Not reportedOwner Address: Not reportedOwner Name: Not reportedTelephone: Not reportedContact Name: Not reportedOther Type: Not reportedFacility Type: Not reportedFacility ID: Not reportedRegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002E85F.pdfURL: 0002E85FFile Number: HIST UST: 798-J1Thomas Bros Code: A-13Location Code: Regional BoardLead Agency: SOLVENTSSubstance: XXXStaff: ClosedFacility Status: Soil and GroundwaterType: SLIC REG 8: Click here to access the California GeoTracker records for this facility: Not reportedSite History: Not reportedPotential Contaminants of Concern: Not reportedPotential Media Affected: Not reportedFile Location: SLT8R128RB Case Number: Not reportedLocal Agency: Not reportedCase Worker: Cleanup Program SiteCase Type: -117.914541Longitude: 33.815025Latitude: Not reportedLead Agency Case Number: SANTA ANA RWQCB (REGION 8)Lead Agency: SLT8R1284126Global Id: 08/28/1991Status Date: Completed - Case ClosedFacility Status: STATERegion: SLIC: Not reportedSummary: Not reportedWork Suspended: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 89 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedContainment: AFD and Internal Hazmat teamCleanup By: Merchant/BusinessSpill Site: Not reportedWaterway: NoWaterway Involved: Not reportedFacility Telephone: Not reportedReport Date: Not reportedReporting Officer Name/ID: Not reportedCompany Name: Not reportedCA DOT PUC/ICC Number: Not reportedVehicle Id Number: Not reportedVehicle State: Not reportedVehicle License Number: Not reportedVehicle Make/year: Not reportedOthers Number Of Fatalities: Not reportedOthers Number Of Injuries: Not reportedOthers Number Of Decontaminated: Not reportedResponding Agency Personel # Of Fatalities: Not reportedResponding Agency Personel # Of Injuries: Not reportedResp Agncy Personel # Of Decontaminated: Not reportedMore Than Two Substances Involved?: Not reportedProperty Management: Not reportedEstimated Temperature: Not reportedSurrounding Area: Not reportedTime Completed: Not reportedTime Notified: Not reportedAgency Incident Number: Not reportedAgency Id Number: Not reportedProperty Use: Not reportedDate Completed: Not reportedOES Time: Not reportedOES Date: 01/06/2016OES notification: 16-0116OES Incident Number: CHMIRS: ActiveStatus: Not reportedComments: Not reportedEPA ID: Not reportedNPDES Number: Not reportedDUNs Number: Not reportedContact Phone: Not reportedContact: ANAHEIM 92803Mailing City,St,Zip: Not reportedMailing Address 2: 500 S BUENA VISTA STMailing Address: Not reportedMail To: 7149994344Facility Phone: Not reportedSIC Code: Not reportedCortese Code: Not reportedRegulated ID: UTNKARegulated By: 30000064Facility ID: CA FID UST: Click here for Geo Tracker PDF: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 90 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedResponding Agency Personel # Of Injuries: Not reportedResp Agncy Personel # Of Decontaminated: Not reportedMore Than Two Substances Involved?: Not reportedProperty Management: Not reportedEstimated Temperature: Not reportedSurrounding Area: Not reportedTime Completed: Not reportedTime Notified: Not reportedAgency Incident Number: Not reportedAgency Id Number: Not reportedProperty Use: Not reportedDate Completed: Not reportedOES Time: Not reportedOES Date: 12/16/2005OES notification: 5-7240OES Incident Number: are No impacts to an release occurred due to equipment failure. There investigation done by Anaheim Fire department, the Nemo water treatment facility. After of hydrochloric acid was found on the ground at Caller States that a release of approx 5 gallonsDescription: Not reportedComments: NoFatals: UnknownInjuries: NoEvacs: No#3 Vessel >= 300 Tons: No#2 Vessel >= 300 Tons: No#1 Vessel >= 300 Tons: No#3 Pipeline: No#2 Pipeline: No#1 Pipeline: Not reportedNumber of Fatalities: 2Number of Injuries: Not reportedEvacuations: Not reportedSubstance #3: Not reportedSubstance #2: Not reportedUnknown: 5Quantity Released: Hydrochloric AcidSubstance: Not reportedE Date: Not reportedSite Type: YesContained: Not reportedAmount: Anaheim Fire DepartmentAdmin Agency: 01/06/2016Incident Date: DisneylandAgency: 2016Year: 1440Date/Time: Not reportedOther: Gal(s)Measure: CHEMICALType: Not reportedOther: Not reportedMeasure: Not reportedType: Not reportedWhat Happened: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 91 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation time. (less than 100-yards). The park was closed at the area was evacuated, unknown number of people transported to be checked, unknown status. Local chemicals inadvertently. Three employees were Released when a water treatment plumber mixed twoDescription: Not reportedComments: Not reportedFatals: Not reportedInjuries: Not reportedEvacs: Not reported#3 Vessel >= 300 Tons: Not reported#2 Vessel >= 300 Tons: Not reported#1 Vessel >= 300 Tons: Not reported#3 Pipeline: Not reported#2 Pipeline: Not reported#1 Pipeline: 0Number of Fatalities: 3Number of Injuries: 0Evacuations: Not reportedSubstance #3: Not reportedSubstance #2: 0Unknown: 1Pounds: 0.000000Gallons: chlorine gasSubstance: Not reportedE Date: OtherSite Type: YesContained: Not reportedAmount: Anaheim Fire DepartmentAdmin Agency: 12/16/200512:00:00 AMIncident Date: Disneyland Resort AnaheimAgency: 2005Year: Not reportedDate/Time: Not reportedOther: Not reportedMeasure: Not reportedType: Not reportedWhat Happened: Not reportedContainment: Fire Dept.Cleanup By: Not reportedSpill Site: Not reportedWaterway: Not reportedWaterway Involved: Not reportedFacility Telephone: Not reportedReport Date: Not reportedReporting Officer Name/ID: Not reportedCompany Name: Not reportedCA DOT PUC/ICC Number: Not reportedVehicle Id Number: Not reportedVehicle State: Not reportedVehicle License Number: Not reportedVehicle Make/year: Not reportedOthers Number Of Fatalities: Not reportedOthers Number Of Injuries: Not reportedOthers Number Of Decontaminated: Not reportedResponding Agency Personel # Of Fatalities: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 92 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 1995Year: 1Part. Matter 10 Micrometers and Smllr Tons/Yr: 1Particulate Matter Tons/Yr: 1SOX - Oxides of Sulphur Tons/Yr: 31NOX - Oxides of Nitrogen Tons/Yr: 191Carbon Monoxide Emissions Tons/Yr: 36Reactive Organic Gases Tons/Yr: 63Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 1993Year: 5Part. Matter 10 Micrometers and Smllr Tons/Yr: 5Particulate Matter Tons/Yr: 4SOX - Oxides of Sulphur Tons/Yr: 81NOX - Oxides of Nitrogen Tons/Yr: 221Carbon Monoxide Emissions Tons/Yr: 38Reactive Organic Gases Tons/Yr: 81Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 1990Year: 3Part. Matter 10 Micrometers and Smllr Tons/Yr: 3Particulate Matter Tons/Yr: 2SOX - Oxides of Sulphur Tons/Yr: 55NOX - Oxides of Nitrogen Tons/Yr: 201Carbon Monoxide Emissions Tons/Yr: 34Reactive Organic Gases Tons/Yr: 64Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 1987Year: EMI: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 93 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 24Reactive Organic Gases Tons/Yr: 44Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 1999Year: 2Part. Matter 10 Micrometers and Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 2SOX - Oxides of Sulphur Tons/Yr: 37NOX - Oxides of Nitrogen Tons/Yr: 196Carbon Monoxide Emissions Tons/Yr: 22Reactive Organic Gases Tons/Yr: 44Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 1998Year: 2Part. Matter 10 Micrometers and Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 2SOX - Oxides of Sulphur Tons/Yr: 37NOX - Oxides of Nitrogen Tons/Yr: 196Carbon Monoxide Emissions Tons/Yr: 24Reactive Organic Gases Tons/Yr: 44Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 1997Year: 1Part. Matter 10 Micrometers and Smllr Tons/Yr: 1Particulate Matter Tons/Yr: 1SOX - Oxides of Sulphur Tons/Yr: 31NOX - Oxides of Nitrogen Tons/Yr: 191Carbon Monoxide Emissions Tons/Yr: 36Reactive Organic Gases Tons/Yr: 63Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 94 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 19.368615091999999Part. Matter 10 Micrometers and Smllr Tons/Yr: 27.652010000000001Particulate Matter Tons/Yr: 0.33173000000000002SOX - Oxides of Sulphur Tons/Yr: 24.49896NOX - Oxides of Nitrogen Tons/Yr: 38.014620000000001Carbon Monoxide Emissions Tons/Yr: 5.9052100000000003Reactive Organic Gases Tons/Yr: 9.5327808284585895Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2010Year: 19.669770305989999Part. Matter 10 Micrometers and Smllr Tons/Yr: 27.926625300000001Particulate Matter Tons/Yr: 0.21267SOX - Oxides of Sulphur Tons/Yr: 20.342808000000002NOX - Oxides of Nitrogen Tons/Yr: 32.724609999999998Carbon Monoxide Emissions Tons/Yr: 5.1178679999999996Reactive Organic Gases Tons/Yr: 8.8410758142844603Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2009Year: 2Part. Matter 10 Micrometers and Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 2SOX - Oxides of Sulphur Tons/Yr: 37NOX - Oxides of Nitrogen Tons/Yr: 196Carbon Monoxide Emissions Tons/Yr: 24Reactive Organic Gases Tons/Yr: 44Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2000Year: 2Part. Matter 10 Micrometers and Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 2SOX - Oxides of Sulphur Tons/Yr: 37NOX - Oxides of Nitrogen Tons/Yr: 196Carbon Monoxide Emissions Tons/Yr: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 95 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation OrangeFacility County: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryMethod Decode: Off-specification, aged or surplus organicsCat Decode: 0.001Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Off-specification, aged or surplus organicsWaste Category: Los AngelesTSD County: CAD008364432TSD EPA ID: OrangeGen County: DEERFIELD, IL 600154620Mailing City,St,Zip: 200 WILMOT RD # 224Mailing Address: Not reportedMailing Name: 8473152602Telephone: ANDREW MARKSContact: CAL000410749GEPAID: 2015Year: 1000314740envid: OrangeFacility County: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryMethod Decode: Other organic solidsCat Decode: 0.0105Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Other organic solidsWaste Category: Los AngelesTSD County: CAD008364432TSD EPA ID: OrangeGen County: DEERFIELD, IL 600154620Mailing City,St,Zip: 200 WILMOT RD # 224Mailing Address: Not reportedMailing Name: 8473152602Telephone: ANDREW MARKSContact: CAL000410749GEPAID: 2015Year: 1000314740envid: HAZNET: 19.313029572Part. Matter 10 Micrometers and Smllr Tons/Yr: 27.69342Particulate Matter Tons/Yr: 0.27636SOX - Oxides of Sulphur Tons/Yr: 23.51931NOX - Oxides of Nitrogen Tons/Yr: 34.3244Carbon Monoxide Emissions Tons/Yr: 4.37238Reactive Organic Gases Tons/Yr: 7.3470253537Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2011Year: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 96 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedFACILITY CONTACT PHONE EXT: 714-624-6224FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Mark MattiasFACILITY CONTACT NAME: AcresPLACE SIZE UNIT: 8PLACE SIZE: 10/8/2012STATUS DATE: TerminatedSTATUS CODE NAME: 12/11/2008PROCESSED DATE: 12/8/2008RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: 8/31/2012Termination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 8 30C354173WDID: Not reportedPlace Id: ConstructionRegulatory Measure Type: Not reportedOrder No: 356768Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: NPDES: 083000903TReg Id: LINKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: OrangeFacility County: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryMethod Decode: Pharmaceutical wasteCat Decode: 0.0015Tons: (H010-H129) Or (H131-H135) Storage, Bulking, And/Or Transfer Off Site--No Treatment/ReoveryDisposal Method: Pharmaceutical wasteWaste Category: Los AngelesTSD County: CAD008364432TSD EPA ID: OrangeGen County: DEERFIELD, IL 600154620Mailing City,St,Zip: 200 WILMOT RD # 224Mailing Address: Not reportedMailing Name: 8473152602Telephone: ANDREW MARKSContact: CAL000410749GEPAID: 2015Year: 1000314740envid: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 97 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NPDNONMUNIPRCSProgram Type: 8 301000001WDID: 220328Place Id: NPDES PermitsRegulatory Measure Type: R8-2008-0001Order No: 345363Regulatory Measure Id: 8Region: 12932Agency Id: ActiveFacility Status: CA0106283Npdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: 01-JUN-10CERTIFICATION DATE: Not reportedCERTIFIER TITLE: Janina JarvisCERTIFIER NAME: Anaheim Barber Channel Pacific OceanRECEIVING WATER NAME: NDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Ride AttraCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: YCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: 626-625-9506EMERGENCY PHONE NO: NCONSTYPE LINEAR UTILITY IND: VP-Project ManagementDEVELOPER CONTACT TITLE: David Van WykDEVELOPER CONTACT NAME: 91221DEVELOPER ZIP: CaliforniaDEVELOPER STATE: GlendaleDEVELOPER CITY: PO Box 25020DEVELOPER ADDRESS: Walt Disney ImagineeringDEVELOPER NAME: Private BusinessOPERATOR TYPE: janina.jarvis@disney.comOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-781-3563OPERATOR CONTACT PHONE: Manager, Environmental ProcessOPERATOR CONTACT TITLE: Janina JarvisOPERATOR CONTACT NAME: 92803OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: 1313 Harbor BlvdOPERATOR ADDRESS: Walt Disney Parks and Resorts US IncOPERATOR NAME: mark.x.mattias.-ND@disney.comFACILITY CONTACT EMAIL: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 98 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: Not reportedDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Not reportedOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: Not reportedOPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Not reportedOPERATOR CONTACT NAME: Not reportedOPERATOR ZIP: Not reportedOPERATOR STATE: Not reportedOPERATOR CITY: Not reportedOPERATOR ADDRESS: Not reportedOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: Not reportedFACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Not reportedFACILITY CONTACT NAME: Not reportedPLACE SIZE UNIT: Not reportedPLACE SIZE: Not reportedSTATUS DATE: Not reportedSTATUS CODE NAME: Not reportedPROCESSED DATE: Not reportedRECEIVED DATE: 92803Discharge Zip: CADischarge State: AnaheimDischarge City: Po Box 3232 Tda 219nDischarge Address: Disneyland ResortDischarge Name: Not reportedTermination Date Of Regulatory Measure: 01/01/2013Expiration Date Of Regulatory Measure: 01/18/2008Effective Date Of Regulatory Measure: 01/18/2008Adoption Date Of Regulatory Measure: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 99 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Site SuperintendentDEVELOPER CONTACT TITLE: Ken DuvalDEVELOPER CONTACT NAME: 92602DEVELOPER ZIP: CaliforniaDEVELOPER STATE: IrvineDEVELOPER CITY: 250 South Commerce StreetDEVELOPER ADDRESS: The Whiting Turner Contracting CompanyDEVELOPER NAME: Private BusinessOPERATOR TYPE: Janina.Galicinao@Disney.comOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-781-3563OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Janina GalicinaoOPERATOR CONTACT NAME: 92803OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: 1313 Harbor BlvdOPERATOR ADDRESS: Walt Disney Parks and Resorts US IncOPERATOR NAME: Ken.Duval@Whiting-Turner.comFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 949-863-0800FACILITY CONTACT PHONE: Site SuperintendentFACILITY CONTACT TITLE: Ken DuvalFACILITY CONTACT NAME: AcresPLACE SIZE UNIT: 23.87PLACE SIZE: 1/29/2016STATUS DATE: ActiveSTATUS CODE NAME: 1/29/2016PROCESSED DATE: 1/15/2016RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 8 30C375208WDID: Not reportedPlace Id: ConstructionRegulatory Measure Type: Not reportedOrder No: 467656Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Not reportedRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 100 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedFACILITY CONTACT PHONE EXT: 714-781-3563FACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Janina GalicinaoFACILITY CONTACT NAME: AcresPLACE SIZE UNIT: 3.7PLACE SIZE: 10/18/2016STATUS DATE: TerminatedSTATUS CODE NAME: 9/24/2015PROCESSED DATE: 9/23/2015RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: 7/28/2016Termination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: Not reportedProgram Type: 8 30C374109WDID: Not reportedPlace Id: ConstructionRegulatory Measure Type: Not reportedOrder No: 462052Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: 15-JAN-16CERTIFICATION DATE: Manager, Environmental ComplianceCERTIFIER TITLE: Janina JarvisCERTIFIER NAME: Not reportedRECEIVING WATER NAME: NDIR DISCHARGE USWATER IND: NCONSTYPE WATER SEWER IND: NCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: NCONSTYPE TRANSPORT IND: NCONSTYPE RESIDENTIAL IND: NCONSTYPE RECONS IND: YCONSTYPE OTHER IND: Amusement ParkCONSTYPE OTHER DESRIPTION: NCONSTYPE INDUSTRIAL IND: NCONSTYPE GAS LINE IND: NCONSTYPE ELECTRICAL LINE IND: NCONSTYPE COMMERTIAL IND: NCONSTYPE COMM LINE IND: NCONSTYPE CABLE LINE IND: NCONSTYPE BELOW GROUND IND: NCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: 949-337-2071EMERGENCY PHONE NO: NCONSTYPE LINEAR UTILITY IND: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 101 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ConstructionProgram Type: 8 30C375208WDID: Not reportedPlace Id: EnrolleeRegulatory Measure Type: 2009-0009-DWQOrder No: 467656Regulatory Measure Id: 8Region: 0Agency Id: ActiveFacility Status: CAS000002Npdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: 23-SEP-15CERTIFICATION DATE: Manager, Environmental ComplianceCERTIFIER TITLE: Janina JarvisCERTIFIER NAME: Anaheim BayRECEIVING WATER NAME: NDIR DISCHARGE USWATER IND: NCONSTYPE WATER SEWER IND: NCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: NCONSTYPE TRANSPORT IND: NCONSTYPE RESIDENTIAL IND: NCONSTYPE RECONS IND: NCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: NCONSTYPE INDUSTRIAL IND: NCONSTYPE GAS LINE IND: NCONSTYPE ELECTRICAL LINE IND: NCONSTYPE COMMERTIAL IND: NCONSTYPE COMM LINE IND: NCONSTYPE CABLE LINE IND: NCONSTYPE BELOW GROUND IND: NCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: NCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Janina JarvisDEVELOPER CONTACT NAME: 92803DEVELOPER ZIP: CaliforniaDEVELOPER STATE: AnaheimDEVELOPER CITY: 1313 Harbor BlvdDEVELOPER ADDRESS: Walt Disney Parks and Resorts US IncDEVELOPER NAME: Private BusinessOPERATOR TYPE: janina.galicinao@disney.comOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-781-3563OPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Janina GalicinaoOPERATOR CONTACT NAME: 92803OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: 1313 Harbor BlvdOPERATOR ADDRESS: Walt Disney Parks and Resorts US IncOPERATOR NAME: janina.galicinao@disney.comFACILITY CONTACT EMAIL: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 102 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: Not reportedDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Not reportedOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: Not reportedOPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Not reportedOPERATOR CONTACT NAME: Not reportedOPERATOR ZIP: Not reportedOPERATOR STATE: Not reportedOPERATOR CITY: Not reportedOPERATOR ADDRESS: Not reportedOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: Not reportedFACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Not reportedFACILITY CONTACT NAME: Not reportedPLACE SIZE UNIT: Not reportedPLACE SIZE: Not reportedSTATUS DATE: Not reportedSTATUS CODE NAME: Not reportedPROCESSED DATE: Not reportedRECEIVED DATE: 92803Discharge Zip: CaliforniaDischarge State: AnaheimDischarge City: 1313 Harbor BlvdDischarge Address: Walt Disney Parks and Resorts US IncDischarge Name: Not reportedTermination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: 01/29/2016Effective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 103 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: Not reportedDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Not reportedOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: Not reportedOPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Not reportedOPERATOR CONTACT NAME: Not reportedOPERATOR ZIP: Not reportedOPERATOR STATE: Not reportedOPERATOR CITY: Not reportedOPERATOR ADDRESS: Not reportedOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: Not reportedFACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Not reportedFACILITY CONTACT NAME: Not reportedPLACE SIZE UNIT: Not reportedPLACE SIZE: Not reportedSTATUS DATE: Not reportedSTATUS CODE NAME: Not reportedPROCESSED DATE: Not reportedRECEIVED DATE: 92803Discharge Zip: CaliforniaDischarge State: AnaheimDischarge City: 1313 Harbor BlvdDischarge Address: Walt Disney Parks and Resorts US IncDischarge Name: 01/28/2015Termination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: 07/30/2014Effective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: ConstructionProgram Type: 8 30C370418WDID: Not reportedPlace Id: EnrolleeRegulatory Measure Type: 2009-0009-DWQOrder No: 447885Regulatory Measure Id: 8Region: 0Agency Id: TerminatedFacility Status: CAS000002Npdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Not reportedRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 104 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedFACILITY CONTACT PHONE EXT: Not reportedFACILITY CONTACT PHONE: Not reportedFACILITY CONTACT TITLE: Not reportedFACILITY CONTACT NAME: Not reportedPLACE SIZE UNIT: Not reportedPLACE SIZE: Not reportedSTATUS DATE: Not reportedSTATUS CODE NAME: Not reportedPROCESSED DATE: Not reportedRECEIVED DATE: 92803Discharge Zip: CaliforniaDischarge State: AnaheimDischarge City: 1313 Harbor BlvdDischarge Address: Walt Disney Parks and Resorts US IncDischarge Name: 07/28/2016Termination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: 09/24/2015Effective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: ConstructionProgram Type: 8 30C374109WDID: Not reportedPlace Id: EnrolleeRegulatory Measure Type: 2009-0009-DWQOrder No: 462052Regulatory Measure Id: 8Region: 0Agency Id: TerminatedFacility Status: CAS000002Npdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Not reportedRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 105 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedProgram Type: 8 30C370418WDID: Not reportedPlace Id: ConstructionRegulatory Measure Type: Not reportedOrder No: 447885Regulatory Measure Id: 8Region: Not reportedAgency Id: Not reportedFacility Status: Not reportedNpdes Number: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: Not reportedCERTIFICATION DATE: Not reportedCERTIFIER TITLE: Not reportedCERTIFIER NAME: Not reportedRECEIVING WATER NAME: Not reportedDIR DISCHARGE USWATER IND: Not reportedCONSTYPE WATER SEWER IND: Not reportedCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: Not reportedCONSTYPE TRANSPORT IND: Not reportedCONSTYPE RESIDENTIAL IND: Not reportedCONSTYPE RECONS IND: Not reportedCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: Not reportedCONSTYPE INDUSTRIAL IND: Not reportedCONSTYPE GAS LINE IND: Not reportedCONSTYPE ELECTRICAL LINE IND: Not reportedCONSTYPE COMMERTIAL IND: Not reportedCONSTYPE COMM LINE IND: Not reportedCONSTYPE CABLE LINE IND: Not reportedCONSTYPE BELOW GROUND IND: Not reportedCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: Not reportedEMERGENCY PHONE NO: Not reportedCONSTYPE LINEAR UTILITY IND: Not reportedDEVELOPER CONTACT TITLE: Not reportedDEVELOPER CONTACT NAME: Not reportedDEVELOPER ZIP: Not reportedDEVELOPER STATE: Not reportedDEVELOPER CITY: Not reportedDEVELOPER ADDRESS: Not reportedDEVELOPER NAME: Not reportedOPERATOR TYPE: Not reportedOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: Not reportedOPERATOR CONTACT PHONE: Not reportedOPERATOR CONTACT TITLE: Not reportedOPERATOR CONTACT NAME: Not reportedOPERATOR ZIP: Not reportedOPERATOR STATE: Not reportedOPERATOR CITY: Not reportedOPERATOR ADDRESS: Not reportedOPERATOR NAME: Not reportedFACILITY CONTACT EMAIL: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 106 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation NCONSTYPE WATER SEWER IND: NCONSTYPE UTILITY IND: Not reportedCONSTYPE UTILITY DESCRIPTION: NCONSTYPE TRANSPORT IND: NCONSTYPE RESIDENTIAL IND: NCONSTYPE RECONS IND: NCONSTYPE OTHER IND: Not reportedCONSTYPE OTHER DESRIPTION: NCONSTYPE INDUSTRIAL IND: NCONSTYPE GAS LINE IND: NCONSTYPE ELECTRICAL LINE IND: YCONSTYPE COMMERTIAL IND: NCONSTYPE COMM LINE IND: NCONSTYPE CABLE LINE IND: NCONSTYPE BELOW GROUND IND: NCONSTYPE ABOVE GROUND IND: Not reportedEMERGENCY PHONE EXT: 714-412-4554EMERGENCY PHONE NO: NCONSTYPE LINEAR UTILITY IND: VP-Project ManagementDEVELOPER CONTACT TITLE: David Van WykDEVELOPER CONTACT NAME: 91221DEVELOPER ZIP: CaliforniaDEVELOPER STATE: GlendaleDEVELOPER CITY: PO Box 25020DEVELOPER ADDRESS: Walt Disney ImagineeringDEVELOPER NAME: Private BusinessOPERATOR TYPE: janina.jarvis@disney.comOPERATOR CONTACT EMAIL: Not reportedOPERATOR CONTACT PHONE EXT: 714-781-3563OPERATOR CONTACT PHONE: Manager, Environmental ProcessOPERATOR CONTACT TITLE: Janina JarvisOPERATOR CONTACT NAME: 92803OPERATOR ZIP: CaliforniaOPERATOR STATE: AnaheimOPERATOR CITY: 1313 Harbor BlvdOPERATOR ADDRESS: Walt Disney Parks and Resorts US IncOPERATOR NAME: David.R.Van.Wyk@disney.comFACILITY CONTACT EMAIL: Not reportedFACILITY CONTACT PHONE EXT: 818-544-7233FACILITY CONTACT PHONE: VP-Project ManagementFACILITY CONTACT TITLE: David Van WykFACILITY CONTACT NAME: AcresPLACE SIZE UNIT: 160PLACE SIZE: 4/8/2015STATUS DATE: TerminatedSTATUS CODE NAME: 7/30/2014PROCESSED DATE: 7/28/2014RECEIVED DATE: Not reportedDischarge Zip: Not reportedDischarge State: Not reportedDischarge City: Not reportedDischarge Address: Not reportedDischarge Name: 1/28/2015Termination Date Of Regulatory Measure: Not reportedExpiration Date Of Regulatory Measure: Not reportedEffective Date Of Regulatory Measure: Not reportedAdoption Date Of Regulatory Measure: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 107 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation or municipal water supply. Awsthetic impairment would include nuisance significant human population, or render unusable a potential domestic adverse impact on receiving biota, can cause aesthetic impairment to a Moderate Threat to Water Quality. A violation could have a majorTreat To Water: The facility is not a POTW.POTW: No reclamation requirements associated with this facility.Reclamation: 0Baseline Flow: 0Design Flow: Not reportedSecondary Waste Type: Not reportedSecondary Waste: waste). construction wastes, manure, vegetable or animal solid and semisolid liquid wastes (E.G., garbage, trash, refuse, paper, demolition and nonhazardous putrescible and non putrescible solid, semisolid, and Nonhazardous Solid Wastes/Influent or Solid Wastes that containPrimary Waste Type: seepage and other wastes of this type) overflow, swimming pool wastes, water ride wastewater, ground water Miscellaneous (Includes wastes from dewatering, recreational lakeWaste2: Not reportedWaste Type2: MISCELPrimary Waste: waste). construction wastes, manure, vegetable or animal solid and semisolid liquid wastes (E.G., garbage, trash, refuse, paper, demolition and nonhazardous putrescible and non putrescible solid, semisolid, and Nonhazardous Solid Wastes/Influent or Solid Wastes that containPrimary Waste Type: Not reportedSIC Code 2: 7996SIC Code: PrivateAgency Type: 7147814344Agency Telephone: FRANK DELA VARAAgency Contact: ANAHEIM 92803Agency City,St,Zip: PO BOX 3232 - TDA219NAgency Address: DISNEYLANDAgency Name: ACCOUNTS PAYABLE TDA-229WFacility Contact: Not reportedFacility Telephone: 8Subregion: are assigned by the Regional Board CA0106283 The 1st 2 characters designate the state. The remaining 7NPDES Number: under Waste Discharge Requirements. Active - Any facility with a continuous or seasonal discharge that isFacility Status: pumping. repairing, oil production, storage and disposal operations, water washing, geothermal operations, air conditioning, ship building and processing operation of whatever nature, including mining, gravel semisolid wastes from any servicing, producing, manufacturing or Industrial - Facility that treats and/or disposes of liquid orFacility Type: Santa Ana River 301000001Facility ID: WDS: Not reportedTERTIARY SIC: Not reportedSECONDARY SIC: Not reportedPRIMARY SIC: 28-JUL-14CERTIFICATION DATE: Manager, Environmental ComplianceCERTIFIER TITLE: Janina JarvisCERTIFIER NAME: Anaheim Barber ChannelRECEIVING WATER NAME: NDIR DISCHARGE USWATER IND: DISNEYLAND RESORT (Continued)1000314740 TC4999128.2s Page 108 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation dairy waste ponds. dischargers having waste storage systems with land disposal such as disposal systems, such as septic systems with subsurface disposal, or management practices, facilities with passive waste treatment and cooling water dischargers or thosewho must comply through best Category C - Facilities having no waste treatment systems, such asComplexity: from a waste treatment facility. DISNEYLAND RESORT (Continued)1000314740 Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.915541Longitude: 33.813894Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 3/13/2002Enter Date: 10/26/2001Date Post Remedial Action Monitoring: 10/21/2001Date Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 3/5/2002Close Date: Not reportedEnforcement Date: 9/21/2001Discover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: 3/13/2002Enter Date: 9/21/2001How Stopped Date: T0605999311Global ID: PipingLeak Source: Structure FailureLeak Cause: Not reportedHow Stopped: OMHow Discovered: Not reportedFunding: Not reportedEnf Type: BALL ROADCross Street: Not reportedAbate Method: Not reportedQty Leaked: DieselSubstance: Soil onlyCase Type: 083003819TLocal Case Num: 083003819TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 2270 ft.EMISite 5 of 6 in cluster G 0.430 mi.CHMIRS Relative: Lower Actual: 141 ft. 1/4-1/2 SWEEPS USTANAHEIM, CA 92803 West UST1313 S. HARBOR BLVD. N/A G24 LUSTDISNEYLAND RESORT U003713747 TC4999128.2s Page 109 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedActive Date: 9940Capacity: Not reportedTank Status: 30-011-003609-000015SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-016067Board Of Equalization: Not reportedNumber: 3609Comp Number: Not reportedStatus: 6Number Of Tanks: DIESELContent: PRODUCTSTG: M.V. FUELTank Use: Not reportedActive Date: 7500Capacity: Not reportedTank Status: 30-011-003609-000014SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-016067Board Of Equalization: Not reportedNumber: 3609Comp Number: Not reportedStatus: SWEEPS UST: -117.9180293Longitude: 33.814591Latitude: Not reportedPermitting Agency: 3609Facility ID: -117.9155838Longitude: 33.807015Latitude: Anaheim City Fire DepartmentPermitting Agency: 30-011-000463Facility ID: UST: ATTRACTION : SAW LEAK : WILL CONDUCT ADDITIONAL ASSESSMENT Haz Mat incident report filed : AT RAILROAD ROUNDHOUSE NEAR SMALL WORLDSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: RMStaff Initials: NOMStaff: *MTBE Class: Not Required to be Tested.MTBE Tested: 0MTBE Fuel: DISNEYLAND RESORT (Continued)U003713747 TC4999128.2s Page 110 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedStatus: Not reportedNumber Of Tanks: Not reportedContent: PRODUCTSTG: EMPTYTank Use: Not reportedActive Date: 250Capacity: Not reportedTank Status: 30-011-003609-000019SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-016067Board Of Equalization: Not reportedNumber: 3609Comp Number: Not reportedStatus: Not reportedNumber Of Tanks: Not reportedContent: PRODUCTSTG: EMPTYTank Use: Not reportedActive Date: 250Capacity: Not reportedTank Status: 30-011-003609-000018SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-016067Board Of Equalization: Not reportedNumber: 3609Comp Number: Not reportedStatus: Not reportedNumber Of Tanks: INERT MATERIContent: PRODUCTSTG: EMPTYTank Use: Not reportedActive Date: 250Capacity: Not reportedTank Status: 30-011-003609-000017SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-016067Board Of Equalization: Not reportedNumber: 3609Comp Number: Not reportedStatus: Not reportedNumber Of Tanks: DIESELContent: PRODUCTSTG: M.V. FUELTank Use: DISNEYLAND RESORT (Continued)U003713747 TC4999128.2s Page 111 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: DIESELContent: PSTG: M.V. FUELTank Use: 08-03-92Active Date: 10000Capacity: ATank Status: 30-011-003609-000002SWRCB Tank Id: 3Owner Tank Id: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: 11Number Of Tanks: DIESELContent: PSTG: M.V. FUELTank Use: 05-17-93Active Date: 10000Capacity: ATank Status: 30-011-003609-000001SWRCB Tank Id: 10Owner Tank Id: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: Not reportedContent: PRODUCTSTG: EMPTYTank Use: Not reportedActive Date: 250Capacity: Not reportedTank Status: 30-011-003609-000020SWRCB Tank Id: Not reportedOwner Tank Id: Not reportedCreated Date: Not reportedAction Date: Not reportedReferral Date: 44-016067Board Of Equalization: Not reportedNumber: 3609Comp Number: DISNEYLAND RESORT (Continued)U003713747 TC4999128.2s Page 112 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation M.V. FUELTank Use: 08-03-92Active Date: 9940Capacity: ATank Status: 30-011-003609-000010SWRCB Tank Id: 7Owner Tank Id: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: 08-03-92Active Date: 10000Capacity: ATank Status: 30-011-003609-000009SWRCB Tank Id: 6Owner Tank Id: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: DIESELContent: PSTG: M.V. FUELTank Use: 08-03-92Active Date: 9940Capacity: ATank Status: 30-011-003609-000008SWRCB Tank Id: 5Owner Tank Id: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: DIESELContent: PSTG: M.V. FUELTank Use: 08-03-92Active Date: 10000Capacity: ATank Status: 30-011-003609-000007SWRCB Tank Id: 4Owner Tank Id: DISNEYLAND RESORT (Continued)U003713747 TC4999128.2s Page 113 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: 08-03-92Active Date: 6000Capacity: ATank Status: 30-011-003609-000013SWRCB Tank Id: 12Owner Tank Id: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: DIESELContent: PSTG: M.V. FUELTank Use: 08-03-92Active Date: 10000Capacity: ATank Status: 30-011-003609-000012SWRCB Tank Id: 9Owner Tank Id: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: 08-03-92Active Date: 10000Capacity: ATank Status: 30-011-003609-000011SWRCB Tank Id: 8Owner Tank Id: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: REG UNLEADEDContent: PSTG: DISNEYLAND RESORT (Continued)U003713747 TC4999128.2s Page 114 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedVehicle Id Number: Not reportedVehicle State: Not reportedVehicle License Number: Not reportedVehicle Make/year: Not reportedOthers Number Of Fatalities: Not reportedOthers Number Of Injuries: Not reportedOthers Number Of Decontaminated: Not reportedResponding Agency Personel # Of Fatalities: Not reportedResponding Agency Personel # Of Injuries: Not reportedResp Agncy Personel # Of Decontaminated: Not reportedMore Than Two Substances Involved?: Not reportedProperty Management: Not reportedEstimated Temperature: Not reportedSurrounding Area: Not reportedTime Completed: Not reportedTime Notified: Not reportedAgency Incident Number: Not reportedAgency Id Number: Not reportedProperty Use: Not reportedDate Completed: Not reportedOES Time: Not reportedOES Date: 04/07/2000OES notification: 0-1607OES Incident Number: CHMIRS: Not reportedNumber Of Tanks: REG UNLEADEDContent: PSTG: M.V. FUELTank Use: 08-03-92Active Date: 10000Capacity: ATank Status: 30-011-003609-000025SWRCB Tank Id: 2Owner Tank Id: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: 3609Comp Number: ActiveStatus: Not reportedNumber Of Tanks: DIESELContent: PSTG: M.V. FUELTank Use: 08-03-92Active Date: 1000Capacity: ATank Status: 30-011-003609-000016SWRCB Tank Id: 15Owner Tank Id: 12-31-88Created Date: 05-24-94Action Date: 01-13-94Referral Date: 44-016067Board Of Equalization: 1Number: DISNEYLAND RESORT (Continued)U003713747 TC4999128.2s Page 115 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 34Reactive Organic Gases Tons/Yr: 57Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 1996Year: EMI: system. kitchen. The sewage released into the storm drain Released caused by a sewage backup in theDescription: Not reportedComments: Not reportedFatals: Not reportedInjuries: Not reportedEvacs: Not reported#3 Vessel >= 300 Tons: Not reported#2 Vessel >= 300 Tons: Not reported#1 Vessel >= 300 Tons: Not reported#3 Pipeline: Not reported#2 Pipeline: Not reported#1 Pipeline: 0Number of Fatalities: 0Number of Injuries: 0Evacuations: Not reportedSubstance #3: Not reportedSubstance #2: 0Unknown: 3000Gallons: raw sewageSubstance: Not reportedE Date: OtherSite Type: YesContained: Not reportedAmount: Anaheim Fire DepartmentAdmin Agency: 4/7/200012:00:00 AMIncident Date: DisneylandAgency: 2000Year: Not reportedDate/Time: Not reportedOther: Not reportedMeasure: Not reportedType: Not reportedWhat Happened: Not reportedContainment: ContractorCleanup By: Not reportedSpill Site: storm drain, Anaheim Barber ChannelWaterway: YesWaterway Involved: Not reportedFacility Telephone: Not reportedReport Date: Not reportedReporting Officer Name/ID: Not reportedCompany Name: Not reportedCA DOT PUC/ICC Number: DISNEYLAND RESORT (Continued)U003713747 TC4999128.2s Page 116 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 2Part. Matter 10 Micrometers and Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 1SOX - Oxides of Sulphur Tons/Yr: 39NOX - Oxides of Nitrogen Tons/Yr: 165Carbon Monoxide Emissions Tons/Yr: 15Reactive Organic Gases Tons/Yr: 33Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2003Year: 2Part. Matter 10 Micrometers and Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 1SOX - Oxides of Sulphur Tons/Yr: 39NOX - Oxides of Nitrogen Tons/Yr: 165Carbon Monoxide Emissions Tons/Yr: 15Reactive Organic Gases Tons/Yr: 33Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2002Year: 2Part. Matter 10 Micrometers and Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 1SOX - Oxides of Sulphur Tons/Yr: 34NOX - Oxides of Nitrogen Tons/Yr: 181Carbon Monoxide Emissions Tons/Yr: 17Reactive Organic Gases Tons/Yr: 68Total Organic Hydrocarbon Gases Tons/Yr: BConsolidated Emission Reporting Rule: YCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2001Year: 2Part. Matter 10 Micrometers and Smllr Tons/Yr: 2Particulate Matter Tons/Yr: 1SOX - Oxides of Sulphur Tons/Yr: 63NOX - Oxides of Nitrogen Tons/Yr: 336Carbon Monoxide Emissions Tons/Yr: DISNEYLAND RESORT (Continued)U003713747 TC4999128.2s Page 117 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2007Year: 11.4375373Part. Matter 10 Micrometers and Smllr Tons/Yr: 14.682Particulate Matter Tons/Yr: .221SOX - Oxides of Sulphur Tons/Yr: 36.82NOX - Oxides of Nitrogen Tons/Yr: 57.834Carbon Monoxide Emissions Tons/Yr: 4.871Reactive Organic Gases Tons/Yr: 14.11462856770570192Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2006Year: 4.025241676Part. Matter 10 Micrometers and Smllr Tons/Yr: 4.081845Particulate Matter Tons/Yr: .876965SOX - Oxides of Sulphur Tons/Yr: 36.237105NOX - Oxides of Nitrogen Tons/Yr: 163.37902Carbon Monoxide Emissions Tons/Yr: 8.57904608279041Reactive Organic Gases Tons/Yr: 10.8480043479Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2005Year: 2.3Part. Matter 10 Micrometers and Smllr Tons/Yr: 2.488509135Particulate Matter Tons/Yr: 0.940189SOX - Oxides of Sulphur Tons/Yr: 38.8411714NOX - Oxides of Nitrogen Tons/Yr: 165.366304Carbon Monoxide Emissions Tons/Yr: 15.1Reactive Organic Gases Tons/Yr: 32.51529899Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: YCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2004Year: DISNEYLAND RESORT (Continued)U003713747 TC4999128.2s Page 118 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0.01056958Carbon Monoxide Emissions Tons/Yr: 0.0017115799Reactive Organic Gases Tons/Yr: 0.0029659435463Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2013Year: 20.631743478Part. Matter 10 Micrometers and Smllr Tons/Yr: 30.17889Particulate Matter Tons/Yr: 0.21828SOX - Oxides of Sulphur Tons/Yr: 0.50726NOX - Oxides of Nitrogen Tons/Yr: 52.10133Carbon Monoxide Emissions Tons/Yr: 6.17575Reactive Organic Gases Tons/Yr: 11.006840685Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2012Year: 14.267200065251Part. Matter 10 Micrometers and Smllr Tons/Yr: 18.63651211Particulate Matter Tons/Yr: .1821985SOX - Oxides of Sulphur Tons/Yr: 19.43523093438087589NOX - Oxides of Nitrogen Tons/Yr: 30.6482368Carbon Monoxide Emissions Tons/Yr: 4.669174881826949165Reactive Organic Gases Tons/Yr: 8.291945264409340613Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2008Year: 11.4437113Part. Matter 10 Micrometers and Smllr Tons/Yr: 14.682Particulate Matter Tons/Yr: .221SOX - Oxides of Sulphur Tons/Yr: 36.82NOX - Oxides of Nitrogen Tons/Yr: 57.834Carbon Monoxide Emissions Tons/Yr: 4.871Reactive Organic Gases Tons/Yr: 13.69002114022331116Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: DISNEYLAND RESORT (Continued)U003713747 TC4999128.2s Page 119 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 17.22202724Part. Matter 10 Micrometers and Smllr Tons/Yr: 21.570295Particulate Matter Tons/Yr: 0.1859SOX - Oxides of Sulphur Tons/Yr: 20.73172NOX - Oxides of Nitrogen Tons/Yr: 19.35499Carbon Monoxide Emissions Tons/Yr: 4.6864Reactive Organic Gases Tons/Yr: 6.6371309603Total Organic Hydrocarbon Gases Tons/Yr: Not reportedConsolidated Emission Reporting Rule: Not reportedCommunity Health Air Pollution Info System: SOUTH COAST AQMDAir District Name: 7996SIC Code: SCAir District Name: 800189Facility ID: SCAir Basin: 30County Code: 2014Year: 0.0096322419578Part. Matter 10 Micrometers and Smllr Tons/Yr: 0.0141003488Particulate Matter Tons/Yr: 6.03858e-005SOX - Oxides of Sulphur Tons/Yr: 0.0095NOX - Oxides of Nitrogen Tons/Yr: DISNEYLAND RESORT (Continued)U003713747 71003438Alias Name: EPA Identification NumberAlias Type: CAR000007393Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.9145Longitude: 33.83529Latitude: Not reportedFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 34Senate: 69Assembly: Cleanup CypressDivision Branch: Not reportedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: Tiered PermitSite Type Detailed: Tiered PermitSite Type: Not reportedSite Code: Not reportedStatus Date: Inactive - Needs EvaluationStatus: 71003438Facility ID: ENVIROSTOR: 2270 ft. Site 6 of 6 in cluster G 0.430 mi. Relative: Lower Actual: 141 ft. 1/4-1/2 ANAHEIM, CA 92803 West 1313 S. HARBOR BOULEVARD MARS BLDG N/A G25 ENVIROSTORSPECTRUM PHOTOGRAPHIC & IMAGING - HARBOR S110494321 TC4999128.2s Page 120 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: Not reportedComments: Not reportedCompleted Date: Not reportedCompleted Document Type: Not reportedCompleted Sub Area Name: Not reportedCompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: SPECTRUM PHOTOGRAPHIC & IMAGING - HARBOR (Continued) S110494321 SANTA ANA RWQCB (REGION 8)Organization Name: PATRICIA HANNONContact Name: Regional Board CaseworkerContact Type: T0605900844Global Id: 7144336011Phone Number: amartinez@ochca.comEmail: SANTA ANACity: 1241 E. DYER ROAD SUITE 120Address: ORANGE COUNTY LOPOrganization Name: ANTHONY MARTINEZContact Name: Local Agency CaseworkerContact Type: T0605900844Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Local AgencyFile Location: 89UT143LOC Case Number: 083001070TRB Case Number: ORANGE COUNTY LOPLocal Agency: AMCase Worker: ORANGE COUNTY LOPLead Agency: 04/30/1990Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.9115006Longitude: 33.8133616Latitude: T0605900844Global Id: STATERegion: LUST: 2301 ft. 0.436 mi. Relative: Higher Actual: 152 ft. 1/4-1/2 ANAHEIM, CA 92805 ENE HIST CORTESE251 PALAIS N/A 26 LUSTJOHN PIERRE APPAREL S102431957 TC4999128.2s Page 121 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 4/30/1990Close Date: Not reportedEnforcement Date: 8/2/1989Discover Date: Not reportedDate Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: Not reportedEnter Date: 9/9/9999How Stopped Date: T0605900844Global ID: UnknownLeak Source: UnknownLeak Cause: Close TankHow Stopped: Tank ClosureHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: 0Qty Leaked: GasolineSubstance: Soil onlyCase Type: 89UT143Local Case Num: 083001070TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: Leak ReportedAction: 08/02/1989Date: OtherAction Type: T0605900844Global Id: Leak DiscoveryAction: 08/02/1989Date: OtherAction Type: T0605900844Global Id: Regulatory Activities: 08/02/1989Status Date: Open - Case Begin DateStatus: T0605900844Global Id: 04/30/1990Status Date: Completed - Case ClosedStatus: T0605900844Global Id: Status History: Not reportedPhone Number: phannon@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: JOHN PIERRE APPAREL (Continued) S102431957 TC4999128.2s Page 122 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083001070TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: MUNBeneficial: Not reportedHydr Basin #: 30000LLocal Agency: Local AgencyLead Agency: WJStaff Initials: PAHStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9052698Longitude: 33.8137008Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: Not reportedEnter Date: Not reportedDate Post Remedial Action Monitoring: JOHN PIERRE APPAREL (Continued) S102431957 UNKLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083002482TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 2324 ft. Site 1 of 2 in cluster H 0.440 mi. Relative: Higher Actual: 147 ft. 1/4-1/2 ANAHEIM, CA 92805 NNW 1200 HARBOR BLVD N/A H27 LUSTG & M OIL #8 (AKA HOYER CHEVRON) S106387343 TC4999128.2s Page 123 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 92713-9772 ERIK FRIESS, OF NOSSAMAN, GUTHNER, KNOX & ELLIOTT, P.O BOX 19772, IRVINE, CA MAN.,15402 ELECTRONIC LN, HUNTINGTON BEACH, CA 92649. ATTORNEY FOR HOYER: K. PROPOSING VES NOT OWNED BY CHEVRON, ADDTL. RP:MR. R. T. OTJEN, GEN.Summary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: RMStaff Initials: NOMStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.9151992Longitude: 33.8179557Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 8/29/1994Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: 7/15/1996Date Remediation Plan Submitted: 2/24/1994Date Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 12/11/2002Close Date: Not reportedEnforcement Date: 12/8/1993Discover Date: Not reportedDate Preliminary Assessment Began: 4/5/1994Date Confirmation of Leak Began: 8/29/1994Enter Date: Not reportedHow Stopped Date: T0605901763Global ID: UNKLeak Source: G & M OIL #8 (AKA HOYER CHEVRON) (Continued) S106387343 12/11/2002Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.914717Longitude: 33.817705Latitude: T0605901763Global Id: STATERegion: LUST: 2324 ft. Site 2 of 2 in cluster H 0.440 mi. Relative: Higher Actual: 147 ft. 1/4-1/2 ANAHEIM, CA 92805 NNW HIST UST1200 S HARBOR BOULEVARD N/A H28 LUSTG AND M OIL 8 S103625304 TC4999128.2s Page 124 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Leak DiscoveryAction: 12/08/1993Date: OtherAction Type: T0605901763Global Id: Regulatory Activities: 04/05/1994Status Date: Open - Site AssessmentStatus: T0605901763Global Id: 02/24/1994Status Date: Open - Site AssessmentStatus: T0605901763Global Id: 07/15/1996Status Date: Open - RemediationStatus: T0605901763Global Id: 12/08/1993Status Date: Open - Case Begin DateStatus: T0605901763Global Id: 12/11/2002Status Date: Completed - Case ClosedStatus: T0605901763Global Id: Status History: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITYOrganization Name: RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605901763Global Id: Not reportedPhone Number: nolson-martin@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: NANCY OLSON-MARTINContact Name: Regional Board CaseworkerContact Type: T0605901763Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083002482TRB Case Number: ANAHEIM CITYLocal Agency: RMCase Worker: ANAHEIM CITYLead Agency: G AND M OIL 8 (Continued)S103625304 TC4999128.2s Page 125 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here for Geo Tracker PDF: Not reportedLeak Detection: Not reportedContainer Construction Thickness: Not reportedType of Fuel: Not reportedTank Used for: Not reportedTank Capacity: Not reportedYear Installed: Not reportedContainer Num: Not reportedTank Num: Not reportedTotal Tanks: Not reportedOwner City,St,Zip: Not reportedOwner Address: Not reportedOwner Name: Not reportedTelephone: Not reportedContact Name: Not reportedOther Type: Not reportedFacility Type: Not reportedFacility ID: Not reportedRegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002E964.pdfURL: 0002E964File Number: HIST UST: Leak ReportedAction: 04/05/1994Date: OtherAction Type: T0605901763Global Id: Closure/No Further Action LetterAction: 12/11/2002Date: ENFORCEMENTAction Type: T0605901763Global Id: File reviewAction: 08/13/2013Date: ENFORCEMENTAction Type: T0605901763Global Id: G AND M OIL 8 (Continued)S103625304 Not reportedPhone Number: bautista_ent@yahoo.comEmail: Not reportedWebsite: 92842Mailing Zip Code: CAMailing State: Garden GroveMailing City: P O Box 1932Mailing Address: RC10082Cert Id: 24916Reg Id: SWRCY: 2432 ft. 0.461 mi. Relative: Higher Actual: 150 ft. 1/4-1/2 ANAHEIM, CA 92805 East 1440 S ANAHEIM BLVD STE I-60 N/A 29 SWRCYB J RECYCLING S110656452 TC4999128.2s Page 126 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Juan Bautista RecyclingOrganization Name: 18774Organization ID: 10:00 am - 3:00 pmSunday Hours Of Operation: 10:00 am - 5:00 pmSaturday Hours Of Operation: 10:00 am - 5:00 pmFriday Hours Of Operation: 10:00 am - 5:00 pmThursday Hours Of Operation: 10:00 am - 5:00 pmWednesday Hours Of Operation: CLOSEDTuesday Hours Of Operation: 10:00 am - 5:00 pmMonday Hours Of Operation: N/AAgency: YBimetal: YPlastic: YGlass: YAluminium: 10/21/1999Operation Begin Date: NRural: NGrand Father: B J RECYCLING (Continued)S110656452 ANAHEIM CITYOrganization Name: RICHARD O. WILSONContact Name: Local Agency CaseworkerContact Type: T0605902019Global Id: 9517824495Phone Number: cbernhardt@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: CARL BERNHARDTContact Name: Regional Board CaseworkerContact Type: T0605902019Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: SoilPotential Media Affect: Not reportedFile Location: Not reportedLOC Case Number: 083002949TRB Case Number: ANAHEIM CITYLocal Agency: ROWCase Worker: ANAHEIM CITYLead Agency: 03/26/2002Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.914993Longitude: 33.8182037Latitude: T0605902019Global Id: STATERegion: LUST: 2457 ft. 0.465 mi. Relative: Higher Actual: 147 ft. 1/4-1/2 ANAHEIM, CA 92805 NNW HIST UST519 W BALL RD N/A 30 LUSTDAHS SERVICE CENTER U001578741 TC4999128.2s Page 127 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 0004Total Tanks: ANAHEIM, CA 92802Owner City,St,Zip: 1560 S. HARBOR BLVD.Owner Address: TRAVELERS WORLDOwner Name: 7147748030Telephone: ADNAN EL DAHContact Name: Not reportedOther Type: Gas StationFacility Type: 00000046058Facility ID: STATERegion: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002EF55.pdfURL: 0002EF55File Number: HIST UST: Leak ReportedAction: 12/06/1996Date: OtherAction Type: T0605902019Global Id: Leak DiscoveryAction: 11/13/1996Date: OtherAction Type: T0605902019Global Id: Closure/No Further Action LetterAction: 03/13/2002Date: ENFORCEMENTAction Type: T0605902019Global Id: Regulatory Activities: 02/04/1997Status Date: Open - Site AssessmentStatus: T0605902019Global Id: 11/13/1996Status Date: Open - Site AssessmentStatus: T0605902019Global Id: 11/27/1995Status Date: Open - Site AssessmentStatus: T0605902019Global Id: 11/27/1995Status Date: Open - Case Begin DateStatus: T0605902019Global Id: 03/26/2002Status Date: Completed - Case ClosedStatus: T0605902019Global Id: Status History: Not reportedPhone Number: dwilson@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. #601Address: DAHS SERVICE CENTER (Continued) U001578741 TC4999128.2s Page 128 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here for Geo Tracker PDF: NoneLeak Detection: Not reportedContainer Construction Thickness: WASTE OILType of Fuel: WASTETank Used for: 00000500Tank Capacity: Not reportedYear Installed: 4Container Num: 004Tank Num: Stock InventorLeak Detection: Not reportedContainer Construction Thickness: REGULARType of Fuel: PRODUCTTank Used for: 00009940Tank Capacity: Not reportedYear Installed: #3Container Num: 003Tank Num: Stock InventorLeak Detection: Not reportedContainer Construction Thickness: UNLEADEDType of Fuel: PRODUCTTank Used for: 00009940Tank Capacity: Not reportedYear Installed: #2Container Num: 002Tank Num: Stock InventorLeak Detection: Not reportedContainer Construction Thickness: PREMIUMType of Fuel: PRODUCTTank Used for: 00006000Tank Capacity: Not reportedYear Installed: #1Container Num: 001Tank Num: DAHS SERVICE CENTER (Continued) U001578741 Local AgencyFile Location: Not reportedLOC Case Number: 083003964TRB Case Number: ANAHEIM CITYLocal Agency: RMCase Worker: ANAHEIM CITYLead Agency: 09/21/2011Status Date: Completed - Case ClosedStatus: LUST Cleanup SiteCase Type: -117.915956Longitude: 33.818598Latitude: T0605982279Global Id: STATERegion: LUST: 2522 ft. 0.478 mi. Relative: Higher Actual: 147 ft. 1/4-1/2 ANAHEIM, CA 92805 NNW 601 BALL RD. W. N/A 31 LUSTSHELL OIL PRODUCTS US S105850447 TC4999128.2s Page 129 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation ENFORCEMENTAction Type: T0605982279Global Id: Regulatory Activities: 03/27/2009Status Date: Open - Site AssessmentStatus: T0605982279Global Id: 05/26/2005Status Date: Open - Site AssessmentStatus: T0605982279Global Id: 11/03/2003Status Date: Open - Site AssessmentStatus: T0605982279Global Id: 08/04/2003Status Date: Open - Site AssessmentStatus: T0605982279Global Id: 05/23/2003Status Date: Open - Site AssessmentStatus: T0605982279Global Id: 02/26/2003Status Date: Open - Case Begin DateStatus: T0605982279Global Id: 09/21/2011Status Date: Completed - Case ClosedStatus: T0605982279Global Id: Status History: Not reportedPhone Number: rmccaffrey@anaheim.netEmail: ANAHEIMCity: 201 S. ANAHEIM BLVD. MS 601Address: ANAHEIM CITYOrganization Name: RALPH MCCAFFREYContact Name: Local Agency CaseworkerContact Type: T0605982279Global Id: 9517824495Phone Number: cbernhardt@waterboards.ca.govEmail: RIVERSIDECity: 3737 MAIN STREET, SUITE 500Address: SANTA ANA RWQCB (REGION 8)Organization Name: CARL BERNHARDTContact Name: Regional Board CaseworkerContact Type: T0605982279Global Id: Contact: Click here to access the California GeoTracker records for this facility: Not reportedSite History: GasolinePotential Contaminants of Concern: Other Groundwater (uses other than drinking water), SoilPotential Media Affect: SHELL OIL PRODUCTS US (Continued) S105850447 TC4999128.2s Page 130 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083003964TCase Number: Preliminary site assessment underwayFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: Other (Use Description Field)Action: 02/26/2003Date: REMEDIATIONAction Type: T0605982279Global Id: Leak DiscoveryAction: 02/26/2003Date: OtherAction Type: T0605982279Global Id: Leak StoppedAction: 02/26/2003Date: OtherAction Type: T0605982279Global Id: Staff LetterAction: 05/19/2010Date: ENFORCEMENTAction Type: T0605982279Global Id: Clean Up Fund - Case Closure Review Summary Report (RSR)Action: 09/21/2011Date: ENFORCEMENTAction Type: T0605982279Global Id: Staff LetterAction: 03/01/2011Date: ENFORCEMENTAction Type: T0605982279Global Id: Leak ReportedAction: 02/26/2003Date: OtherAction Type: T0605982279Global Id: State Water Board Closure OrderAction: 09/21/2011Date: ENFORCEMENTAction Type: T0605982279Global Id: Staff LetterAction: 04/22/2009Date: SHELL OIL PRODUCTS US (Continued) S105850447 TC4999128.2s Page 131 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: Not reportedHydr Basin #: 30011Local Agency: Local AgencyLead Agency: SWStaff Initials: CABStaff: *MTBE Class: MTBE Detected. Site tested for MTBE & MTBE detectedMTBE Tested: 1MTBE Fuel: 15000Max MTBE Soil: 0MTBE Concentration: 41Max MTBE GW: 8/1/2003MTBE Date: 0Longitude: 0Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: =Soil Qualifies: =GW Qualifies: Not reportedEnter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: Not reportedClose Date: Not reportedEnforcement Date: 2/26/2003Discover Date: 11/3/2003Date Preliminary Assessment Began: Not reportedDate Confirmation of Leak Began: Not reportedEnter Date: 2/26/2003How Stopped Date: T0605982279Global ID: UNKLeak Source: UNKLeak Cause: Other MeansHow Stopped: SASHow Discovered: Not reportedFunding: SHELL OIL PRODUCTS US (Continued) S105850447 S CLEMENTIME STMailing address: CAR000010298EPA ID: ANAHEIM, CA 92802 1730 S CLEMENTIME STFacility address: SATELLITE CLEANERS INCFacility name: 03/21/1996Date form received by agency: RCRA-SQG: 2569 ft.DRYCLEANERSSite 1 of 2 in cluster I 0.487 mi.ECHO Relative: Lower Actual: 138 ft. 1/4-1/2 FINDSANAHEIM, CA 92802 SSE BROWNFIELDS1730 S CLEMENTIME ST CAR000010298 I32 RCRA-SQGSATELLITE CLEANERS INC 1001085705 TC4999128.2s Page 132 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Other Groundwater (uses other than drinking water), Soil, Soil VaporMedia of Concern: Tetrachloroethylene (PCE)Contaminant(s) of Concern: Clarifier / Dry Cleaning Unit / Vapor DegreaserRelease Type: 06/30/2016Last Correspondence Date: SANTA ANA RWQCB (REGION 8)Lead Agency: 08/06/2014Status Date: Open - Site AssessmentStatus: Cleanup Program SiteProject Type: -117.9096739Longitude: 33.8050498Latitude: T10000006104Global ID: BROWNFIELDS: No violations foundViolation Status: NoUsed oil transporter: NoUsed oil transfer facility: NoUsed oil Specification marketer: NoUsed oil fuel marketer to burner: NoUser oil refiner: NoUsed oil processor: NoUsed oil fuel burner: NoFurnace exemption: NoOn-site burner exemption: NoUnderground injection activity: NoTreater, storer or disposer of HW: NoTransporter of hazardous waste: NoRecycler of hazardous waste: NoMixed waste (haz. and radioactive): NoU.S. importer of hazardous waste: Handler Activities Summary: Not reportedOwner/Op end date: Not reportedOwner/Op start date: OwnerOwner/Operator Type: PrivateLegal status: (714) 991-3200Owner/operator telephone: Not reportedOwner/operator country: ANAHEIM, CA 92802 1730 S CLEMENTIME STOwner/operator address: STEVEN H MORRISOwner/operator name: Owner/Operator Summary: hazardous waste at any time waste during any calendar month, and accumulates more than 1000 kg of hazardous waste at any time; or generates 100 kg or less of hazardous waste during any calendar month and accumulates less than 6000 kg of Handler: generates more than 100 and less than 1000 kg of hazardousDescription: Small Small Quantity GeneratorClassification: 09EPA Region: Not reportedContact email: (714) 991-3206Contact telephone: USContact country: ANAHEIM, CA 92802 1730 S CLEMENTIME STContact address: STEVEN MORRISContact: ANAHEIM, CA 92802 SATELLITE CLEANERS INC (Continued) 1001085705 TC4999128.2s Page 133 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedContact Address 2: 1730 S CLEMENTINE STContact Address: NAS ALTAHERContact Name: 7149913200Owner Telephone: Not reportedOwner Address 2: 1730 S CLEMENTINE STOwner Address: GREEN CLEAN INVESTMENT INCOwner Name: Not reportedFacility Addr2: 06/30/2012Inactive Date: NoFacility Active: 04/08/2009Create Date: Power Laundries, Family and CommercialSIC Description: 7211SIC Code: Drycleaning and Laundry Services (except Coin-Operated)NAICS Description: 81232NAICS Code: CAL000341958EPA Id: DRYCLEANERS: http://echo.epa.gov/detailed-facility-report?fid=110002910832DFR URL: 110002910832Registry ID: 1001085705Envid: ECHO: additional FINDS: detail in the EDR Site Report. Click this hyperlink while viewing on your computer to access corrective action activities required under RCRA. program staff to track the notification, permit, compliance, and and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA events and activities related to facilities that generate, transport, Conservation and Recovery Act (RCRA) program through the tracking of RCRAInfo is a national information system that supports the Resource facilities. generators, transporters, and treatment, storage, and disposal provides California with information on hazardous waste shipments for California Hazardous Waste Tracking System - Datamart (HWTS-DATAMART) Environmental Interest/Information System 110002910832Registry ID: FINDS: alan.kuoch@waterboards.ca.govPrimary Caseworker Email: CAPrimary Caseworker Address: RIVERSIDEPrimary Caseworker Address: 3737 MAIN STREET; SUITE 500Primary Caseworker Address: 951-782-4962Primary Caseworker Phone Number: SANTA ANA RWQCB (REGION 8)Primary Caseworker Organization Name: ALAN KUOCHPrimary Caseworker Name: 01/06/2014Groundwater Migration Controlled Date: UNDETERMINEDGroundwater Migration Controlled: 01/06/2014Human Health Exposure Controlled Date: INSUFFICIENT DATAHuman Health Exposure Controlled: DRY CLEANINGPast Use(s) that Caused Contamination: SATELLITE CLEANERS INC (Continued) 1001085705 TC4999128.2s Page 134 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 4Region Code: Not reportedOwner Fax: 928020000Mailing Zip: CAMailing State: ANAHEIMMailing City: Not reportedMailing Address 2: 1730 S CLEMENTINE STMailing Address 1: Not reportedMailing Name: 7149913200Contact Telephone: Not reportedContact Address 2: 1730 S CLEMENTINE STContact Address: FRANK GIVENS CEOContact Name: 7149913200Owner Telephone: Not reportedOwner Address 2: 1730 S CLEMENTINE STOwner Address: SATELLITE CLEANERSOwner Name: Not reportedFacility Addr2: 06/30/2005Inactive Date: NoFacility Active: 06/20/1996Create Date: Power Laundries, Family and CommercialSIC Description: 7211SIC Code: Drycleaning and Laundry Services (except Coin-Operated)NAICS Description: 81232NAICS Code: CAR000010298EPA Id: 4Region Code: 7149913241Owner Fax: 928022902Mailing Zip: CAMailing State: ANAHEIMMailing City: Not reportedMailing Address 2: 1730 S CLEMENTINE STMailing Address 1: Not reportedMailing Name: 7149913200Contact Telephone: SATELLITE CLEANERS INC (Continued) 1001085705 Tetrachloroethylene (PCE)Potential Contaminants of Concern: Other Groundwater (uses other than drinking water), Soil, Soil VaporPotential Media Affected: Regional BoardFile Location: 2080119RB Case Number: Not reportedLocal Agency: AKCase Worker: Cleanup Program SiteCase Type: -117.9096739Longitude: 33.8050498Latitude: Not reportedLead Agency Case Number: SANTA ANA RWQCB (REGION 8)Lead Agency: T10000006104Global Id: 08/06/2014Status Date: Open - Site AssessmentFacility Status: STATERegion: SLIC: 2569 ft. Site 2 of 2 in cluster I 0.487 mi. Relative: Lower Actual: 138 ft. 1/4-1/2 ANAHEIM, CA 92802 SSE 1730 SOUTH CLEMENTINE STREET N/A I33 SLICSATELLITE CLEANERS, FORMER S117227941 TC4999128.2s Page 135 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Click here to access the California GeoTracker records for this facility: PLACEHOLDERSite History: SATELLITE CLEANERS, FORMER (Continued) S117227941 CABStaff: *MTBE Class: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed.MTBE Tested: 1MTBE Fuel: Not reportedMax MTBE Soil: 0MTBE Concentration: Not reportedMax MTBE GW: Not reportedMTBE Date: -117.908289Longitude: 33.8182087Latitude: LUSTOversite Program: Not reportedInterim: Not reportedFacility Contact: Not reportedOperator: Not reportedSoil Qualifies: Not reportedGW Qualifies: 12/15/1995Enter Date: Not reportedDate Post Remedial Action Monitoring: Not reportedDate Remedial Action Underway: Not reportedDate Remediation Plan Submitted: Not reportedDate Pollution Characterization Began: Not reportedDate Prelim Assessment Workplan Submitted: 7/28/1997Close Date: Not reportedEnforcement Date: 8/7/1995Discover Date: Not reportedDate Preliminary Assessment Began: 8/11/1995Date Confirmation of Leak Began: 12/15/1995Enter Date: Not reportedHow Stopped Date: T0605901889Global ID: Not reportedLeak Source: Not reportedLeak Cause: Not reportedHow Stopped: Not reportedHow Discovered: Not reportedFunding: NONEEnf Type: Not reportedCross Street: Not reportedAbate Method: Not reportedQty Leaked: GasolineSubstance: Soil onlyCase Type: Not reportedLocal Case Num: 083002738TCase Number: Case ClosedFacility Status: Santa Ana RegionRegional Board: OrangeCounty: 8Region: LUST REG 8: 2612 ft. 0.495 mi. Relative: Higher Actual: 152 ft. 1/4-1/2 ANAHEIM, CA 92805 NNE HIST CORTESE107 N/A 34 LUST7 - ELEVEN STORE S104754860 TC4999128.2s Page 136 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation 083002738TReg Id: LTNKAReg By: 30Facility County Code: CORTESERegion: HIST CORTESE: Not reportedSummary: Not reportedWork Suspended: Not reportedCleanup Fund Id: Not reportedPriority: Not reportedBeneficial: COASTAL PLAIN OF ORAHydr Basin #: 30011Local Agency: Local AgencyLead Agency: ROWStaff Initials: 7 - ELEVEN STORE (Continued)S104754860 Not reportedContainment: attendantCleanup By: Not reportedSpill Site: Not reportedWaterway: Not reportedWaterway Involved: Not reportedFacility Telephone: Not reportedReport Date: Not reportedReporting Officer Name/ID: Not reportedCompany Name: Not reportedCA DOT PUC/ICC Number: Not reportedVehicle Id Number: Not reportedVehicle State: Not reportedVehicle License Number: Not reportedVehicle Make/year: Not reportedOthers Number Of Fatalities: Not reportedOthers Number Of Injuries: Not reportedOthers Number Of Decontaminated: Not reportedResponding Agency Personel # Of Fatalities: Not reportedResponding Agency Personel # Of Injuries: Not reportedResp Agncy Personel # Of Decontaminated: Not reportedMore Than Two Substances Involved?: Not reportedProperty Management: Not reportedEstimated Temperature: Not reportedSurrounding Area: Not reportedTime Completed: Not reportedTime Notified: Not reportedAgency Incident Number: Not reportedAgency Id Number: Not reportedProperty Use: Not reportedDate Completed: 06:50:00 PMOES Time: 6/6/1993OES Date: Not reportedOES notification: 8067OES Incident Number: CHMIRS: 3219 ft. 0.610 mi. Relative: Lower Actual: 132 ft. 1/2-1 ANAHEIM, CA 90680 SSW Notify 651800 SOUTH HARBOR N/A 35 CHMIRSMOBIL OIL CORP. 18-106 S100179564 TC4999128.2s Page 137 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedCA DOT PUC/ICC Number: Not reportedVehicle Id Number: Not reportedVehicle State: Not reportedVehicle License Number: Not reportedVehicle Make/year: Not reportedOthers Number Of Fatalities: Not reportedOthers Number Of Injuries: Not reportedOthers Number Of Decontaminated: Not reportedResponding Agency Personel # Of Fatalities: Not reportedResponding Agency Personel # Of Injuries: Not reportedResp Agncy Personel # Of Decontaminated: Not reportedMore Than Two Substances Involved?: Not reportedProperty Management: Not reportedEstimated Temperature: Not reportedSurrounding Area: Not reportedTime Completed: Not reportedTime Notified: Not reportedAgency Incident Number: Not reportedAgency Id Number: Not reportedProperty Use: Not reportedDate Completed: 06:50:00 PMOES Time: 6/6/1993OES Date: Not reportedOES notification: 8067OES Incident Number: drove off with nozzle in tankDescription: Not reportedComments: Not reportedFatals: Not reportedInjuries: Not reportedEvacs: Not reported#3 Vessel >= 300 Tons: Not reported#2 Vessel >= 300 Tons: Not reported#1 Vessel >= 300 Tons: Not reported#3 Pipeline: Not reported#2 Pipeline: Not reported#1 Pipeline: Not reportedNumber of Fatalities: Not reportedNumber of Injuries: Not reportedEvacuations: Not reportedSubstance #3: Not reportedSubstance #2: Not reportedUnknown: gasolineSubstance: Not reportedE Date: Not reportedSite Type: Not reportedContained: 5 gallonsAmount: Not reportedAdmin Agency: 6/6/93/18:00Incident Date: mobile oilAgency: 1993Year: Not reportedDate/Time: Not reportedOther: Not reportedMeasure: PETROLEUMType: Not reportedWhat Happened: MOBIL OIL CORP. 18-106 (Continued) S100179564 TC4999128.2s Page 138 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedIncident Description: Not reportedIssue Date: Not reportedDischarge Date: Not reportedFacility Type: Not reportedBoard File Number: Not reportedStaff Initials: Not reportedDate Reported: NOTIFY 65: drove off with nozzle in tankDescription: Not reportedComments: Not reportedFatals: Not reportedInjuries: Not reportedEvacs: Not reported#3 Vessel >= 300 Tons: Not reported#2 Vessel >= 300 Tons: Not reported#1 Vessel >= 300 Tons: Not reported#3 Pipeline: Not reported#2 Pipeline: Not reported#1 Pipeline: Not reportedNumber of Fatalities: Not reportedNumber of Injuries: Not reportedEvacuations: Not reportedSubstance #3: Not reportedSubstance #2: Not reportedUnknown: gasolineSubstance: Not reportedE Date: Not reportedSite Type: Not reportedContained: 5 gallonsAmount: Not reportedAdmin Agency: 6/6/93/18:00Incident Date: mobile oilAgency: 1993Year: Not reportedDate/Time: Not reportedOther: Not reportedMeasure: PETROLEUMType: Not reportedWhat Happened: Not reportedContainment: attendantCleanup By: Not reportedSpill Site: Not reportedWaterway: Not reportedWaterway Involved: Not reportedFacility Telephone: Not reportedReport Date: Not reportedReporting Officer Name/ID: Not reportedCompany Name: MOBIL OIL CORP. 18-106 (Continued) S100179564 TC4999128.2s Page 139 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedSchedule Revised Date: Not reportedSchedule Due Date: Not reportedSchedule Document Type: Not reportedSchedule Sub Area Name: Not reportedSchedule Area Name: Not reportedFuture Due Date: Not reportedFuture Document Type: Not reportedFuture Sub Area Name: Not reportedFuture Area Name: SB 1248 Orange CountyComments: 02/20/2001Completed Date: SB 1248 NotificationCompleted Document Type: Not reportedCompleted Sub Area Name: PROJECT WIDECompleted Area Name: Completed Info: Envirostor ID NumberAlias Type: 30300130Alias Name: NONE SPECIFIEDPotential Description: NONE SPECIFIEDConfirmed COC: NONE SPECIFIEDPotential COC: NONE SPECIFIEDPast Use: NONE SPECIFIEDAPN: -117.9009Longitude: 33.81163Latitude: Not ApplicableFunding: NONE SPECIFIEDSite Mgmt Req: NORestricted Use: Not reportedSpecial Program: 34Senate: 69Assembly: Cleanup CypressDivision Branch: Referred - Not AssignedSupervisor: Not reportedProgram Manager: NONE SPECIFIEDLead Agency: NONE SPECIFIEDRegulatory Agencies: NONPL: Not reportedAcres: EvaluationSite Type Detailed: EvaluationSite Type: Not reportedSite Code: 03/02/2001Status Date: Refer: 1248 Local AgencyStatus: 30300130Facility ID: ENVIROSTOR: 3494 ft. 0.662 mi. Relative: Higher Actual: 153 ft. 1/2-1 ANAHEIM, CA 92805 East 611 EAST CERRITOS AVENUE N/A 36 ENVIROSTORSILGAN PLASTICS CORPORATION S106797612 TC4999128.2s Page 140 MAP FINDINGSMap ID Direction EDR ID NumberDistance EPA ID NumberDatabase(s)SiteElevation Not reportedIncident Description: Not reportedIssue Date: Not reportedDischarge Date: Not reportedFacility Type: Not reportedBoard File Number: Not reportedStaff Initials: Not reportedDate Reported: NOTIFY 65: 3878 ft. 0.734 mi. Relative: Lower Actual: 138 ft. 1/2-1 ANAHEIM, CA 90680 NW 1037 WEST BALL N/A 37 Notify 65#72 S100178848 TC4999128.2s Page 141 OR P H A N S U M M A R Y Ci t y ED R I D Si t e N a m e Si t e A d d r e s s Zip Database(s) Co u n t : 5 r e c o r d s . AN A H E I M S1 0 6 6 6 0 9 8 2 AN A H E I M A U T O A F F A I R 60 1 A N A H E I M 92805 LUST AN A H E I M S1 1 2 0 5 7 1 8 1 ME T R O P O L I T A N R E S I D E N T I A L ( P A R C E L B 40 7 - 4 2 5 S . A N A H E I M B L V D . , 1 0 0 - 92805 ENVIROSTOR, VCP AN A H E I M S1 0 1 5 4 1 0 9 5 BA L L R O A D B A S I N N/ A B A L L R O A D SLIC AN A H E I M S1 0 2 5 3 2 3 3 1 HA R B O R A U T O C A R E F A C I L I T Y 51 9 B A L L R D 92805 LUST AN A H E I M S1 0 5 6 2 8 7 1 5 PO N D E R O S A E L E M E N T A R Y S C H O O L MO U N T A I N V I E W A V E N U E / W I L K E N W A 92805 ENVIROSTOR, SCH TC 4 9 9 9 1 2 8 . 2 s P a g e 1 4 2 To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA’s Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 04/05/2017 Date Data Arrived at EDR: 04/21/2017 Date Made Active in Reports: 05/12/2017 Number of Days to Update: 21 Source: EPA Telephone: N/A Last EDR Contact: 07/07/2017 Next Scheduled EDR Contact: 10/16/2017 Data Release Frequency: Quarterly NPL Site Boundaries Sources: EPA’s Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone: 214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone: 913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone: 303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone: 415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 04/05/2017 Date Data Arrived at EDR: 04/21/2017 Date Made Active in Reports: 05/12/2017 Number of Days to Update: 21 Source: EPA Telephone: N/A Last EDR Contact: 07/07/2017 Next Scheduled EDR Contact: 10/16/2017 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/15/1991 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: 202-564-4267 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned TC4999128.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal Delisted NPL site list Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 04/05/2017 Date Data Arrived at EDR: 04/21/2017 Date Made Active in Reports: 05/12/2017 Number of Days to Update: 21 Source: EPA Telephone: N/A Last EDR Contact: 07/07/2017 Next Scheduled EDR Contact: 10/16/2017 Data Release Frequency: Quarterly Federal CERCLIS list FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version: 11/07/2016 Date Data Arrived at EDR: 01/05/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 92 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 07/07/2017 Next Scheduled EDR Contact: 10/16/2017 Data Release Frequency: Varies SEMS: Superfund Enterprise Management System SEMS (Superfund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA’s Superfund Program across the United States. The list was formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 02/07/2017 Date Data Arrived at EDR: 04/19/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 16 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 06/08/2017 Next Scheduled EDR Contact: 07/31/2017 Data Release Frequency: Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC4999128.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SEMS-ARCHIVE (Superfund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Superfund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA’s knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site. Date of Government Version: 02/07/2017 Date Data Arrived at EDR: 04/19/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 16 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 06/08/2017 Next Scheduled EDR Contact: 07/31/2017 Data Release Frequency: Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 12/12/2016 Date Data Arrived at EDR: 12/28/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 44 Source: EPA Telephone: 800-424-9346 Last EDR Contact: 06/29/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 12/12/2016 Date Data Arrived at EDR: 12/28/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 44 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 06/29/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Quarterly Federal RCRA generators list RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 12/12/2016 Date Data Arrived at EDR: 12/28/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 44 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 06/29/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Quarterly TC4999128.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 12/12/2016 Date Data Arrived at EDR: 12/28/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 44 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 06/29/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Quarterly RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 12/12/2016 Date Data Arrived at EDR: 12/28/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 44 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 06/29/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Varies Federal institutional controls / engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 12/28/2016 Date Data Arrived at EDR: 01/04/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 93 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 05/15/2017 Next Scheduled EDR Contact: 08/28/2017 Data Release Frequency: Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 02/13/2017 Date Data Arrived at EDR: 02/28/2017 Date Made Active in Reports: 06/09/2017 Number of Days to Update: 101 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 05/31/2017 Next Scheduled EDR Contact: 09/11/2017 Data Release Frequency: Varies US INST CONTROL: Sites with Institutional Controls A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 02/13/2017 Date Data Arrived at EDR: 02/28/2017 Date Made Active in Reports: 06/09/2017 Number of Days to Update: 101 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 05/31/2017 Next Scheduled EDR Contact: 09/11/2017 Data Release Frequency: Varies TC4999128.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 09/26/2016 Date Data Arrived at EDR: 09/29/2016 Date Made Active in Reports: 11/11/2016 Number of Days to Update: 43 Source: National Response Center, United States Coast Guard Telephone: 202-267-2180 Last EDR Contact: 06/28/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Annually State- and tribal - equivalent NPL RESPONSE: State Response Sites Identifies confirmed release sites where DTSC is involved in remediation, either in a lead or oversight capacity. These confirmed release sites are generally high-priority and high potential risk. Date of Government Version: 01/30/2017 Date Data Arrived at EDR: 01/31/2017 Date Made Active in Reports: 05/23/2017 Number of Days to Update: 112 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 05/02/2017 Next Scheduled EDR Contact: 08/14/2017 Data Release Frequency: Quarterly State- and tribal - equivalent CERCLIS ENVIROSTOR: EnviroStor Database The Department of Toxic Substances Control’s (DTSC’s) Site Mitigation and Brownfields Reuse Program’s (SMBRP’s) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund; Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. Date of Government Version: 01/30/2017 Date Data Arrived at EDR: 01/31/2017 Date Made Active in Reports: 05/23/2017 Number of Days to Update: 112 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 05/02/2017 Next Scheduled EDR Contact: 08/14/2017 Data Release Frequency: Quarterly State and tribal landfill and/or solid waste disposal site lists SWF/LF (SWIS): Solid Waste Information System Active, Closed and Inactive Landfills. SWF/LF records typically contain an inve ntory of solid waste disposal facilities or landfills. These may be active or i nactive facilities or open dumps that failed to meet RCRA Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 02/13/2017 Date Data Arrived at EDR: 02/15/2017 Date Made Active in Reports: 05/02/2017 Number of Days to Update: 76 Source: Department of Resources Recycling and Recovery Telephone: 916-341-6320 Last EDR Contact: 05/17/2017 Next Scheduled EDR Contact: 08/28/2017 Data Release Frequency: Quarterly State and tribal leaking storage tank lists TC4999128.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LUST: Leaking Underground Fuel Tank Report (GEOTRACKER) Leaking Underground Storage Tank (LUST) Sites included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater. Date of Government Version: 03/13/2017 Date Data Arrived at EDR: 03/14/2017 Date Made Active in Reports: 05/02/2017 Number of Days to Update: 49 Source: State Water Resources Control Board Telephone: see region list Last EDR Contact: 06/14/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Quarterly LUST REG 6V: Leaking Underground Storage Tank Case Listing Leaking Underground Storage Tank locations. Inyo, Kern, Los Angeles, Mono, San Bernardino counties. Date of Government Version: 06/07/2005 Date Data Arrived at EDR: 06/07/2005 Date Made Active in Reports: 06/29/2005 Number of Days to Update: 22 Source: California Regional Water Quality Control Board Victorville Branch Office (6) Telephone: 760-241-7365 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: No Update Planned LUST REG 4: Underground Storage Tank Leak List Los Angeles, Ventura counties. For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 09/07/2004 Date Data Arrived at EDR: 09/07/2004 Date Made Active in Reports: 10/12/2004 Number of Days to Update: 35 Source: California Regional Water Quality Control Board Los Angeles Region (4) Telephone: 213-576-6710 Last EDR Contact: 09/06/2011 Next Scheduled EDR Contact: 12/19/2011 Data Release Frequency: No Update Planned LUST REG 3: Leaking Underground Storage Tank Database Leaking Underground Storage Tank locations. Monterey, San Benito, San Luis Obispo, Santa Barbara, Santa Cruz counties. Date of Government Version: 05/19/2003 Date Data Arrived at EDR: 05/19/2003 Date Made Active in Reports: 06/02/2003 Number of Days to Update: 14 Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-542-4786 Last EDR Contact: 07/18/2011 Next Scheduled EDR Contact: 10/31/2011 Data Release Frequency: No Update Planned LUST REG 2: Fuel Leak List Leaking Underground Storage Tank locations. Alameda, Contra Costa, Marin, Napa, San Francisco, San Mateo, Santa Clara, Solano, Sonoma counties. Date of Government Version: 09/30/2004 Date Data Arrived at EDR: 10/20/2004 Date Made Active in Reports: 11/19/2004 Number of Days to Update: 30 Source: California Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510-622-2433 Last EDR Contact: 09/19/2011 Next Scheduled EDR Contact: 01/02/2012 Data Release Frequency: Quarterly LUST REG 1: Active Toxic Site Investigation Del Norte, Humboldt, Lake, Mendocino, Modoc, Siskiyou, Sonoma, Trinity counties. For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 02/01/2001 Date Data Arrived at EDR: 02/28/2001 Date Made Active in Reports: 03/29/2001 Number of Days to Update: 29 Source: California Regional Water Quality Control Board North Coast (1) Telephone: 707-570-3769 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned LUST REG 6L: Leaking Underground Storage Tank Case Listing For more current information, please refer to the State Water Resources Control Board’s LUST database. TC4999128.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 09/09/2003 Date Data Arrived at EDR: 09/10/2003 Date Made Active in Reports: 10/07/2003 Number of Days to Update: 27 Source: California Regional Water Quality Control Board Lahontan Region (6) Telephone: 530-542-5572 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: No Update Planned LUST REG 5: Leaking Underground Storage Tank Database Leaking Underground Storage Tank locations. Alameda, Alpine, Amador, Butte, Colusa, Contra Costa, Calveras, El Dorado, Fresno, Glenn, Kern, Kings, Lake, Lassen, Madera, Mariposa, Merced, Modoc, Napa, Nevada, Placer, Plumas, Sacramento, San Joaquin, Shasta, Solano, Stanislaus, Sutter, Tehama, Tulare, Tuolumne, Yolo, Yuba counties. Date of Government Version: 07/01/2008 Date Data Arrived at EDR: 07/22/2008 Date Made Active in Reports: 07/31/2008 Number of Days to Update: 9 Source: California Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-4834 Last EDR Contact: 07/01/2011 Next Scheduled EDR Contact: 10/17/2011 Data Release Frequency: No Update Planned LUST REG 7: Leaking Underground Storage Tank Case Listing Leaking Underground Storage Tank locations. Imperial, Riverside, San Diego, Santa Barbara counties. Date of Government Version: 02/26/2004 Date Data Arrived at EDR: 02/26/2004 Date Made Active in Reports: 03/24/2004 Number of Days to Update: 27 Source: California Regional Water Quality Control Board Colorado River Basin Region (7) Telephone: 760-776-8943 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned LUST REG 8: Leaking Underground Storage Tanks California Regional Water Quality Control Board Santa Ana Region (8). For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 02/14/2005 Date Data Arrived at EDR: 02/15/2005 Date Made Active in Reports: 03/28/2005 Number of Days to Update: 41 Source: California Regional Water Quality Control Board Santa Ana Region (8) Telephone: 909-782-4496 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: Varies LUST REG 9: Leaking Underground Storage Tank Report Orange, Riverside, San Diego counties. For more current information, please refer to the State Water Resources Control Board’s LUST database. Date of Government Version: 03/01/2001 Date Data Arrived at EDR: 04/23/2001 Date Made Active in Reports: 05/21/2001 Number of Days to Update: 28 Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-637-5595 Last EDR Contact: 09/26/2011 Next Scheduled EDR Contact: 01/09/2012 Data Release Frequency: No Update Planned INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 11/14/2016 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 10/14/2016 Date Data Arrived at EDR: 01/27/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 98 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Semi-Annually TC4999128.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 10/07/2016 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Quarterly INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 10/06/2016 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Quarterly INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 10/01/2016 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 11/14/2016 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 10/17/2016 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Quarterly INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 09/01/2016 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies SLIC: Statewide SLIC Cases (GEOTRACKER) Cleanup Program Sites (CPS; also known as Site Cleanups [SC] and formerly known as Spills, Leaks, Investigations, and Cleanups [SLIC] sites) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater. Date of Government Version: 03/13/2017 Date Data Arrived at EDR: 03/14/2017 Date Made Active in Reports: 05/02/2017 Number of Days to Update: 49 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 06/14/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Varies TC4999128.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SLIC REG 1: Active Toxic Site Investigations The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 04/03/2003 Date Data Arrived at EDR: 04/07/2003 Date Made Active in Reports: 04/25/2003 Number of Days to Update: 18 Source: California Regional Water Quality Control Board, North Coast Region (1) Telephone: 707-576-2220 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned SLIC REG 2: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/30/2004 Date Data Arrived at EDR: 10/20/2004 Date Made Active in Reports: 11/19/2004 Number of Days to Update: 30 Source: Regional Water Quality Control Board San Francisco Bay Region (2) Telephone: 510-286-0457 Last EDR Contact: 09/19/2011 Next Scheduled EDR Contact: 01/02/2012 Data Release Frequency: Quarterly SLIC REG 3: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 05/18/2006 Date Data Arrived at EDR: 05/18/2006 Date Made Active in Reports: 06/15/2006 Number of Days to Update: 28 Source: California Regional Water Quality Control Board Central Coast Region (3) Telephone: 805-549-3147 Last EDR Contact: 07/18/2011 Next Scheduled EDR Contact: 10/31/2011 Data Release Frequency: Semi-Annually SLIC REG 4: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 11/17/2004 Date Data Arrived at EDR: 11/18/2004 Date Made Active in Reports: 01/04/2005 Number of Days to Update: 47 Source: Region Water Quality Control Board Los Angeles Region (4) Telephone: 213-576-6600 Last EDR Contact: 07/01/2011 Next Scheduled EDR Contact: 10/17/2011 Data Release Frequency: Varies SLIC REG 5: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 04/01/2005 Date Data Arrived at EDR: 04/05/2005 Date Made Active in Reports: 04/21/2005 Number of Days to Update: 16 Source: Regional Water Quality Control Board Central Valley Region (5) Telephone: 916-464-3291 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: Semi-Annually SLIC REG 6V: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 05/24/2005 Date Data Arrived at EDR: 05/25/2005 Date Made Active in Reports: 06/16/2005 Number of Days to Update: 22 Source: Regional Water Quality Control Board, Victorville Branch Telephone: 619-241-6583 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: Semi-Annually TC4999128.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SLIC REG 6L: SLIC Sites The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/07/2004 Date Data Arrived at EDR: 09/07/2004 Date Made Active in Reports: 10/12/2004 Number of Days to Update: 35 Source: California Regional Water Quality Control Board, Lahontan Region Telephone: 530-542-5574 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned SLIC REG 7: SLIC List The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 11/24/2004 Date Data Arrived at EDR: 11/29/2004 Date Made Active in Reports: 01/04/2005 Number of Days to Update: 36 Source: California Regional Quality Control Board, Colorado River Basin Region Telephone: 760-346-7491 Last EDR Contact: 08/01/2011 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency: No Update Planned SLIC REG 8: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 04/03/2008 Date Data Arrived at EDR: 04/03/2008 Date Made Active in Reports: 04/14/2008 Number of Days to Update: 11 Source: California Region Water Quality Control Board Santa Ana Region (8) Telephone: 951-782-3298 Last EDR Contact: 09/12/2011 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency: Semi-Annually SLIC REG 9: Spills, Leaks, Investigation & Cleanup Cost Recovery Listing The SLIC (Spills, Leaks, Investigations and Cleanup) program is designed to protect and restore water quality from spills, leaks, and similar discharges. Date of Government Version: 09/10/2007 Date Data Arrived at EDR: 09/11/2007 Date Made Active in Reports: 09/28/2007 Number of Days to Update: 17 Source: California Regional Water Quality Control Board San Diego Region (9) Telephone: 858-467-2980 Last EDR Contact: 08/08/2011 Next Scheduled EDR Contact: 11/21/2011 Data Release Frequency: Annually State and tribal registered storage tank lists FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 01/01/2010 Date Data Arrived at EDR: 02/16/2010 Date Made Active in Reports: 04/12/2010 Number of Days to Update: 55 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 07/14/2017 Next Scheduled EDR Contact: 10/23/2017 Data Release Frequency: Varies UST: Active UST Facilities Active UST facilities gathered from the local regulatory agencies Date of Government Version: 03/12/2017 Date Data Arrived at EDR: 03/16/2017 Date Made Active in Reports: 05/12/2017 Number of Days to Update: 57 Source: SWRCB Telephone: 916-341-5851 Last EDR Contact: 06/14/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Semi-Annually TC4999128.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING AST: Aboveground Petroleum Storage Tank Facilities A listing of aboveground storage tank petroleum storage tank locations. Date of Government Version: 07/06/2016 Date Data Arrived at EDR: 07/12/2016 Date Made Active in Reports: 09/19/2016 Number of Days to Update: 69 Source: California Environmental Protection Agency Telephone: 916-327-5092 Last EDR Contact: 06/21/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Quarterly INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 01/14/2017 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes). Date of Government Version: 10/01/2016 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Semi-Annually INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 09/01/2016 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). Date of Government Version: 10/17/2016 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Quarterly INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). Date of Government Version: 10/06/2016 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Quarterly TC4999128.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). Date of Government Version: 11/14/2016 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations) Date of Government Version: 10/14/2016 Date Data Arrived at EDR: 01/27/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 98 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Semi-Annually INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). Date of Government Version: 10/07/2016 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Quarterly State and tribal voluntary cleanup sites INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version: 07/27/2015 Date Data Arrived at EDR: 09/29/2015 Date Made Active in Reports: 02/18/2016 Number of Days to Update: 142 Source: EPA, Region 1 Telephone: 617-918-1102 Last EDR Contact: 06/27/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Varies INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version: 03/20/2008 Date Data Arrived at EDR: 04/22/2008 Date Made Active in Reports: 05/19/2008 Number of Days to Update: 27 Source: EPA, Region 7 Telephone: 913-551-7365 Last EDR Contact: 04/20/2009 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: Varies VCP: Voluntary Cleanup Program Properties Contains low threat level properties with either confirmed or unconfirmed releases and the project proponents have request that DTSC oversee investigation and/or cleanup activities and have agreed to provide coverage for DTSC’s costs. Date of Government Version: 01/30/2017 Date Data Arrived at EDR: 01/31/2017 Date Made Active in Reports: 05/23/2017 Number of Days to Update: 112 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 05/02/2017 Next Scheduled EDR Contact: 08/14/2017 Data Release Frequency: Quarterly TC4999128.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING State and tribal Brownfields sites BROWNFIELDS: Considered Brownfieds Sites Listing A listing of sites the SWRCB considers to be Brownfields since these are sites have come to them through the MOA Process. Date of Government Version: 01/03/2017 Date Data Arrived at EDR: 01/04/2017 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 57 Source: State Water Resources Control Board Telephone: 916-323-7905 Last EDR Contact: 06/28/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Varies ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. Date of Government Version: 03/02/2017 Date Data Arrived at EDR: 03/02/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 36 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 06/20/2017 Next Scheduled EDR Contact: 10/02/2017 Data Release Frequency: Semi-Annually Local Lists of Landfill / Solid Waste Disposal Sites WMUDS/SWAT: Waste Management Unit Database Waste Management Unit Database System. WMUDS is used by the State Water Resources Control Board staff and the Regional Water Quality Control Boards for program tracking and inventory of waste management units. WMUDS is composed of the following databases: Facility Information, Scheduled Inspections Information, Waste Management Unit Information, SWAT Program Information, SWAT Report Summary Information, SWAT Report Summary Data, Chapter 15 (formerly Subchapter 15) Information, Chapter 15 Monitoring Parameters, TPCA Program Information, RCRA Program Information, Closure Information, and Interested Parties Information. Date of Government Version: 04/01/2000 Date Data Arrived at EDR: 04/10/2000 Date Made Active in Reports: 05/10/2000 Number of Days to Update: 30 Source: State Water Resources Control Board Telephone: 916-227-4448 Last EDR Contact: 05/05/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: No Update Planned SWRCY: Recycler Database A listing of recycling facilities in California. Date of Government Version: 03/13/2017 Date Data Arrived at EDR: 03/14/2017 Date Made Active in Reports: 05/03/2017 Number of Days to Update: 50 Source: Department of Conservation Telephone: 916-323-3836 Last EDR Contact: 06/14/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Quarterly HAULERS: Registered Waste Tire Haulers Listing A listing of registered waste tire haulers. TC4999128.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 01/13/2017 Date Data Arrived at EDR: 01/17/2017 Date Made Active in Reports: 05/31/2017 Number of Days to Update: 134 Source: Integrated Waste Management Board Telephone: 916-341-6422 Last EDR Contact: 05/15/2017 Next Scheduled EDR Contact: 08/28/2017 Data Release Frequency: Varies INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 05/01/2017 Next Scheduled EDR Contact: 08/14/2017 Data Release Frequency: Varies ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/09/2004 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 01/12/2009 Date Data Arrived at EDR: 05/07/2009 Date Made Active in Reports: 09/21/2009 Number of Days to Update: 137 Source: EPA, Region 9 Telephone: 415-947-4219 Last EDR Contact: 04/24/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: No Update Planned IHS OPEN DUMPS: Open Dumps on Indian Land A listing of all open dumps located on Indian Land in the United States. Date of Government Version: 04/01/2014 Date Data Arrived at EDR: 08/06/2014 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 176 Source: Department of Health & Human Serivces, Indian Health Service Telephone: 301-443-1452 Last EDR Contact: 05/05/2017 Next Scheduled EDR Contact: 08/14/2017 Data Release Frequency: Varies Local Lists of Hazardous waste / Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. Date of Government Version: 02/09/2017 Date Data Arrived at EDR: 03/08/2017 Date Made Active in Reports: 06/09/2017 Number of Days to Update: 93 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 02/28/2017 Next Scheduled EDR Contact: 06/12/2017 Data Release Frequency: No Update Planned HIST CAL-SITES: Calsites Database The Calsites database contains potential or confirmed hazardous substance release properties. In 1996, California EPA reevaluated and significantly reduced the number of sites in the Calsites database. No longer updated by the state agency. It has been replaced by ENVIROSTOR. TC4999128.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 08/08/2005 Date Data Arrived at EDR: 08/03/2006 Date Made Active in Reports: 08/24/2006 Number of Days to Update: 21 Source: Department of Toxic Substance Control Telephone: 916-323-3400 Last EDR Contact: 02/23/2009 Next Scheduled EDR Contact: 05/25/2009 Data Release Frequency: No Update Planned SCH: School Property Evaluation Program This category contains proposed and existing school sites that are being evaluated by DTSC for possible hazardous materials contamination. In some cases, these properties may be listed in the CalSites category depending on the level of threat to public health and safety or the environment they pose. Date of Government Version: 01/30/2017 Date Data Arrived at EDR: 01/31/2017 Date Made Active in Reports: 05/23/2017 Number of Days to Update: 112 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 05/02/2017 Next Scheduled EDR Contact: 08/14/2017 Data Release Frequency: Quarterly CDL: Clandestine Drug Labs A listing of drug lab locations. Listing of a location in this database does not indicate that any illegal drug lab materials were or were not present there, and does not constitute a determination that the location either requires or does not require additional cleanup work. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 03/17/2017 Date Made Active in Reports: 05/10/2017 Number of Days to Update: 54 Source: Department of Toxic Substances Control Telephone: 916-255-6504 Last EDR Contact: 07/14/2017 Next Scheduled EDR Contact: 10/23/2017 Data Release Frequency: Varies TOXIC PITS: Toxic Pits Cleanup Act Sites Toxic PITS Cleanup Act Sites. TOXIC PITS identifies sites suspected of containing hazardous substances where cleanup has not yet been completed. Date of Government Version: 07/01/1995 Date Data Arrived at EDR: 08/30/1995 Date Made Active in Reports: 09/26/1995 Number of Days to Update: 27 Source: State Water Resources Control Board Telephone: 916-227-4364 Last EDR Contact: 01/26/2009 Next Scheduled EDR Contact: 04/27/2009 Data Release Frequency: No Update Planned US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department") provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 02/09/2017 Date Data Arrived at EDR: 03/08/2017 Date Made Active in Reports: 06/09/2017 Number of Days to Update: 93 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 05/31/2017 Next Scheduled EDR Contact: 09/11/2017 Data Release Frequency: Quarterly Local Lists of Registered Storage Tanks SWEEPS UST: SWEEPS UST Listing Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990’s. The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list. TC4999128.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 06/01/1994 Date Data Arrived at EDR: 07/07/2005 Date Made Active in Reports: 08/11/2005 Number of Days to Update: 35 Source: State Water Resources Control Board Telephone: N/A Last EDR Contact: 06/03/2005 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned UST MENDOCINO: Mendocino County UST Database A listing of underground storage tank locations in Mendocino County. Date of Government Version: 03/09/2017 Date Data Arrived at EDR: 03/17/2017 Date Made Active in Reports: 05/23/2017 Number of Days to Update: 67 Source: Department of Public Health Telephone: 707-463-4466 Last EDR Contact: 05/24/2017 Next Scheduled EDR Contact: 09/11/2017 Data Release Frequency: Annually HIST UST: Hazardous Substance Storage Container Database The Hazardous Substance Storage Container Database is a historical listing of UST sites. Refer to local/county source for current data. Date of Government Version: 10/15/1990 Date Data Arrived at EDR: 01/25/1991 Date Made Active in Reports: 02/12/1991 Number of Days to Update: 18 Source: State Water Resources Control Board Telephone: 916-341-5851 Last EDR Contact: 07/26/2001 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned CA FID UST: Facility Inventory Database The Facility Inventory Database (FID) contains a historical listing of active and inactive underground storage tank locations from the State Water Resource Control Board. Refer to local/county source for current data. Date of Government Version: 10/31/1994 Date Data Arrived at EDR: 09/05/1995 Date Made Active in Reports: 09/29/1995 Number of Days to Update: 24 Source: California Environmental Protection Agency Telephone: 916-341-5851 Last EDR Contact: 12/28/1998 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Local Land Records LIENS: Environmental Liens Listing A listing of property locations with environmental liens for California where DTSC is a lien holder. Date of Government Version: 03/06/2017 Date Data Arrived at EDR: 03/07/2017 Date Made Active in Reports: 04/21/2017 Number of Days to Update: 45 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 06/02/2017 Next Scheduled EDR Contact: 09/18/2017 Data Release Frequency: Varies LIENS 2: CERCLA Lien Information A Federal CERCLA (’Superfund’) lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version: 02/18/2014 Date Data Arrived at EDR: 03/18/2014 Date Made Active in Reports: 04/24/2014 Number of Days to Update: 37 Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 06/09/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies DEED: Deed Restriction Listing TC4999128.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Site Mitigation and Brownfields Reuse Program Facility Sites with Deed Restrictions & Hazardous Waste Management Program Facility Sites with Deed / Land Use Restriction. The DTSC Site Mitigation and Brownfields Reuse Program (SMBRP) list includes sites cleaned up under the program’s oversight and generally does not include current or former hazardous waste facilities that required a hazardous waste facility permit. The list represents deed restrictions that are active. Some sites have multiple deed restrictions. The DTSC Hazardous Waste Management Program (HWMP) has developed a list of current or former hazardous waste facilities that have a recorded land use restriction at the local county recorder’s office. The land use restrictions on this list were required by the DTSC HWMP as a result of the presence of hazardous substances that remain on site after the facility (or part of the facility) has been closed or cleaned up. The types of land use restriction include deed notice, deed restriction, or a land use restriction that binds current and future owners. Date of Government Version: 03/06/2017 Date Data Arrived at EDR: 03/07/2017 Date Made Active in Reports: 05/23/2017 Number of Days to Update: 77 Source: DTSC and SWRCB Telephone: 916-323-3400 Last EDR Contact: 06/06/2017 Next Scheduled EDR Contact: 09/18/2017 Data Release Frequency: Semi-Annually Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version: 12/28/2016 Date Data Arrived at EDR: 12/28/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 37 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 06/28/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Annually CHMIRS: California Hazardous Material Incident Report System California Hazardous Material Incident Reporting System. CHMIRS contains information on reported hazardous material incidents (accidental releases or spills). Date of Government Version: 12/06/2016 Date Data Arrived at EDR: 01/25/2017 Date Made Active in Reports: 05/10/2017 Number of Days to Update: 105 Source: Office of Emergency Services Telephone: 916-845-8400 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies LDS: Land Disposal Sites Listing (GEOTRACKER) Land Disposal sites (Landfills) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater. Date of Government Version: 03/13/2017 Date Data Arrived at EDR: 03/14/2017 Date Made Active in Reports: 05/02/2017 Number of Days to Update: 49 Source: State Water Qualilty Control Board Telephone: 866-480-1028 Last EDR Contact: 06/14/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Quarterly MCS: Military Cleanup Sites Listing (GEOTRACKER) Military sites (consisting of: Military UST sites; Military Privatized sites; and Military Cleanup sites [formerly known as DoD non UST]) included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater. Date of Government Version: 03/13/2017 Date Data Arrived at EDR: 03/14/2017 Date Made Active in Reports: 05/02/2017 Number of Days to Update: 49 Source: State Water Resources Control Board Telephone: 866-480-1028 Last EDR Contact: 06/14/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Quarterly TC4999128.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically, they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 06/06/2012 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 02/22/2013 Number of Days to Update: 50 Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Other Ascertainable Records RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated RCRAInfo is EPA’s comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non-Generators do not presently generate hazardous waste. Date of Government Version: 12/12/2016 Date Data Arrived at EDR: 12/28/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 44 Source: Environmental Protection Agency Telephone: (415) 495-8895 Last EDR Contact: 06/29/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Varies FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 01/31/2015 Date Data Arrived at EDR: 07/08/2015 Date Made Active in Reports: 10/13/2015 Number of Days to Update: 97 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 02/24/2017 Next Scheduled EDR Contact: 06/05/2017 Data Release Frequency: Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 11/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 07/12/2017 Next Scheduled EDR Contact: 10/23/2017 Data Release Frequency: Semi-Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River, National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 02/06/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 339 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 07/14/2017 Next Scheduled EDR Contact: 10/23/2017 Data Release Frequency: N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. TC4999128.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 01/01/2017 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 63 Source: Environmental Protection Agency Telephone: 615-532-8599 Last EDR Contact: 05/19/2017 Next Scheduled EDR Contact: 08/28/2017 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post-closure care of their facilities. Date of Government Version: 02/13/2017 Date Data Arrived at EDR: 02/15/2017 Date Made Active in Reports: 05/12/2017 Number of Days to Update: 86 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 05/17/2017 Next Scheduled EDR Contact: 08/28/2017 Data Release Frequency: Quarterly EPA WATCH LIST: EPA WATCH LIST EPA maintains a "Watch List" to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved. Date of Government Version: 08/30/2013 Date Data Arrived at EDR: 03/21/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 617-520-3000 Last EDR Contact: 05/08/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version: 04/22/2013 Date Data Arrived at EDR: 03/03/2015 Date Made Active in Reports: 03/09/2015 Number of Days to Update: 6 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 05/05/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2012 Date Data Arrived at EDR: 01/15/2015 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 14 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 06/21/2017 Next Scheduled EDR Contact: 10/02/2017 Data Release Frequency: Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. TC4999128.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 11/24/2015 Date Made Active in Reports: 04/05/2016 Number of Days to Update: 133 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 05/26/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. Date of Government Version: 12/31/2009 Date Data Arrived at EDR: 12/10/2010 Date Made Active in Reports: 02/25/2011 Number of Days to Update: 77 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 04/26/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Annually ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 11/25/2013 Date Data Arrived at EDR: 12/12/2013 Date Made Active in Reports: 02/24/2014 Number of Days to Update: 74 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 06/09/2017 Next Scheduled EDR Contact: 09/18/2017 Data Release Frequency: Annually RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur. Date of Government Version: 02/01/2017 Date Data Arrived at EDR: 02/09/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 04/21/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/1995 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: 06/02/2008 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned TC4999128.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 10/25/2013 Date Data Arrived at EDR: 10/17/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 3 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 06/06/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB’s who are required to notify the EPA of such activities. Date of Government Version: 01/20/2016 Date Data Arrived at EDR: 04/28/2016 Date Made Active in Reports: 09/02/2016 Number of Days to Update: 127 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 04/10/2017 Next Scheduled EDR Contact: 07/24/2017 Data Release Frequency: Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 11/18/2016 Date Data Arrived at EDR: 11/23/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 07/07/2017 Next Scheduled EDR Contact: 10/23/2017 Data Release Frequency: Quarterly FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right-to-Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Telephone: 202-566-1667 Last EDR Contact: 05/19/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Quarterly FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 05/19/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Quarterly MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 08/30/2016 Date Data Arrived at EDR: 09/08/2016 Date Made Active in Reports: 10/21/2016 Number of Days to Update: 43 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 05/08/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Quarterly TC4999128.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 08/07/2009 Date Made Active in Reports: 10/22/2009 Number of Days to Update: 76 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 06/05/2017 Next Scheduled EDR Contact: 09/18/2017 Data Release Frequency: Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version: 07/01/2014 Date Data Arrived at EDR: 09/10/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 06/05/2017 Next Scheduled EDR Contact: 09/18/2017 Data Release Frequency: Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 02/01/2011 Date Data Arrived at EDR: 10/19/2011 Date Made Active in Reports: 01/10/2012 Number of Days to Update: 83 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 04/28/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. Date of Government Version: 01/04/2017 Date Data Arrived at EDR: 01/06/2017 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 35 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 07/12/2017 Next Scheduled EDR Contact: 10/16/2017 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. TC4999128.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2008 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 07/31/2012 Date Data Arrived at EDR: 08/07/2012 Date Made Active in Reports: 09/18/2012 Number of Days to Update: 42 Source: Department of Transporation, Office of Pipeline Safety Telephone: 202-366-4595 Last EDR Contact: 05/02/2017 Next Scheduled EDR Contact: 08/14/2017 Data Release Frequency: Varies CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 09/30/2016 Date Data Arrived at EDR: 11/18/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 77 Source: Department of Justice, Consent Decree Library Telephone: Varies Last EDR Contact: 06/21/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2013 Date Data Arrived at EDR: 02/24/2015 Date Made Active in Reports: 09/30/2015 Number of Days to Update: 218 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 05/26/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Biennially INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 07/14/2015 Date Made Active in Reports: 01/10/2017 Number of Days to Update: 546 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 07/11/2017 Next Scheduled EDR Contact: 10/23/2017 Data Release Frequency: Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations. Date of Government Version: 12/23/2016 Date Data Arrived at EDR: 12/27/2016 Date Made Active in Reports: 02/17/2017 Number of Days to Update: 52 Source: Department of Energy Telephone: 202-586-3559 Last EDR Contact: 05/05/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand-like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. TC4999128.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 09/14/2010 Date Data Arrived at EDR: 10/07/2011 Date Made Active in Reports: 03/01/2012 Number of Days to Update: 146 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 05/22/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 12/05/2016 Date Data Arrived at EDR: 01/05/2017 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 36 Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 07/07/2017 Next Scheduled EDR Contact: 10/16/2017 Data Release Frequency: Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub-system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 06/21/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 06/21/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Annually US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 02/08/2017 Date Data Arrived at EDR: 02/28/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 38 Source: Department of Labor, Mine Safety and Health Administration Telephone: 303-231-5959 Last EDR Contact: 05/31/2017 Next Scheduled EDR Contact: 09/11/2017 Data Release Frequency: Semi-Annually US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such as gold, silver, copper, zinc, and lead) metal mines in the United States. TC4999128.2s Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/05/2005 Date Data Arrived at EDR: 02/29/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 49 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 05/31/2017 Next Scheduled EDR Contact: 09/11/2017 Data Release Frequency: Varies US MINES 3: Active Mines & Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version: 04/14/2011 Date Data Arrived at EDR: 06/08/2011 Date Made Active in Reports: 09/13/2011 Number of Days to Update: 97 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 06/02/2017 Next Scheduled EDR Contact: 09/11/2017 Data Release Frequency: Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. Date of Government Version: 03/14/2017 Date Data Arrived at EDR: 03/17/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 21 Source: Department of Interior Telephone: 202-208-2609 Last EDR Contact: 06/09/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Quarterly FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and ’pointers’ to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C-DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 04/04/2017 Date Data Arrived at EDR: 04/07/2017 Date Made Active in Reports: 05/12/2017 Number of Days to Update: 35 Source: EPA Telephone: (415) 947-8000 Last EDR Contact: 06/07/2017 Next Scheduled EDR Contact: 09/18/2017 Data Release Frequency: Quarterly ECHO: Enforcement & Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version: 03/19/2017 Date Data Arrived at EDR: 03/21/2017 Date Made Active in Reports: 05/12/2017 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 202-564-2280 Last EDR Contact: 06/07/2017 Next Scheduled EDR Contact: 09/18/2017 Data Release Frequency: Quarterly UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 10/25/2015 Date Data Arrived at EDR: 01/29/2016 Date Made Active in Reports: 04/05/2016 Number of Days to Update: 67 Source: Department of Defense Telephone: 571-373-0407 Last EDR Contact: 07/17/2017 Next Scheduled EDR Contact: 10/30/2017 Data Release Frequency: Varies TC4999128.2s Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version: 06/02/2016 Date Data Arrived at EDR: 06/03/2016 Date Made Active in Reports: 09/02/2016 Number of Days to Update: 91 Source: Environmental Protection Agency Telephone: 202-564-0527 Last EDR Contact: 05/24/2017 Next Scheduled EDR Contact: 09/11/2017 Data Release Frequency: Varies FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels Programs. All companies now are required to submit new and updated registrations. Date of Government Version: 02/22/2017 Date Data Arrived at EDR: 02/22/2017 Date Made Active in Reports: 05/12/2017 Number of Days to Update: 79 Source: EPA Telephone: 800-385-6164 Last EDR Contact: 05/24/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Quarterly CA BOND EXP. PLAN: Bond Expenditure Plan Department of Health Services developed a site-specific expenditure plan as the basis for an appropriation of Hazardous Substance Cleanup Bond Act funds. It is not updated. Date of Government Version: 01/01/1989 Date Data Arrived at EDR: 07/27/1994 Date Made Active in Reports: 08/02/1994 Number of Days to Update: 6 Source: Department of Health Services Telephone: 916-255-2118 Last EDR Contact: 05/31/1994 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned CORTESE: "Cortese" Hazardous Waste & Substances Sites List The sites for the list are designated by the State Water Resource Control Board (LUST), the Integrated Waste Board (SWF/LS), and the Department of Toxic Substances Control (Cal-Sites). Date of Government Version: 12/28/2016 Date Data Arrived at EDR: 12/28/2016 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 64 Source: CAL EPA/Office of Emergency Information Telephone: 916-323-3400 Last EDR Contact: 06/28/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Quarterly DRYCLEANERS: Cleaner Facilities A list of drycleaner related facilities that have EPA ID numbers. These are facilities with certain SIC codes: power laundries, family and commercial; garment pressing and cleaner’s agents; linen supply; coin-operated laundries and cleaning; drycleaning plants, except rugs; carpet and upholster cleaning; industrial launderers; laundry and garment services. Date of Government Version: 03/09/2017 Date Data Arrived at EDR: 04/11/2017 Date Made Active in Reports: 05/23/2017 Number of Days to Update: 42 Source: Department of Toxic Substance Control Telephone: 916-327-4498 Last EDR Contact: 07/13/2017 Next Scheduled EDR Contact: 09/18/2017 Data Release Frequency: Annually EMI: Emissions Inventory Data Toxics and criteria pollutant emissions data collected by the ARB and local air pollution agencies. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 09/23/2016 Date Made Active in Reports: 10/24/2016 Number of Days to Update: 31 Source: California Air Resources Board Telephone: 916-322-2990 Last EDR Contact: 06/23/2017 Next Scheduled EDR Contact: 10/02/2017 Data Release Frequency: Varies TC4999128.2s Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING ENF: Enforcement Action Listing A listing of Water Board Enforcement Actions. Formal is everything except Oral/Verbal Communication, Notice of Violation, Expedited Payment Letter, and Staff Enforcement Letter. Date of Government Version: 01/23/2017 Date Data Arrived at EDR: 01/27/2017 Date Made Active in Reports: 05/25/2017 Number of Days to Update: 118 Source: State Water Resoruces Control Board Telephone: 916-445-9379 Last EDR Contact: 07/19/2017 Next Scheduled EDR Contact: 11/08/2017 Data Release Frequency: Varies Financial Assurance 1: Financial Assurance Information Listing Financial Assurance information Date of Government Version: 04/25/2016 Date Data Arrived at EDR: 04/29/2016 Date Made Active in Reports: 06/21/2016 Number of Days to Update: 53 Source: Department of Toxic Substances Control Telephone: 916-255-3628 Last EDR Contact: 06/02/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance information for solid waste facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post-closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay. Date of Government Version: 02/14/2017 Date Data Arrived at EDR: 02/17/2017 Date Made Active in Reports: 05/25/2017 Number of Days to Update: 97 Source: California Integrated Waste Management Board Telephone: 916-341-6066 Last EDR Contact: 05/15/2017 Next Scheduled EDR Contact: 08/28/2017 Data Release Frequency: Varies HAZNET: Facility and Manifest Data Facility and Manifest Data. The data is extracted from the copies of hazardous waste manifests received each year by the DTSC. The annual volume of manifests is typically 700,000 - 1,000,000 annually, representing approximately 350,000 - 500,000 shipments. Data are from the manifests submitted without correction, and therefore many contain some invalid values for data elements such as generator ID, TSD ID, waste category, and disposal method. This database begins with calendar year 1993. Date of Government Version: 12/31/2015 Date Data Arrived at EDR: 10/12/2016 Date Made Active in Reports: 12/15/2016 Number of Days to Update: 64 Source: California Environmental Protection Agency Telephone: 916-255-1136 Last EDR Contact: 07/12/2017 Next Scheduled EDR Contact: 10/23/2017 Data Release Frequency: Annually ICE: ICE Contains data pertaining to the Permitted Facilities with Inspections / Enforcements sites tracked in Envirostor. Date of Government Version: 11/21/2016 Date Data Arrived at EDR: 11/22/2016 Date Made Active in Reports: 01/23/2017 Number of Days to Update: 62 Source: Department of Toxic Subsances Control Telephone: 877-786-9427 Last EDR Contact: 05/24/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Quarterly HIST CORTESE: Hazardous Waste & Substance Site List The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWF/LS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency. Date of Government Version: 04/01/2001 Date Data Arrived at EDR: 01/22/2009 Date Made Active in Reports: 04/08/2009 Number of Days to Update: 76 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 01/22/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned TC4999128.2s Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING HWP: EnviroStor Permitted Facilities Listing Detailed information on permitted hazardous waste facilities and corrective action ("cleanups") tracked in EnviroStor. Date of Government Version: 11/21/2016 Date Data Arrived at EDR: 11/22/2016 Date Made Active in Reports: 01/23/2017 Number of Days to Update: 62 Source: Department of Toxic Substances Control Telephone: 916-323-3400 Last EDR Contact: 05/24/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Quarterly HWT: Registered Hazardous Waste Transporter Database A listing of hazardous waste transporters. In California, unless specifically exempted, it is unlawful for any person to transport hazardous wastes unless the person holds a valid registration issued by DTSC. A hazardous waste transporter registration is valid for one year and is assigned a unique registration number. Date of Government Version: 04/11/2017 Date Data Arrived at EDR: 04/13/2017 Date Made Active in Reports: 04/26/2017 Number of Days to Update: 13 Source: Department of Toxic Substances Control Telephone: 916-440-7145 Last EDR Contact: 07/12/2017 Next Scheduled EDR Contact: 10/23/2017 Data Release Frequency: Quarterly MINES: Mines Site Location Listing A listing of mine site locations from the Office of Mine Reclamation. Date of Government Version: 09/12/2016 Date Data Arrived at EDR: 09/14/2016 Date Made Active in Reports: 10/14/2016 Number of Days to Update: 30 Source: Department of Conservation Telephone: 916-322-1080 Last EDR Contact: 06/14/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Varies MWMP: Medical Waste Management Program Listing The Medical Waste Management Program (MWMP) ensures the proper handling and disposal of medical waste by permitting and inspecting medical waste Offsite Treatment Facilities (PDF) and Transfer Stations (PDF) throughout the state. MWMP also oversees all Medical Waste Transporters. Date of Government Version: 12/02/2016 Date Data Arrived at EDR: 12/06/2016 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 86 Source: Department of Public Health Telephone: 916-558-1784 Last EDR Contact: 06/06/2017 Next Scheduled EDR Contact: 09/18/2017 Data Release Frequency: Varies NPDES: NPDES Permits Listing A listing of NPDES permits, including stormwater. Date of Government Version: 11/14/2016 Date Data Arrived at EDR: 11/15/2016 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 107 Source: State Water Resources Control Board Telephone: 916-445-9379 Last EDR Contact: 05/17/2017 Next Scheduled EDR Contact: 08/28/2017 Data Release Frequency: Quarterly PEST LIC: Pesticide Regulation Licenses Listing A listing of licenses and certificates issued by the Department of Pesticide Regulation. The DPR issues licenses and/or certificates to: Persons and businesses that apply or sell pesticides; Pest control dealers and brokers; Persons who advise on agricultural pesticide applications. Date of Government Version: 12/06/2016 Date Data Arrived at EDR: 12/06/2016 Date Made Active in Reports: 03/03/2017 Number of Days to Update: 87 Source: Department of Pesticide Regulation Telephone: 916-445-4038 Last EDR Contact: 06/07/2017 Next Scheduled EDR Contact: 09/18/2017 Data Release Frequency: Quarterly TC4999128.2s Page GR-28 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING PROC: Certified Processors Database A listing of certified processors. Date of Government Version: 03/13/2017 Date Data Arrived at EDR: 03/14/2017 Date Made Active in Reports: 05/03/2017 Number of Days to Update: 50 Source: Department of Conservation Telephone: 916-323-3836 Last EDR Contact: 06/14/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Quarterly NOTIFY 65: Proposition 65 Records Listings of all Proposition 65 incidents reported to counties by the State Water Resources Control Board and the Regional Water Quality Control Board. This database is no longer updated by the reporting agency. Date of Government Version: 12/16/2016 Date Data Arrived at EDR: 12/22/2016 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 70 Source: State Water Resources Control Board Telephone: 916-445-3846 Last EDR Contact: 06/16/2017 Next Scheduled EDR Contact: 10/02/2017 Data Release Frequency: No Update Planned UIC: UIC Listing A listing of wells identified as underground injection wells, in the California Oil and Gas Wells database. Date of Government Version: 01/20/2017 Date Data Arrived at EDR: 03/14/2017 Date Made Active in Reports: 05/03/2017 Number of Days to Update: 50 Source: Deaprtment of Conservation Telephone: 916-445-2408 Last EDR Contact: 06/14/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Varies WASTEWATER PITS: Oil Wastewater Pits Listing Water officials discovered that oil producers have been dumping chemical-laden wastewater into hundreds of unlined pits that are operating without proper permits. Inspections completed by the Central Valley Regional Water Quality Control Board revealed the existence of previously unidentified waste sites. The water board?s review found that more than one-third of the region?s active disposal pits are operating without permission. Date of Government Version: 04/15/2015 Date Data Arrived at EDR: 04/17/2015 Date Made Active in Reports: 06/23/2015 Number of Days to Update: 67 Source: RWQCB, Central Valley Region Telephone: 559-445-5577 Last EDR Contact: 07/14/2017 Next Scheduled EDR Contact: 10/23/2017 Data Release Frequency: Varies WDS: Waste Discharge System Sites which have been issued waste discharge requirements. Date of Government Version: 06/19/2007 Date Data Arrived at EDR: 06/20/2007 Date Made Active in Reports: 06/29/2007 Number of Days to Update: 9 Source: State Water Resources Control Board Telephone: 916-341-5227 Last EDR Contact: 05/22/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Quarterly WIP: Well Investigation Program Case List Well Investigation Program case in the San Gabriel and San Fernando Valley area. Date of Government Version: 07/03/2009 Date Data Arrived at EDR: 07/21/2009 Date Made Active in Reports: 08/03/2009 Number of Days to Update: 13 Source: Los Angeles Water Quality Control Board Telephone: 213-576-6726 Last EDR Contact: 06/27/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Varies TC4999128.2s Page GR-29 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR’s researchers. Manufactured gas sites were used in the United States from the 1800’s to 1950’s to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned EDR Hist Auto: EDR Exclusive Historic Gas Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR Hist Cleaner: EDR Exclusive Historic Dry Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR’s review was limited to those categories of sources that might, in EDR’s opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR’s HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Resources Recycling and Recovery in California. TC4999128.2s Page GR-30 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 01/13/2014 Number of Days to Update: 196 Source: Department of Resources Recycling and Recovery Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the State Water Resources Control Board in California. Date of Government Version: N/A Date Data Arrived at EDR: 07/01/2013 Date Made Active in Reports: 12/30/2013 Number of Days to Update: 182 Source: State Water Resources Control Board Telephone: N/A Last EDR Contact: 06/01/2012 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies COUNTY RECORDS ALAMEDA COUNTY: Contaminated Sites A listing of contaminated sites overseen by the Toxic Release Program (oil and groundwater contamination from chemical releases and spills) and the Leaking Underground Storage Tank Program (soil and ground water contamination from leaking petroleum USTs). Date of Government Version: 04/10/2017 Date Data Arrived at EDR: 04/11/2017 Date Made Active in Reports: 05/12/2017 Number of Days to Update: 31 Source: Alameda County Environmental Health Services Telephone: 510-567-6700 Last EDR Contact: 07/07/2017 Next Scheduled EDR Contact: 10/23/2017 Data Release Frequency: Semi-Annually Underground Tanks Underground storage tank sites located in Alameda county. Date of Government Version: 04/10/2017 Date Data Arrived at EDR: 04/11/2017 Date Made Active in Reports: 05/02/2017 Number of Days to Update: 21 Source: Alameda County Environmental Health Services Telephone: 510-567-6700 Last EDR Contact: 07/07/2017 Next Scheduled EDR Contact: 04/24/2047 Data Release Frequency: Semi-Annually AMADOR COUNTY: CUPA Facility List Cupa Facility List Date of Government Version: 03/06/2017 Date Data Arrived at EDR: 03/08/2017 Date Made Active in Reports: 04/14/2017 Number of Days to Update: 37 Source: Amador County Environmental Health Telephone: 209-223-6439 Last EDR Contact: 06/16/2017 Next Scheduled EDR Contact: 09/18/2017 Data Release Frequency: Varies BUTTE COUNTY: CUPA Facility Listing Cupa facility list. TC4999128.2s Page GR-31 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 01/31/2017 Date Data Arrived at EDR: 02/07/2017 Date Made Active in Reports: 05/12/2017 Number of Days to Update: 94 Source: Public Health Department Telephone: 530-538-7149 Last EDR Contact: 07/19/2017 Next Scheduled EDR Contact: 10/23/2017 Data Release Frequency: No Update Planned CALVERAS COUNTY: CUPA Facility Listing Cupa Facility Listing Date of Government Version: 01/09/2017 Date Data Arrived at EDR: 01/11/2017 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 50 Source: Calveras County Environmental Health Telephone: 209-754-6399 Last EDR Contact: 06/27/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Quarterly COLUSA COUNTY: CUPA Facility List Cupa facility list. Date of Government Version: 02/23/2017 Date Data Arrived at EDR: 02/24/2017 Date Made Active in Reports: 05/12/2017 Number of Days to Update: 77 Source: Health & Human Services Telephone: 530-458-0396 Last EDR Contact: 06/02/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Varies CONTRA COSTA COUNTY: Site List List includes sites from the underground tank, hazardous waste generator and business plan/2185 programs. Date of Government Version: 11/17/2016 Date Data Arrived at EDR: 11/22/2016 Date Made Active in Reports: 01/26/2017 Number of Days to Update: 65 Source: Contra Costa Health Services Department Telephone: 925-646-2286 Last EDR Contact: 05/01/2017 Next Scheduled EDR Contact: 08/14/2017 Data Release Frequency: Semi-Annually DEL NORTE COUNTY: CUPA Facility List Cupa Facility list Date of Government Version: 01/31/2017 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 04/14/2017 Number of Days to Update: 70 Source: Del Norte County Environmental Health Division Telephone: 707-465-0426 Last EDR Contact: 05/01/2017 Next Scheduled EDR Contact: 08/14/2017 Data Release Frequency: Varies EL DORADO COUNTY: CUPA Facility List CUPA facility list. TC4999128.2s Page GR-32 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 02/24/2017 Date Data Arrived at EDR: 02/28/2017 Date Made Active in Reports: 05/12/2017 Number of Days to Update: 73 Source: El Dorado County Environmental Management Department Telephone: 530-621-6623 Last EDR Contact: 05/01/2017 Next Scheduled EDR Contact: 08/14/2017 Data Release Frequency: Varies FRESNO COUNTY: CUPA Resources List Certified Unified Program Agency. CUPA’s are responsible for implementing a unified hazardous materials and hazardous waste management regulatory program. The agency provides oversight of businesses that deal with hazardous materials, operate underground storage tanks or aboveground storage tanks. Date of Government Version: 04/06/2017 Date Data Arrived at EDR: 04/07/2017 Date Made Active in Reports: 05/17/2017 Number of Days to Update: 40 Source: Dept. of Community Health Telephone: 559-445-3271 Last EDR Contact: 06/29/2017 Next Scheduled EDR Contact: 10/16/2017 Data Release Frequency: Semi-Annually GLENN COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 12/02/2016 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 05/25/2017 Number of Days to Update: 111 Source: Glenn County Air Pollution Control District Telephone: 830-934-6500 Last EDR Contact: 04/24/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies HUMBOLDT COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 03/20/2017 Date Data Arrived at EDR: 03/21/2017 Date Made Active in Reports: 05/17/2017 Number of Days to Update: 57 Source: Humboldt County Environmental Health Telephone: N/A Last EDR Contact: 05/22/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Varies IMPERIAL COUNTY: CUPA Facility List Cupa facility list. Date of Government Version: 01/23/2017 Date Data Arrived at EDR: 01/25/2017 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 36 Source: San Diego Border Field Office Telephone: 760-339-2777 Last EDR Contact: 04/24/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies INYO COUNTY: TC4999128.2s Page GR-33 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List Cupa facility list. Date of Government Version: 03/09/2017 Date Data Arrived at EDR: 03/09/2017 Date Made Active in Reports: 05/25/2017 Number of Days to Update: 77 Source: Inyo County Environmental Health Services Telephone: 760-878-0238 Last EDR Contact: 06/02/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Varies KERN COUNTY: Underground Storage Tank Sites & Tank Listing Kern County Sites and Tanks Listing. Date of Government Version: 02/07/2017 Date Data Arrived at EDR: 02/10/2017 Date Made Active in Reports: 05/02/2017 Number of Days to Update: 81 Source: Kern County Environment Health Services Department Telephone: 661-862-8700 Last EDR Contact: 05/05/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Quarterly KINGS COUNTY: CUPA Facility List A listing of sites included in the county’s Certified Unified Program Agency database. California’s Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities. Date of Government Version: 03/06/2017 Date Data Arrived at EDR: 03/07/2017 Date Made Active in Reports: 05/17/2017 Number of Days to Update: 71 Source: Kings County Department of Public Health Telephone: 559-584-1411 Last EDR Contact: 05/22/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Varies LAKE COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 01/18/2017 Date Data Arrived at EDR: 01/20/2017 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 41 Source: Lake County Environmental Health Telephone: 707-263-1164 Last EDR Contact: 07/17/2017 Next Scheduled EDR Contact: 10/30/2017 Data Release Frequency: Varies LASSEN COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 11/30/2016 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 05/25/2017 Number of Days to Update: 111 Source: Lassen County Environmental Health Telephone: 530-251-8528 Last EDR Contact: 11/30/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies LOS ANGELES COUNTY: TC4999128.2s Page GR-34 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING San Gabriel Valley Areas of Concern San Gabriel Valley areas where VOC contamination is at or above the MCL as designated by region 9 EPA office. Date of Government Version: 03/30/2009 Date Data Arrived at EDR: 03/31/2009 Date Made Active in Reports: 10/23/2009 Number of Days to Update: 206 Source: EPA Region 9 Telephone: 415-972-3178 Last EDR Contact: 06/16/2017 Next Scheduled EDR Contact: 10/02/2017 Data Release Frequency: No Update Planned HMS: Street Number List Industrial Waste and Underground Storage Tank Sites. Date of Government Version: 11/14/2016 Date Data Arrived at EDR: 11/18/2016 Date Made Active in Reports: 01/23/2017 Number of Days to Update: 66 Source: Department of Public Works Telephone: 626-458-3517 Last EDR Contact: 07/07/2017 Next Scheduled EDR Contact: 10/23/2017 Data Release Frequency: Semi-Annually List of Solid Waste Facilities Solid Waste Facilities in Los Angeles County. Date of Government Version: 04/17/2017 Date Data Arrived at EDR: 04/18/2017 Date Made Active in Reports: 05/02/2017 Number of Days to Update: 14 Source: La County Department of Public Works Telephone: 818-458-5185 Last EDR Contact: 07/18/2017 Next Scheduled EDR Contact: 10/30/2017 Data Release Frequency: Varies City of Los Angeles Landfills Landfills owned and maintained by the City of Los Angeles. Date of Government Version: 01/01/2016 Date Data Arrived at EDR: 01/26/2016 Date Made Active in Reports: 03/22/2016 Number of Days to Update: 56 Source: Engineering & Construction Division Telephone: 213-473-7869 Last EDR Contact: 07/13/2017 Next Scheduled EDR Contact: 10/30/2017 Data Release Frequency: Varies Site Mitigation List Industrial sites that have had some sort of spill or complaint. Date of Government Version: 03/29/2016 Date Data Arrived at EDR: 04/06/2016 Date Made Active in Reports: 06/13/2016 Number of Days to Update: 68 Source: Community Health Services Telephone: 323-890-7806 Last EDR Contact: 07/17/2017 Next Scheduled EDR Contact: 10/30/2017 Data Release Frequency: Annually City of El Segundo Underground Storage Tank Underground storage tank sites located in El Segundo city. Date of Government Version: 01/17/2017 Date Data Arrived at EDR: 01/18/2017 Date Made Active in Reports: 05/10/2017 Number of Days to Update: 112 Source: City of El Segundo Fire Department Telephone: 310-524-2236 Last EDR Contact: 07/13/2017 Next Scheduled EDR Contact: 10/30/2017 Data Release Frequency: Semi-Annually City of Long Beach Underground Storage Tank Underground storage tank sites located in the city of Long Beach. Date of Government Version: 03/09/2017 Date Data Arrived at EDR: 03/10/2017 Date Made Active in Reports: 05/03/2017 Number of Days to Update: 54 Source: City of Long Beach Fire Department Telephone: 562-570-2563 Last EDR Contact: 04/24/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Annually TC4999128.2s Page GR-35 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING City of Torrance Underground Storage Tank Underground storage tank sites located in the city of Torrance. Date of Government Version: 01/10/2017 Date Data Arrived at EDR: 01/13/2017 Date Made Active in Reports: 05/03/2017 Number of Days to Update: 110 Source: City of Torrance Fire Department Telephone: 310-618-2973 Last EDR Contact: 07/07/2017 Next Scheduled EDR Contact: 10/23/2017 Data Release Frequency: Semi-Annually MADERA COUNTY: CUPA Facility List A listing of sites included in the county’s Certified Unified Program Agency database. California’s Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code. The Unified Program consolidates the administration, permits, inspections, and enforcement activities. Date of Government Version: 03/03/2017 Date Data Arrived at EDR: 03/07/2017 Date Made Active in Reports: 05/17/2017 Number of Days to Update: 71 Source: Madera County Environmental Health Telephone: 559-675-7823 Last EDR Contact: 05/22/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Varies MARIN COUNTY: Underground Storage Tank Sites Currently permitted USTs in Marin County. Date of Government Version: 03/31/2017 Date Data Arrived at EDR: 04/06/2017 Date Made Active in Reports: 05/03/2017 Number of Days to Update: 27 Source: Public Works Department Waste Management Telephone: 415-473-6647 Last EDR Contact: 06/29/2017 Next Scheduled EDR Contact: 10/16/2017 Data Release Frequency: Semi-Annually MERCED COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 02/22/2017 Date Data Arrived at EDR: 02/23/2017 Date Made Active in Reports: 05/17/2017 Number of Days to Update: 83 Source: Merced County Environmental Health Telephone: 209-381-1094 Last EDR Contact: 07/13/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Varies MONO COUNTY: CUPA Facility List CUPA Facility List Date of Government Version: 02/21/2017 Date Data Arrived at EDR: 03/02/2017 Date Made Active in Reports: 05/17/2017 Number of Days to Update: 76 Source: Mono County Health Department Telephone: 760-932-5580 Last EDR Contact: 05/24/2017 Next Scheduled EDR Contact: 09/11/2017 Data Release Frequency: Varies MONTEREY COUNTY: TC4999128.2s Page GR-36 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility Listing CUPA Program listing from the Environmental Health Division. Date of Government Version: 06/24/2016 Date Data Arrived at EDR: 06/27/2016 Date Made Active in Reports: 08/09/2016 Number of Days to Update: 43 Source: Monterey County Health Department Telephone: 831-796-1297 Last EDR Contact: 05/22/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Varies NAPA COUNTY: Sites With Reported Contamination A listing of leaking underground storage tank sites located in Napa county. Date of Government Version: 01/09/2017 Date Data Arrived at EDR: 01/11/2017 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 50 Source: Napa County Department of Environmental Management Telephone: 707-253-4269 Last EDR Contact: 05/24/2017 Next Scheduled EDR Contact: 09/11/2017 Data Release Frequency: No Update Planned Closed and Operating Underground Storage Tank Sites Underground storage tank sites located in Napa county. Date of Government Version: 03/15/2017 Date Data Arrived at EDR: 03/16/2017 Date Made Active in Reports: 05/09/2017 Number of Days to Update: 54 Source: Napa County Department of Environmental Management Telephone: 707-253-4269 Last EDR Contact: 05/24/2017 Next Scheduled EDR Contact: 09/11/2017 Data Release Frequency: No Update Planned NEVADA COUNTY: CUPA Facility List CUPA facility list. Date of Government Version: 02/09/2017 Date Data Arrived at EDR: 02/10/2017 Date Made Active in Reports: 05/17/2017 Number of Days to Update: 96 Source: Community Development Agency Telephone: 530-265-1467 Last EDR Contact: 05/01/2017 Next Scheduled EDR Contact: 08/14/2017 Data Release Frequency: Varies ORANGE COUNTY: List of Industrial Site Cleanups Petroleum and non-petroleum spills. Date of Government Version: 02/06/2017 Date Data Arrived at EDR: 02/10/2017 Date Made Active in Reports: 04/21/2017 Number of Days to Update: 70 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 05/08/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Annually List of Underground Storage Tank Cleanups Orange County Underground Storage Tank Cleanups (LUST). Date of Government Version: 11/04/2016 Date Data Arrived at EDR: 11/11/2016 Date Made Active in Reports: 01/23/2017 Number of Days to Update: 73 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 05/08/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Quarterly TC4999128.2s Page GR-37 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING List of Underground Storage Tank Facilities Orange County Underground Storage Tank Facilities (UST). Date of Government Version: 02/06/2017 Date Data Arrived at EDR: 02/07/2017 Date Made Active in Reports: 05/03/2017 Number of Days to Update: 85 Source: Health Care Agency Telephone: 714-834-3446 Last EDR Contact: 05/09/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Quarterly PLACER COUNTY: Master List of Facilities List includes aboveground tanks, underground tanks and cleanup sites. Date of Government Version: 09/02/2016 Date Data Arrived at EDR: 09/06/2016 Date Made Active in Reports: 10/14/2016 Number of Days to Update: 38 Source: Placer County Health and Human Services Telephone: 530-745-2363 Last EDR Contact: 06/02/2017 Next Scheduled EDR Contact: 09/18/2017 Data Release Frequency: Semi-Annually PLUMAS COUNTY: CUPA Facility List Plumas County CUPA Program facilities. Date of Government Version: 01/31/2017 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 05/25/2017 Number of Days to Update: 111 Source: Plumas County Environmental Health Telephone: 530-283-6355 Last EDR Contact: 06/29/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies RIVERSIDE COUNTY: Listing of Underground Tank Cleanup Sites Riverside County Underground Storage Tank Cleanup Sites (LUST). Date of Government Version: 04/18/2017 Date Data Arrived at EDR: 04/20/2017 Date Made Active in Reports: 04/21/2017 Number of Days to Update: 1 Source: Department of Environmental Health Telephone: 951-358-5055 Last EDR Contact: 06/19/2017 Next Scheduled EDR Contact: 10/02/2017 Data Release Frequency: Quarterly Underground Storage Tank Tank List Underground storage tank sites located in Riverside county. Date of Government Version: 01/19/2017 Date Data Arrived at EDR: 01/25/2017 Date Made Active in Reports: 05/03/2017 Number of Days to Update: 98 Source: Department of Environmental Health Telephone: 951-358-5055 Last EDR Contact: 06/19/2017 Next Scheduled EDR Contact: 10/02/2017 Data Release Frequency: Quarterly SACRAMENTO COUNTY: Toxic Site Clean-Up List List of sites where unauthorized releases of potentially hazardous materials have occurred. TC4999128.2s Page GR-38 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 11/07/2016 Date Data Arrived at EDR: 01/05/2017 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 56 Source: Sacramento County Environmental Management Telephone: 916-875-8406 Last EDR Contact: 07/06/2017 Next Scheduled EDR Contact: 10/16/2017 Data Release Frequency: Quarterly Master Hazardous Materials Facility List Any business that has hazardous materials on site - hazardous material storage sites, underground storage tanks, waste generators. Date of Government Version: 11/08/2016 Date Data Arrived at EDR: 01/05/2017 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 56 Source: Sacramento County Environmental Management Telephone: 916-875-8406 Last EDR Contact: 07/06/2017 Next Scheduled EDR Contact: 10/16/2017 Data Release Frequency: Quarterly SAN BENITO COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 11/30/2016 Date Data Arrived at EDR: 02/09/2017 Date Made Active in Reports: 05/25/2017 Number of Days to Update: 105 Source: San Benito County Environmental Health Telephone: N/A Last EDR Contact: 05/05/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Varies SAN BERNARDINO COUNTY: Hazardous Material Permits This listing includes underground storage tanks, medical waste handlers/generators, hazardous materials handlers, hazardous waste generators, and waste oil generators/handlers. Date of Government Version: 12/09/2016 Date Data Arrived at EDR: 12/13/2016 Date Made Active in Reports: 03/03/2017 Number of Days to Update: 80 Source: San Bernardino County Fire Department Hazardous Materials Division Telephone: 909-387-3041 Last EDR Contact: 05/08/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Quarterly SAN DIEGO COUNTY: Hazardous Materials Management Division Database The database includes: HE58 - This report contains the business name, site address, business phone number, establishment ’H’ permit number, type of permit, and the business status. HE17 - In addition to providing the same information provided in the HE58 listing, HE17 provides inspection dates, violations received by the establishment, hazardous waste generated, the quantity, method of storage, treatment/disposal of waste and the hauler, and information on underground storage tanks. Unauthorized Release List - Includes a summary of environmental contamination cases in San Diego County (underground tank cases, non-tank cases, groundwater contamination, and soil contamination are included.) Date of Government Version: 10/05/2016 Date Data Arrived at EDR: 12/06/2016 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 86 Source: Hazardous Materials Management Division Telephone: 619-338-2268 Last EDR Contact: 06/07/2017 Next Scheduled EDR Contact: 09/18/2017 Data Release Frequency: Quarterly TC4999128.2s Page GR-39 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Solid Waste Facilities San Diego County Solid Waste Facilities. Date of Government Version: 10/31/2015 Date Data Arrived at EDR: 11/07/2015 Date Made Active in Reports: 01/04/2016 Number of Days to Update: 58 Source: Department of Health Services Telephone: 619-338-2209 Last EDR Contact: 04/24/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies Environmental Case Listing The listing contains all underground tank release cases and projects pertaining to properties contaminated with hazardous substances that are actively under review by the Site Assessment and Mitigation Program. Date of Government Version: 03/23/2010 Date Data Arrived at EDR: 06/15/2010 Date Made Active in Reports: 07/09/2010 Number of Days to Update: 24 Source: San Diego County Department of Environmental Health Telephone: 619-338-2371 Last EDR Contact: 06/05/2017 Next Scheduled EDR Contact: 09/18/2017 Data Release Frequency: No Update Planned SAN FRANCISCO COUNTY: Local Oversite Facilities A listing of leaking underground storage tank sites located in San Francisco county. Date of Government Version: 09/19/2008 Date Data Arrived at EDR: 09/19/2008 Date Made Active in Reports: 09/29/2008 Number of Days to Update: 10 Source: Department Of Public Health San Francisco County Telephone: 415-252-3920 Last EDR Contact: 05/05/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Quarterly Underground Storage Tank Information Underground storage tank sites located in San Francisco county. Date of Government Version: 02/28/2017 Date Data Arrived at EDR: 03/02/2017 Date Made Active in Reports: 05/03/2017 Number of Days to Update: 62 Source: Department of Public Health Telephone: 415-252-3920 Last EDR Contact: 05/05/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Quarterly SAN JOAQUIN COUNTY: San Joaquin Co. UST A listing of underground storage tank locations in San Joaquin county. Date of Government Version: 03/21/2017 Date Data Arrived at EDR: 03/23/2017 Date Made Active in Reports: 05/09/2017 Number of Days to Update: 47 Source: Environmental Health Department Telephone: N/A Last EDR Contact: 06/16/2017 Next Scheduled EDR Contact: 10/02/2017 Data Release Frequency: Semi-Annually SAN LUIS OBISPO COUNTY: CUPA Facility List Cupa Facility List. Date of Government Version: 02/21/2017 Date Data Arrived at EDR: 02/21/2017 Date Made Active in Reports: 05/23/2017 Number of Days to Update: 91 Source: San Luis Obispo County Public Health Department Telephone: 805-781-5596 Last EDR Contact: 06/02/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Varies SAN MATEO COUNTY: TC4999128.2s Page GR-40 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Business Inventory List includes Hazardous Materials Business Plan, hazardous waste generators, and underground storage tanks. Date of Government Version: 03/15/2017 Date Data Arrived at EDR: 04/07/2017 Date Made Active in Reports: 05/10/2017 Number of Days to Update: 33 Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921 Last EDR Contact: 06/09/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Annually Fuel Leak List A listing of leaking underground storage tank sites located in San Mateo county. Date of Government Version: 03/15/2017 Date Data Arrived at EDR: 04/07/2017 Date Made Active in Reports: 04/21/2017 Number of Days to Update: 14 Source: San Mateo County Environmental Health Services Division Telephone: 650-363-1921 Last EDR Contact: 06/09/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Semi-Annually SANTA BARBARA COUNTY: CUPA Facility Listing CUPA Program Listing from the Environmental Health Services division. Date of Government Version: 09/08/2011 Date Data Arrived at EDR: 09/09/2011 Date Made Active in Reports: 10/07/2011 Number of Days to Update: 28 Source: Santa Barbara County Public Health Department Telephone: 805-686-8167 Last EDR Contact: 05/22/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Varies SANTA CLARA COUNTY: Cupa Facility List Cupa facility list Date of Government Version: 02/22/2017 Date Data Arrived at EDR: 02/23/2017 Date Made Active in Reports: 05/23/2017 Number of Days to Update: 89 Source: Department of Environmental Health Telephone: 408-918-1973 Last EDR Contact: 05/22/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Varies HIST LUST - Fuel Leak Site Activity Report A listing of open and closed leaking underground storage tanks. This listing is no longer updated by the county. Leaking underground storage tanks are now handled by the Department of Environmental Health. Date of Government Version: 03/29/2005 Date Data Arrived at EDR: 03/30/2005 Date Made Active in Reports: 04/21/2005 Number of Days to Update: 22 Source: Santa Clara Valley Water District Telephone: 408-265-2600 Last EDR Contact: 03/23/2009 Next Scheduled EDR Contact: 06/22/2009 Data Release Frequency: No Update Planned LOP Listing A listing of leaking underground storage tanks located in Santa Clara county. Date of Government Version: 03/03/2014 Date Data Arrived at EDR: 03/05/2014 Date Made Active in Reports: 03/18/2014 Number of Days to Update: 13 Source: Department of Environmental Health Telephone: 408-918-3417 Last EDR Contact: 05/24/2017 Next Scheduled EDR Contact: 09/11/2017 Data Release Frequency: Annually TC4999128.2s Page GR-41 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Hazardous Material Facilities Hazardous material facilities, including underground storage tank sites. Date of Government Version: 11/07/2016 Date Data Arrived at EDR: 11/10/2016 Date Made Active in Reports: 01/24/2017 Number of Days to Update: 75 Source: City of San Jose Fire Department Telephone: 408-535-7694 Last EDR Contact: 05/05/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Annually SANTA CRUZ COUNTY: CUPA Facility List CUPA facility listing. Date of Government Version: 01/21/2017 Date Data Arrived at EDR: 02/22/2017 Date Made Active in Reports: 05/23/2017 Number of Days to Update: 90 Source: Santa Cruz County Environmental Health Telephone: 831-464-2761 Last EDR Contact: 05/22/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Varies SHASTA COUNTY: CUPA Facility List Cupa Facility List. Date of Government Version: 03/14/2017 Date Data Arrived at EDR: 03/17/2017 Date Made Active in Reports: 05/23/2017 Number of Days to Update: 67 Source: Shasta County Department of Resource Management Telephone: 530-225-5789 Last EDR Contact: 05/22/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Varies SOLANO COUNTY: Leaking Underground Storage Tanks A listing of leaking underground storage tank sites located in Solano county. Date of Government Version: 11/29/2016 Date Data Arrived at EDR: 12/21/2016 Date Made Active in Reports: 12/22/2016 Number of Days to Update: 1 Source: Solano County Department of Environmental Management Telephone: 707-784-6770 Last EDR Contact: 06/09/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Quarterly Underground Storage Tanks Underground storage tank sites located in Solano county. Date of Government Version: 03/15/2017 Date Data Arrived at EDR: 03/17/2017 Date Made Active in Reports: 05/03/2017 Number of Days to Update: 47 Source: Solano County Department of Environmental Management Telephone: 707-784-6770 Last EDR Contact: 06/09/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Quarterly SONOMA COUNTY: Cupa Facility List Cupa Facility list TC4999128.2s Page GR-42 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 03/01/2017 Date Data Arrived at EDR: 03/30/2017 Date Made Active in Reports: 05/23/2017 Number of Days to Update: 54 Source: County of Sonoma Fire & Emergency Services Department Telephone: 707-565-1174 Last EDR Contact: 06/21/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Varies Leaking Underground Storage Tank Sites A listing of leaking underground storage tank sites located in Sonoma county. Date of Government Version: 01/04/2017 Date Data Arrived at EDR: 01/06/2017 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 55 Source: Department of Health Services Telephone: 707-565-6565 Last EDR Contact: 06/21/2017 Next Scheduled EDR Contact: 10/09/2017 Data Release Frequency: Quarterly STANISLAUS COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 01/20/2017 Date Data Arrived at EDR: 01/24/2017 Date Made Active in Reports: 05/18/2017 Number of Days to Update: 114 Source: Stanislaus County Department of Ennvironmental Protection Telephone: 209-525-6751 Last EDR Contact: 07/17/2017 Next Scheduled EDR Contact: 10/30/2017 Data Release Frequency: Varies SUTTER COUNTY: Underground Storage Tanks Underground storage tank sites located in Sutter county. Date of Government Version: 12/02/2016 Date Data Arrived at EDR: 12/06/2016 Date Made Active in Reports: 01/10/2017 Number of Days to Update: 35 Source: Sutter County Department of Agriculture Telephone: 530-822-7500 Last EDR Contact: 06/02/2017 Next Scheduled EDR Contact: 09/18/2017 Data Release Frequency: Semi-Annually TEHAMA COUNTY: CUPA Facility List Cupa facilities Date of Government Version: 01/05/2017 Date Data Arrived at EDR: 02/10/2017 Date Made Active in Reports: 05/25/2017 Number of Days to Update: 104 Source: Tehama County Department of Environmental Health Telephone: 530-527-8020 Last EDR Contact: 05/05/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Varies TRINITY COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 01/23/2017 Date Data Arrived at EDR: 01/25/2017 Date Made Active in Reports: 05/18/2017 Number of Days to Update: 113 Source: Department of Toxic Substances Control Telephone: 760-352-0381 Last EDR Contact: 04/24/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies TULARE COUNTY: TC4999128.2s Page GR-43 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA Facility List Cupa program facilities Date of Government Version: 01/05/2017 Date Data Arrived at EDR: 02/10/2017 Date Made Active in Reports: 05/25/2017 Number of Days to Update: 104 Source: Tulare County Environmental Health Services Division Telephone: 559-624-7400 Last EDR Contact: 06/29/2017 Next Scheduled EDR Contact: 08/21/2017 Data Release Frequency: Varies TUOLUMNE COUNTY: CUPA Facility List Cupa facility list Date of Government Version: 01/25/2017 Date Data Arrived at EDR: 01/27/2017 Date Made Active in Reports: 03/02/2017 Number of Days to Update: 34 Source: Divison of Environmental Health Telephone: 209-533-5633 Last EDR Contact: 04/24/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Varies VENTURA COUNTY: Business Plan, Hazardous Waste Producers, and Operating Underground Tanks The BWT list indicates by site address whether the Environmental Health Division has Business Plan (B), Waste Producer (W), and/or Underground Tank (T) information. Date of Government Version: 12/27/2016 Date Data Arrived at EDR: 01/27/2017 Date Made Active in Reports: 05/10/2017 Number of Days to Update: 103 Source: Ventura County Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 04/24/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Quarterly Inventory of Illegal Abandoned and Inactive Sites Ventura County Inventory of Closed, Illegal Abandoned, and Inactive Sites. Date of Government Version: 12/01/2011 Date Data Arrived at EDR: 12/01/2011 Date Made Active in Reports: 01/19/2012 Number of Days to Update: 49 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 06/29/2017 Next Scheduled EDR Contact: 10/16/2017 Data Release Frequency: Annually Listing of Underground Tank Cleanup Sites Ventura County Underground Storage Tank Cleanup Sites (LUST). Date of Government Version: 05/29/2008 Date Data Arrived at EDR: 06/24/2008 Date Made Active in Reports: 07/31/2008 Number of Days to Update: 37 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 05/15/2017 Next Scheduled EDR Contact: 08/28/2017 Data Release Frequency: Quarterly Medical Waste Program List To protect public health and safety and the environment from potential exposure to disease causing agents, the Environmental Health Division Medical Waste Program regulates the generation, handling, storage, treatment and disposal of medical waste throughout the County. Date of Government Version: 09/26/2016 Date Data Arrived at EDR: 10/27/2016 Date Made Active in Reports: 01/24/2017 Number of Days to Update: 89 Source: Ventura County Resource Management Agency Telephone: 805-654-2813 Last EDR Contact: 04/24/2017 Next Scheduled EDR Contact: 08/07/2017 Data Release Frequency: Quarterly TC4999128.2s Page GR-44 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Underground Tank Closed Sites List Ventura County Operating Underground Storage Tank Sites (UST)/Underground Tank Closed Sites List. Date of Government Version: 02/27/2017 Date Data Arrived at EDR: 03/15/2017 Date Made Active in Reports: 05/03/2017 Number of Days to Update: 49 Source: Environmental Health Division Telephone: 805-654-2813 Last EDR Contact: 06/14/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Quarterly YOLO COUNTY: Underground Storage Tank Comprehensive Facility Report Underground storage tank sites located in Yolo county. Date of Government Version: 03/31/2017 Date Data Arrived at EDR: 04/06/2017 Date Made Active in Reports: 05/03/2017 Number of Days to Update: 27 Source: Yolo County Department of Health Telephone: 530-666-8646 Last EDR Contact: 06/29/2017 Next Scheduled EDR Contact: 10/16/2017 Data Release Frequency: Annually YUBA COUNTY: CUPA Facility List CUPA facility listing for Yuba County. Date of Government Version: 01/30/2017 Date Data Arrived at EDR: 01/31/2017 Date Made Active in Reports: 05/23/2017 Number of Days to Update: 112 Source: Yuba County Environmental Health Department Telephone: 530-749-7523 Last EDR Contact: 05/01/2017 Next Scheduled EDR Contact: 08/14/2017 Data Release Frequency: Varies OTHER DATABASE(S) Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 07/30/2013 Date Data Arrived at EDR: 08/19/2013 Date Made Active in Reports: 10/03/2013 Number of Days to Update: 45 Source: Department of Energy & Environmental Protection Telephone: 860-424-3375 Last EDR Contact: 05/15/2017 Next Scheduled EDR Contact: 08/28/2017 Data Release Frequency: No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2015 Date Data Arrived at EDR: 09/29/2016 Date Made Active in Reports: 01/03/2017 Number of Days to Update: 96 Source: Department of Environmental Protection Telephone: N/A Last EDR Contact: 07/10/2017 Next Scheduled EDR Contact: 10/23/2017 Data Release Frequency: Annually TC4999128.2s Page GR-45 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version: 01/30/2017 Date Data Arrived at EDR: 02/01/2017 Date Made Active in Reports: 02/13/2017 Number of Days to Update: 12 Source: Department of Environmental Conservation Telephone: 518-402-8651 Last EDR Contact: 05/03/2017 Next Scheduled EDR Contact: 08/14/2017 Data Release Frequency: Annually PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2015 Date Data Arrived at EDR: 07/22/2016 Date Made Active in Reports: 11/22/2016 Number of Days to Update: 123 Source: Department of Environmental Protection Telephone: 717-783-8990 Last EDR Contact: 07/17/2017 Next Scheduled EDR Contact: 10/30/2017 Data Release Frequency: Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2013 Date Data Arrived at EDR: 06/19/2015 Date Made Active in Reports: 07/15/2015 Number of Days to Update: 26 Source: Department of Environmental Management Telephone: 401-222-2797 Last EDR Contact: 05/22/2017 Next Scheduled EDR Contact: 09/04/2017 Data Release Frequency: Annually WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 04/13/2017 Date Made Active in Reports: 07/14/2017 Number of Days to Update: 92 Source: Department of Natural Resources Telephone: N/A Last EDR Contact: 06/12/2017 Next Scheduled EDR Contact: 09/25/2017 Data Release Frequency: Annually Oil/Gas Pipelines Source: PennWell Corporation Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)). This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. Electric Power Transmission Line Data Source: PennWell Corporation This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association’s annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. TC4999128.2s Page GR-46 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics’ primary database on private school locations in the United States. Daycare Centers: Licensed Facilities Source: Department of Social Services Telephone: 916-657-4041 Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetland Inventory Source: Department of Fish & Game Telephone: 916-445-0411 Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC4999128.2s Page GR-47 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING TC4999128.2s Page A-1 geologic strata. of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics 2. Groundwater flow velocity. 1. Groundwater flow direction, and Assessment of the impact of contaminant migration generally has two principal investigative components: forming an opinion about the impact of potential contaminant migration. EDR’s GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in 2012Version Date: 5641294 ANAHEIM, CATarget Property Map: USGS TOPOGRAPHIC MAP 143 ft. above sea levelElevation: 3741464.0UTM Y (Meters): 415559.7UTM X (Meters): Zone 11Universal Tranverse Mercator: 117.91233 - 117˚ 54’ 44.39’’Longitude (West): 33.811753 - 33˚ 48’ 42.31’’Latitude (North): TARGET PROPERTY COORDINATES ANAHEIM, CA 92802 1441 SOUTH MANCHESTER 1441 SOUTH MANCHESTER TARGET PROPERTY ADDRESS ®GEOCHECK - PHYSICAL SETTING SOURCE ADDENDUM® TC4999128.2s Page A-2 should be field verified. on a relative (not an absolute) basis. Relative elevation information between sites of close proximity Source: Topography has been determined from the USGS 7.5’ Digital Elevation Model and should be evaluated SURROUNDING TOPOGRAPHY: ELEVATION PROFILES El e v a t i o n ( f t ) El e v a t i o n ( f t ) TP TP 0 1/2 1 Miles✩Target Property Elevation: 143 ft. North South West East 1 3 0 1 3 3 1 3 6 1 3 5 1 3 5 1 3 6 1 3 8 1 4 1 1 4 2 1 4 3 1 4 5 1 5 1 1 4 9 1 4 8 1 5 0 1 5 1 1 5 2 1 5 3 1 5 4 1 2 7 1 3 0 1 3 5 1 4 1 1 3 9 1 4 0 1 4 0 1 4 2 1 4 1 1 4 3 1 4 5 1 4 6 1 4 8 1 5 0 1 5 2 1 5 4 1 5 6 1 5 8 1 5 8 General SWGeneral Topographic Gradient: TARGET PROPERTY TOPOGRAPHY should contamination exist on the target property, what downgradient sites might be impacted. assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to TOPOGRAPHIC INFORMATION collected on nearby properties, and regional groundwater flow information (from deep aquifers). sources of information, such as surface topographic information, hydrologic information, hydrogeologic data using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other Groundwater flow direction for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW DIRECTION INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4999128.2s Page A-3 GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID hydrogeologically, and the depth to water table. authorities at select sites and has extracted the date of the report, groundwater flow direction as determined flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater AQUIFLOW® Search Radius: 1.000 Mile. * ©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. Information is inferred in the CERCLIS investigation report(s) Data Quality: No information about a sole source aquifer is available Sole Source Aquifer: clay layers. upper 100 feet of the subsurface. The Talbert aquifer underlies these The site area is characterized by discontinuous clay layers within the Hydraulic Connection: approximately 100 feet. Inferred Depth to Water: S IN THE TALBERT AQUIFER. Groundwater Flow Direction: CAD982359879 Site EPA ID Number: ITASCO Site Name: 1 - 2 Miles ESE Location Relative to TP: 1.25 miles Search Radius: Site-Specific Hydrogeological Data*: * ©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts, Inc., Bainbridge Island, WA. All rights reserved. All of the information and opinions presented are those of the cited EPA report(s), which were completed under a Comprehensive Environmental Response Compensation and Liability Information System (CERCLIS) investigation. contamination exist on the target property, what downgradient sites might be impacted. environmental professional in forming an opinion about the impact of nearby contaminated properties or, should of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator HYDROGEOLOGIC INFORMATION YES - refer to the Overview Map and Detail MapANAHEIM NATIONAL WETLAND INVENTORY NWI Electronic Data CoverageNWI Quad at Target Property FEMA FIRM Flood data06059C0142J FEMA Q3 Flood data06059C0021E FEMA Q3 Flood data06059C0014E FEMA FIRM Flood data06059C0133J Additional Panels in search area:FEMA Source Type FEMA FIRM Flood data06059C0141J Flood Plain Panel at Target Property FEMA Source Type FEMA FLOOD ZONE and bodies of water). Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways contamination exist on the target property, what downgradient sites might be impacted. the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist HYDROLOGIC INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4999128.2s Page A-4 For additional site information, refer to Physical Setting Source Map Findings. Not Reported1/2 - 1 Mile SSW11G N1/2 - 1 Mile SSE10G Not Reported1/2 - 1 Mile SE9G SW1/2 - 1 Mile SW8G Not Reported1/4 - 1/2 Mile NW7G Not Reported1/4 - 1/2 Mile NW6G Not Reported1/2 - 1 Mile WNW5G Not Reported1/2 - 1 Mile NW4G Not Reported1/2 - 1 Mile NNE3G Not Reported1/2 - 1 Mile NE2G Not Reported1/2 - 1 Mile NNW1G Not Reported1/2 - 1 Mile NNW30 Not Reported1/2 - 1 Mile SE29 SW1/2 - 1 Mile SW25 Not Reported1/2 - 1 Mile WNW24 Not Reported1/2 - 1 Mile NE22 Not Reported1/2 - 1 Mile NW15 N1/2 - 1 Mile SSE11 Not Reported1/2 - 1 Mile SSW8 Not Reported1/2 - 1 Mile NNE7 Not Reported1/4 - 1/2 Mile NWA5 Not Reported1/4 - 1/2 Mile NWA4 GENERAL DIRECTIONLOCATION GROUNDWATER FLOWFROM TPMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4999128.2s Page A-5 Map, USGS Digital Data Series DDS - 11 (1994). of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Stratifed SequenceCategory:CenozoicEra: QuaternarySystem: QuaternarySeries: QCode: (decoded above as Era, System & Series) at which contaminant migration may be occurring. Geologic information can be used by the environmental professional in forming an opinion about the relative speed GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional GROUNDWATER FLOW VELOCITY INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 1 2 1 2 2 3 0 1/16 1/8 1/4 Miles TC4999128.2s Page A-7 Well drainedSoil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: fine sandy loamSoil Surface Texture: SAN EMIGDIOSoil Component Name: Soil Map ID: 2 Min: 6.6 Max: 8.4 Min: 4 Max: 14 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granular loam to fine sandy stratified sand62 inches16 inches 2 Min: 6.6 Max: 8.4 Min: 4 Max: 14 Silty Sand. Sands with fines, SOILS, Sands, COARSE-GRAINED and Sand. Clayey Gravel 200), Silty, or passing No. pct. or less materials (35 Granularloamy sand16 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: HighCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric Somewhat excessively drainedSoil Drainage Class: excessively drained sands and gravels. Class A - High infiltration rates. Soils are deep, well drained toHydrologic Group: loamy sandSoil Surface Texture: METZSoil Component Name: Soil Map ID: 1 in a landscape. The following information is based on Soil Conservation Service SSURGO data. for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information The U.S. Department of Agriculture’s (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4999128.2s Page A-8 Soil Drainage Class: textures. moderately well and well drained soils with moderately coarse Class B - Moderate infiltration rates. Deep and moderately deep,Hydrologic Group: fine sandy loamSoil Surface Texture: HUENEMESoil Component Name: Soil Map ID: 3 Min: 7.9 Max: 8.4 Min: 14 Max: 42 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Clay loam very fine sandy coarse sand to gravelly loamy stratified61 inches44 inches 4 Min: 7.9 Max: 8.4 Min: 1.4 Max: 4 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Clayey passing No. than 35 pct. Materials (more Silt-Claysilty clay loam44 inches40 inches 3 Min: 7.9 Max: 8.4 Min: 14 Max: 42 50%), Lean Clay limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Clay loam very fine sandy coarse sand to gravelly loamy stratified40 inches 7 inches 2 Min: 7.9 Max: 8.4 Min: 14 Max: 42 50%), silt. limit less than Clays (liquid SOILS, Silts and FINE-GRAINED Soils. 200), Silty passing No. than 35 pct. Materials (more Silt-Clayfine sandy loam 7 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: HighCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4999128.2s Page A-9 Note: PWS System location is not always the same as well location. No PWS System Found FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION FROM TPWELL IDMAP ID 1/2 - 1 Mile ENEUSGS40000138407 28 1/2 - 1 Mile NorthUSGS40000138447 E19 1/2 - 1 Mile WSWUSGS40000138328 D16 1/2 - 1 Mile SSWUSGS40000138308 C12 1/2 - 1 Mile NWUSGS40000138423 B10 FEDERAL USGS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID 1.000State Database Nearest PWS within 1 mileFederal FRDS PWS 1.000Federal USGS WELL SEARCH DISTANCE INFORMATION SEARCH DISTANCE (miles)DATABASE opinion about the impact of contaminant migration on nearby drinking water wells. professional in assessing sources that may impact ground water flow direction, and in forming an EDR Local/Regional Water Agency records provide water well information to assist the environmental LOCAL / REGIONAL WATER AGENCY RECORDS Min: 7.4 Max: 8.4 Min: 14 Max: 42 Not reportedNot reported to silt loam stratified sand59 inches27 inches 2 Min: 7.4 Max: 8.4 Min: 14 Max: 42 Not reportedNot reportedfine sandy loam27 inches 0 inches 1 Soil Layer Information Boundary Classification Saturated hydraulic conductivity micro m/sec Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Soil Reaction (pH) > 0 inchesDepth to Watertable Min: > 0 inchesDepth to Bedrock Min: HighCorrosion Potential - Uncoated Steel: Hydric Status: Not hydric ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® TC4999128.2s Page A-10 1/2 - 1 Mile NWCAOG11000217928 3 1/4 - 1/2 Mile NNECAOG11000217439 2 1/8 - 1/4 Mile NNECAOG11000217440 1 STATE OIL/GAS WELL INFORMATION LOCATION FROM TPWELL IDMAP ID OTHER STATE DATABASE INFORMATION 1/2 - 1 Mile SSW5155 27 1/2 - 1 Mile NNE5234 26 1/2 - 1 Mile SECADW60000016758 23 1/2 - 1 Mile SouthCADW60000016972 21 1/2 - 1 Mile WSWCADW60000001738 D20 1/2 - 1 Mile NorthCADW60000003004 E18 1/2 - 1 Mile ENE5124 17 1/2 - 1 Mile SSWCADW60000002820 C14 1/2 - 1 Mile NWCADW60000020986 B13 1/2 - 1 Mile WNWCADW60000001737 9 1/4 - 1/2 Mile WSWCADW60000014712 6 1/8 - 1/4 Mile East5143 3 0 - 1/8 Mile ESECADW60000016754 2 0 - 1/8 Mile NE5142 1 STATE DATABASE WELL INFORMATION LOCATION FROM TPWELL IDMAP ID ®GEOCHECK - PHYSICAL SETTING SOURCE SUMMARY® EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc.EDR Inc. 1 6 0 160 16 0 16016 0 1 6 0 160 1 60 1 6 0 1 6 0 1 6 0 1 2 0 12 0 1 2 0 120 1 2 0 CA TC4999128.2s Page A-12 C STREET WELLSource Name: 1,000 Feet (10 Seconds)Precision:334844.4 1175428.8Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKEStation Type:08District Number: OrangeCounty:3000962002FRDS Number: TEEUser ID:04S/10W-22H02 SPrime Station Code: Water System Information: 3 East 1/8 - 1/4 Mile Higher 5143CA WELLS CADW60000016754Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 04S10W22G001SState well numbe: 338111N1179107W001Site code: -117.9107Longitude: 33.8111Latitude: 16754Objectid: 2 ESE 0 - 1/8 Mile Higher CADW60000016754CA WELLS Not ReportedArea Served: 145Connections:200Pop Served: Anaheim, CA 92805 200 W. Midway Dr. Organization That Operates System: Midway Trailer CitySystem Name: 3000962System Number: O STREET WELLSource Name: 100 Feet (one Second)Precision:334844.0 1175438.0Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3000962001FRDS Number: TEEUser ID:04S/10W-22G01 SPrime Station Code: Water System Information: 1 NE 0 - 1/8 Mile Higher 5142CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-13 Date: 02/06/1998 Average Water Depth: Not Reported Deep Water Depth: 86.6 Shallow Water Depth: 74.1 Groundwater Flow: Not Reported Site ID: 083001662T8 SSW 1/2 - 1 Mile Lower 54915AQUIFLOW Date: 12/11/1995 Average Water Depth: 70 Deep Water Depth: Not Reported Shallow Water Depth: Not Reported Groundwater Flow: Not Reported Site ID: 083002738T7 NNE 1/2 - 1 Mile Higher 33996AQUIFLOW CADW60000014712Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 04S10W22L002SState well numbe: 338106N1179177W001Site code: -117.9177Longitude: 33.8106Latitude: 14712Objectid: 6 WSW 1/4 - 1/2 Mile Lower CADW60000014712CA WELLS Date: 07/10/1998 Average Water Depth: Not Reported Deep Water Depth: 140 Shallow Water Depth: 130 Groundwater Flow: Not Reported Site ID: 083002812TA5 NW 1/4 - 1/2 Mile Higher 38631AQUIFLOW Date: 07/10/1998 Average Water Depth: Not Reported Deep Water Depth: 140 Shallow Water Depth: 130 Groundwater Flow: Not Reported Site ID: Not ReportedA4 NW 1/4 - 1/2 Mile Higher 38632AQUIFLOW Not ReportedArea Served: 145Connections:200Pop Served: Anaheim, CA 92805 200 W. Midway Dr. Organization That Operates System: Midway Trailer CitySystem Name: 3000962System Number: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-14 1976-12-28 140.10 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 1 ftWellholedepth units: 180Wellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 140.00Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-117.9195035Longitude: 33.8191823Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18070201Huc code: Not ReportedMonloc desc: WellMonloc type: 004S010W15P001SMonloc name: USGS-334909117550701Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: B10 NW 1/2 - 1 Mile Higher USGS40000138423FED USGS CADW60000001737Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 04S10W22E001SState well numbe: 338145N1179222W001Site code: -117.9222Longitude: 33.8145Latitude: 1737Objectid: 9 WNW 1/2 - 1 Mile Lower CADW60000001737CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-15 1979-11-13 94.69 1979-08-06 95.35 1980-06-11 89.06 1980-02-08 94.10 1980-08-28 85.97 1980-08-08 86.54 1981-02-05 82.47 1980-10-28 79.29 1981-07-31 79.20 1981-05-07 79.96 1982-01-27 81.39 1981-11-04 80.89 1982-08-05 79.83 1982-04-29 80.58 1983-02-11 80.75 1982-11-04 80.84 1983-08-12 76.03 1983-05-20 77.53 1984-02-15 69.20 1983-11-02 73.75 1984-09-06 70.13 1984-05-17 67.68 1985-02-14 72.73 1984-11-14 72.42 1985-08-17 73.02 1985-05-09 71.17 1986-02-12 75.67 1985-11-05 75.06 1986-08-29 76.37 1986-05-06 74.70 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 89 ftWellholedepth units: 226Wellholedepth:ftWelldepth units: 190Welldepth:Not ReportedConstruction date: Not ReportedAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 128.00Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-117.9175586Longitude: 33.8030715Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18070201Huc code: Not ReportedMonloc desc: WellMonloc type: 004S010W27C002SMonloc name: USGS-334811117550001Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: C12 SSW 1/2 - 1 Mile Lower USGS40000138308FED USGS Date: 02/1997 Average Water Depth: Not Reported Deep Water Depth: 79.81 Shallow Water Depth: 74.85 Groundwater Flow: N Site ID: 083001732T11 SSE 1/2 - 1 Mile Lower 66475AQUIFLOW Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-16 CADW60000020986Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 04S10W15P001SState well numbe: 338192N1179204W001Site code: -117.9204Longitude: 33.8192Latitude: 20986Objectid: B13 NW 1/2 - 1 Mile Lower CADW60000020986CA WELLS 1969-06-30 79.10 1969-09-02 80.60 1969-08-06 79.40 1969-11-03 78.80 1969-10-03 79.30 1970-02-03 75.20 1969-12-31 76.70 1970-04-01 76.70 1970-03-10 76.10 1970-06-01 77.40 1970-04-29 77.10 1970-08-06 79.20 1970-06-30 78.20 1970-10-05 88.00 1970-08-31 80.00 1970-12-10 81.70 1970-11-02 81.30 1971-04-08 84.50 1971-03-03 81.00 1971-06-09 82.80 1971-04-30 81.90 1971-08-30 86.50 1971-07-09 83.00 1972-01-11 89.80 1971-11-02 88.90 1972-05-01 92.20 1972-02-29 90.30 1972-08-31 95.50 1972-07-06 94.40 1973-01-05 100.10 1972-11-02 99.20 1973-05-10 98.00 1973-03-05 102.30 1973-09-12 103.10 1973-07-06 101.70 1974-01-24 104.30 1973-11-02 104.00 1974-04-30 102.90 1974-03-19 105.60 1974-08-30 105.80 1974-07-03 105.20 1975-01-02 104.70 1974-10-22 105.80 1975-04-30 103.30 1975-03-19 104.10 1975-09-02 105.80 1975-07-02 107.10 1976-01-07 107.50 1975-11-06 106.40 1976-05-04 107.20 1976-03-08 106.90 1976-12-28 110.80 1976-10-29 107.00 1977-10-28 115.00 1977-03-08 111.20 1978-11-01 105.34 1978-09-26 106.21 1979-05-02 97.65 1979-02-06 101.27 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, continued. ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-17 Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 128.00Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-117.92367Longitude: 33.8069603Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18070201Huc code: Not ReportedMonloc desc: WellMonloc type: 004S010W22N001SMonloc name: USGS-334825117552201Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: D16 WSW 1/2 - 1 Mile Lower USGS40000138328FED USGS Date: 07/25/1995 Average Water Depth: 100 Deep Water Depth: Not Reported Shallow Water Depth: Not Reported Groundwater Flow: Not Reported Site ID: 083001147T15 NW 1/2 - 1 Mile Lower 34027AQUIFLOW CADW60000002820Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 04S10W27C002SState well numbe: 338031N1179185W001Site code: -117.9185Longitude: 33.8031Latitude: 2820Objectid: C14 SSW 1/2 - 1 Mile Lower CADW60000002820CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-18 WELL 025Source Name: UndefinedPrecision:334900.0 1175400.0Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKE/SUPPLYStation Type:08District Number: OrangeCounty:3010001018FRDS Number: TEEUser ID:04S/10W-14M01 SPrime Station Code: Water System Information: 17 ENE 1/2 - 1 Mile Higher 5124CA WELLS 1968-03-05 81.00 1968-06-11 83.40 1968-04-08 73.80 1968-08-08 84.40 1968-07-08 83.70 1969-01-09 85.70 1968-11-05 56.40 1969-04-29 82.30 1969-04-03 74.50 1969-06-30 79.60 1969-06-05 81.50 1969-09-02 80.30 1969-08-06 80.30 1969-11-03 80.10 1969-10-03 80.10 1970-02-03 78.00 1969-12-31 78.70 1970-04-01 77.60 1970-03-10 77.10 1970-06-01 78.40 1970-04-29 78.10 1970-08-06 80.10 1970-06-30 79.30 1970-10-05 82.00 1970-08-31 80.40 1970-12-10 82.50 1970-11-02 82.10 1971-04-08 82.30 1971-03-02 82.70 1971-06-09 83.30 1971-04-30 82.70 1971-08-30 87.50 1971-07-09 84.90 1972-01-11 90.50 1971-11-02 89.70 1972-07-06 95.50 1972-02-29 91.00 1973-01-05 101.00 1972-11-02 99.30 1973-05-10 99.00 1973-03-05 101.50 1973-09-12 104.40 1973-07-09 100.50 1974-05-04 108.70 1974-01-24 102.60 1974-08-30 107.30 1974-07-03 106.50 1975-04-30 104.80 1975-03-19 105.40 1976-01-07 108.50 1975-09-02 104.70 1976-12-28 112.20 1976-10-28 108.40 1978-09-26 108.59 1977-10-28 119.20 1979-02-06 103.63 1978-11-01 107.74 1979-08-06 98.23 1979-05-02 100.03 1980-02-08 95.98 1979-11-13 96.92 Note: The well was destroyed (no water level is recorded). 1980-06-11 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 62 Not ReportedWellholedepth units: Not ReportedWellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:Not ReportedConstruction date: Not ReportedAquifer type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-19 Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 150.00Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-117.9106144Longitude: 33.8227934Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:18070201Huc code: Not ReportedMonloc desc: WellMonloc type: 004S010W15J004SMonloc name: USGS-334922117543501Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: E19 North 1/2 - 1 Mile Higher USGS40000138447FED USGS CADW60000003004Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 04S10W15J004SState well numbe: 338228N1179115W001Site code: -117.9115Longitude: 33.8228Latitude: 3004Objectid: E18 North 1/2 - 1 Mile Higher CADW60000003004CA WELLS NITRATE (AS NO3)Chemical: 14. MG/LFindings:01-APR-09Sample Collected: ANAHEIMArea Served: 57397Connections:292900Pop Served: ANAHEIM, CA 92805 P.O. BOX 3222 (#559) Organization That Operates System: City of AnaheimSystem Name: 3010001System Number: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-20 Date: 07/15/1998 Average Water Depth: Not Reported Deep Water Depth: 86.15 Shallow Water Depth: 82.36 Groundwater Flow: Not Reported Site ID: 083002312T22 NE 1/2 - 1 Mile Higher 64496AQUIFLOW CADW60000016972Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 04S10W27A001SState well numbe: 338005N1179110W001Site code: -117.911Longitude: 33.8005Latitude: 16972Objectid: 21 South 1/2 - 1 Mile Lower CADW60000016972CA WELLS CADW60000001738Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 04S10W22N001SState well numbe: 338070N1179246W001Site code: -117.9246Longitude: 33.807Latitude: 1738Objectid: D20 WSW 1/2 - 1 Mile Lower CADW60000001738CA WELLS 1977-10-28 157.80 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 1 Not ReportedWellholedepth units: Not ReportedWellholedepth:Not ReportedWelldepth units: Not ReportedWelldepth:Not ReportedConstruction date: Not ReportedAquifer type: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-21 Not ReportedArea Served: Unknown, Small SystemConnections:Unknown, Small SystemPop Served: Not Reported Organization That Operates System: SAVANNA MUTUAL WATER CORPSystem Name: 3000539System Number: WELL 01 - DESTROYEDSource Name: 1,000 Feet (10 Seconds)Precision:334925.0 1175425.0Source Lat/Long: DestroyedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKEStation Type:08District Number: OrangeCounty:3000539001FRDS Number: TEEUser ID:04S/11W-15R02 SPrime Station Code: Water System Information: 26 NNE 1/2 - 1 Mile Higher 5234CA WELLS Date: 12/04/1992 Average Water Depth: 100 Deep Water Depth: Not Reported Shallow Water Depth: Not Reported Groundwater Flow: SW Site ID: 083002178T25 SW 1/2 - 1 Mile Lower 49805AQUIFLOW Date: 06/30/1995 Average Water Depth: Not Reported Deep Water Depth: 58 Shallow Water Depth: 56 Groundwater Flow: Not Reported Site ID: 083002078T24 WNW 1/2 - 1 Mile Lower 38883AQUIFLOW CADW60000016758Site id: Southern Region OfficeDwr region: 80238Dwr region id: Coastal Plain Of Orange CountyBasin desc: ’8-1’Basin code: OrangeCounty name: 30County id: UnknownWell use descrip: 6Well use id: ’’Local well name: 04S10W26C001SState well numbe: 338039N1179024W001Site code: -117.9024Longitude: 33.8039Latitude: 16758Objectid: 23 SE 1/2 - 1 Mile Higher CADW60000016758CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-22 TRICHLOROETHYLENEChemical: 0.6 UG/LFindings:04-JAN-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 4260. MG/LFindings:05-OCT-11Sample Collected: NITRATE (AS NO3)Chemical: 18.84 MG/LFindings:05-OCT-11Sample Collected: TRICHLOROETHYLENEChemical: 0.8 UG/LFindings:05-OCT-11Sample Collected: TURBIDITY, LABORATORYChemical: 0.3 NTUFindings:13-JUL-11Sample Collected: URANIUM COUNTING ERRORChemical: 1.16 PCI/LFindings:07-JUL-11Sample Collected: URANIUM (PCI/L)Chemical: 11. PCI/LFindings:07-JUL-11Sample Collected: GROSS ALPHA COUNTING ERRORChemical: 1.98 PCI/LFindings:07-JUL-11Sample Collected: GROSS ALPHAChemical: 11. PCI/LFindings:07-JUL-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3690. MG/LFindings:07-JUL-11Sample Collected: BROMIDEChemical: 0.17 MG/LFindings:07-JUL-11Sample Collected: NITRATE (AS NO3)Chemical: 16.3 MG/LFindings:07-JUL-11Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 644. MG/LFindings:07-JUL-11Sample Collected: ANAHEIMArea Served: 57397Connections:292900Pop Served: ANAHEIM, CA 92805 P.O. BOX 3222 (#559) Organization That Operates System: City of AnaheimSystem Name: 3010001System Number: WELL 041Source Name: 1 Mile (One Minute)Precision:334800.0 1175500.0Source Lat/Long: Active UntreatedWell Status:Well/GroundwaterWater Type: WELL/AMBNT/MUN/INTAKEStation Type:08District Number: OrangeCounty:3010001034FRDS Number: TEEUser ID:04S/10W-27D03 SPrime Station Code: Water System Information: 27 SSW 1/2 - 1 Mile Lower 5155CA WELLS Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-23 NITRATE + NITRITE (AS N)Chemical: 4020. MG/LFindings:21-JAN-14Sample Collected: NITRATE (AS NO3)Chemical: 17.8 MG/LFindings:21-JAN-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: 4130. MG/LFindings:01-OCT-13Sample Collected: NITRATE (AS NO3)Chemical: 18.3 MG/LFindings:01-OCT-13Sample Collected: TRICHLOROETHYLENEChemical: 0.6 UG/LFindings:01-OCT-13Sample Collected: CHROMIUM, HEXAVALENTChemical: 1.4 UG/LFindings:19-AUG-13Sample Collected: CHROMIUM, HEXAVALENTChemical: 1.4 UG/LFindings:19-AUG-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 4170. MG/LFindings:01-JUL-13Sample Collected: NITRATE (AS NO3)Chemical: 18.4 MG/LFindings:01-JUL-13Sample Collected: TRICHLOROETHYLENEChemical: 0.6 UG/LFindings:01-JUL-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3940. MG/LFindings:16-APR-13Sample Collected: NITRATE (AS NO3)Chemical: 17.43 MG/LFindings:16-APR-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 4110. MG/LFindings:16-JAN-13Sample Collected: NITRATE (AS NO3)Chemical: 18.2 MG/LFindings:16-JAN-13Sample Collected: NITRATE + NITRITE (AS N)Chemical: 4110. MG/LFindings:01-OCT-12Sample Collected: NITRATE (AS NO3)Chemical: 18.17 MG/LFindings:01-OCT-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 4020. MG/LFindings:09-JUL-12Sample Collected: NITRATE (AS NO3)Chemical: 17.8 MG/LFindings:09-JUL-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 4120. MG/LFindings:03-APR-12Sample Collected: NITRATE (AS NO3)Chemical: 18.2 MG/LFindings:03-APR-12Sample Collected: NITRATE + NITRITE (AS N)Chemical: 4170. MG/LFindings:04-JAN-12Sample Collected: NITRATE (AS NO3)Chemical: 18.45 MG/LFindings:04-JAN-12Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-24 GROSS ALPHAChemical: 3.79 PCI/LFindings:01-JUL-14Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3910. MG/LFindings:01-JUL-14Sample Collected: BROMIDEChemical: 0.21 MG/LFindings:01-JUL-14Sample Collected: NITRATE (AS NO3)Chemical: 17.3 MG/LFindings:01-JUL-14Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 614. MG/LFindings:01-JUL-14Sample Collected: TRICHLOROETHYLENEChemical: 0.7 UG/LFindings:01-JUL-14Sample Collected: VANADIUMChemical: 3.7 UG/LFindings:01-JUL-14Sample Collected: BORONChemical: 230. UG/LFindings:01-JUL-14Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.44 MG/LFindings:01-JUL-14Sample Collected: SULFATEChemical: 138. MG/LFindings:01-JUL-14Sample Collected: CHLORIDEChemical: 93.1 MG/LFindings:01-JUL-14Sample Collected: POTASSIUMChemical: 4.4 MG/LFindings:01-JUL-14Sample Collected: SODIUMChemical: 72.6 MG/LFindings:01-JUL-14Sample Collected: MAGNESIUMChemical: 18.6 MG/LFindings:01-JUL-14Sample Collected: CALCIUMChemical: 100. MG/LFindings:01-JUL-14Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 327. MG/LFindings:01-JUL-14Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: 0.32 MG/LFindings:01-JUL-14Sample Collected: BICARBONATE ALKALINITYChemical: 246. MG/LFindings:01-JUL-14Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: 202. MG/LFindings:01-JUL-14Sample Collected: PH, LABORATORYChemical: 7.9Findings:01-JUL-14Sample Collected: SPECIFIC CONDUCTANCEChemical: 960. USFindings:01-JUL-14Sample Collected: TRICHLOROETHYLENEChemical: 0.7 UG/LFindings:18-JUN-14Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-25 MAGNESIUMChemical: 18. MG/LFindings:11-JUL-16Sample Collected: CALCIUMChemical: 98.9 MG/LFindings:11-JUL-16Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 321. MG/LFindings:11-JUL-16Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: 0.31 MG/LFindings:11-JUL-16Sample Collected: NITRATE (AS N)Chemical: 3.58 MG/LFindings:11-JUL-16Sample Collected: BICARBONATE ALKALINITYChemical: 250. MG/LFindings:11-JUL-16Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: 205. MG/LFindings:11-JUL-16Sample Collected: PH, LABORATORYChemical: 7.7Findings:11-JUL-16Sample Collected: SPECIFIC CONDUCTANCEChemical: 955. USFindings:11-JUL-16Sample Collected: NITRATE + NITRITE (AS N)Chemical: 3780. MG/LFindings:06-JAN-11Sample Collected: NITRATE (AS NO3)Chemical: 16.71 MG/LFindings:06-JAN-11Sample Collected: TRICHLOROETHYLENEChemical: 0.6 UG/LFindings:01-OCT-14Sample Collected: RADIUM, TOTAL, MDA95-NTNC ONLY, BY 903.0Chemical: 0.418 PCI/LFindings:01-JUL-14Sample Collected: RA-226 OR TOTAL RA BY 903.0 C.E.Chemical: 0.223 PCI/LFindings:01-JUL-14Sample Collected: RA-226 FOR CWS OR TOTAL RA FOR NTNC BY 903.0Chemical: 3.8e-002 PCI/LFindings:01-JUL-14Sample Collected: RADIUM 228 MDA95Chemical: 0.253 PCI/LFindings:01-JUL-14Sample Collected: URANIUM MDA95Chemical: 0.3 PCI/LFindings:01-JUL-14Sample Collected: GROSS ALPHA MDA95Chemical: 1.11 PCI/LFindings:01-JUL-14Sample Collected: URANIUM COUNTING ERRORChemical: 1.19 PCI/LFindings:01-JUL-14Sample Collected: URANIUM (PCI/L)Chemical: 5.03 PCI/LFindings:01-JUL-14Sample Collected: RADIUM 228 COUNTING ERRORChemical: 0.531 PCI/LFindings:01-JUL-14Sample Collected: GROSS ALPHA COUNTING ERRORChemical: 1.66 PCI/LFindings:01-JUL-14Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-26 CHLORIDEChemical: 90. MG/LFindings:07-JUL-11Sample Collected: POTASSIUMChemical: 4.4 MG/LFindings:07-JUL-11Sample Collected: SODIUMChemical: 67.7 MG/LFindings:07-JUL-11Sample Collected: MAGNESIUMChemical: 19.3 MG/LFindings:07-JUL-11Sample Collected: CALCIUMChemical: 106. MG/LFindings:07-JUL-11Sample Collected: HARDNESS (TOTAL) AS CACO3Chemical: 344. MG/LFindings:07-JUL-11Sample Collected: TOTAL ORGANIC CARBON (TOC)Chemical: 0.35 MG/LFindings:07-JUL-11Sample Collected: BICARBONATE ALKALINITYChemical: 195. MG/LFindings:07-JUL-11Sample Collected: ALKALINITY (TOTAL) AS CACO3Chemical: 195. MG/LFindings:07-JUL-11Sample Collected: PH, LABORATORYChemical: 8.Findings:07-JUL-11Sample Collected: SPECIFIC CONDUCTANCEChemical: 971. USFindings:07-JUL-11Sample Collected: NITRATE + NITRITE (AS N)Chemical: 4130. MG/LFindings:12-APR-11Sample Collected: NITRATE (AS NO3)Chemical: 18.3 MG/LFindings:12-APR-11Sample Collected: TRICHLOROETHYLENEChemical: 0.6 UG/LFindings:12-APR-11Sample Collected: VANADIUMChemical: 4.4 UG/LFindings:11-JUL-16Sample Collected: CHROMIUM, HEXAVALENTChemical: 1.3 UG/LFindings:11-JUL-16Sample Collected: BORONChemical: 210. UG/LFindings:11-JUL-16Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.48 MG/LFindings:11-JUL-16Sample Collected: SULFATEChemical: 132. MG/LFindings:11-JUL-16Sample Collected: CHLORIDEChemical: 92.8 MG/LFindings:11-JUL-16Sample Collected: POTASSIUMChemical: 4.4 MG/LFindings:11-JUL-16Sample Collected: SODIUMChemical: 71.1 MG/LFindings:11-JUL-16Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-27 Date: 10/23/1997 Average Water Depth: Not Reported Deep Water Depth: 82.11 Shallow Water Depth: 76.83 Groundwater Flow: Not Reported Site ID: 083000719T29 SE 1/2 - 1 Mile Higher 66476AQUIFLOW 2001-01-05 85 Date Feet below Surface Feet to Sealevel ------------------------------------------------- Ground-water levels, Number of Measurements: 1 ftWellholedepth units: 356Wellholedepth:ftWelldepth units: 356Welldepth:Not ReportedConstruction date: Unconfined single aquiferAquifer type: Not ReportedFormation type: California Coastal Basin aquifersAquifername: USCountrycode:NGVD29Vert coord refsys: Interpolated from topographic mapVertcollection method: feetVert accmeasure units: 2.5Vertacc measure val:feetVert measure units: 158Vert measure val:NAD83Horiz coord refsys: Interpolated from mapHoriz Collection method: secondsHoriz Acc measure units:1Horiz Acc measure: 24000Sourcemap scale:-117.8986695Longitude: 33.8175158Latitude:Not ReportedContrib drainagearea units: Not ReportedContrib drainagearea:Not ReportedDrainagearea Units: Not ReportedDrainagearea value:Not ReportedHuc code: Not ReportedMonloc desc: WellMonloc type: 004S010W23B002SMonloc name: USGS-334903117535201Monloc Identifier: USGS California Water Science CenterFormal name: USGS-CAOrg. Identifier: 28 ENE 1/2 - 1 Mile Higher USGS40000138407FED USGS NITRATE + NITRITE (AS N)Chemical: 3.58 MG/LFindings:11-JUL-16Sample Collected: BROMIDEChemical: 0.14 MG/LFindings:11-JUL-16Sample Collected: TOTAL DISSOLVED SOLIDSChemical: 588. MG/LFindings:11-JUL-16Sample Collected: VANADIUMChemical: 3.6 UG/LFindings:07-JUL-11Sample Collected: BORONChemical: 170. UG/LFindings:07-JUL-11Sample Collected: FLUORIDE (F) (NATURAL-SOURCE)Chemical: 0.46 MG/LFindings:07-JUL-11Sample Collected: SULFATEChemical: 133. MG/LFindings:07-JUL-11Sample Collected: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-28 Date: 07/10/1998 Average Water Depth: Not Reported Deep Water Depth: 140 Shallow Water Depth: 130 Groundwater Flow: Not Reported Site ID: 083002812T6G NW 1/4 - 1/2 Mile Lower 38631AQUIFLOW Date: 06/30/1995 Average Water Depth: Not Reported Deep Water Depth: 58 Shallow Water Depth: 56 Groundwater Flow: Not Reported Site ID: 083002078T5G WNW 1/2 - 1 Mile Lower 38883AQUIFLOW Date: 07/25/1995 Average Water Depth: 100 Deep Water Depth: Not Reported Shallow Water Depth: Not Reported Groundwater Flow: Not Reported Site ID: 083001147T4G NW 1/2 - 1 Mile Lower 34027AQUIFLOW Date: 12/11/1995 Average Water Depth: 70 Deep Water Depth: Not Reported Shallow Water Depth: Not Reported Groundwater Flow: Not Reported Site ID: 083002738T3G NNE 1/2 - 1 Mile Lower 33996AQUIFLOW Date: 07/15/1998 Average Water Depth: Not Reported Deep Water Depth: 86.15 Shallow Water Depth: 82.36 Groundwater Flow: Not Reported Site ID: 083002312T2G NE 1/2 - 1 Mile Lower 64496AQUIFLOW Date: 06/1995 Average Water Depth: Not Reported Deep Water Depth: 50 Shallow Water Depth: 40 Groundwater Flow: Not Reported Site ID: 083002528T1G NNW 1/2 - 1 Mile Lower 68300AQUIFLOW Date: 06/1995 Average Water Depth: Not Reported Deep Water Depth: 50 Shallow Water Depth: 40 Groundwater Flow: Not Reported Site ID: 083002528T30 NNW 1/2 - 1 Mile Higher 68300AQUIFLOW Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-29 Date: 02/06/1998 Average Water Depth: Not Reported Deep Water Depth: 86.6 Shallow Water Depth: 74.1 Groundwater Flow: Not Reported Site ID: 083001662T11G SSW 1/2 - 1 Mile Lower 54915AQUIFLOW Date: 02/1997 Average Water Depth: Not Reported Deep Water Depth: 79.81 Shallow Water Depth: 74.85 Groundwater Flow: N Site ID: 083001732T10G SSE 1/2 - 1 Mile Lower 66475AQUIFLOW Date: 10/23/1997 Average Water Depth: Not Reported Deep Water Depth: 82.11 Shallow Water Depth: 76.83 Groundwater Flow: Not Reported Site ID: 083000719T9G SE 1/2 - 1 Mile Lower 66476AQUIFLOW Date: 12/04/1992 Average Water Depth: 100 Deep Water Depth: Not Reported Shallow Water Depth: Not Reported Groundwater Flow: SW Site ID: 083002178T8G SW 1/2 - 1 Mile Lower 49805AQUIFLOW Date: 07/10/1998 Average Water Depth: Not Reported Deep Water Depth: 140 Shallow Water Depth: 130 Groundwater Flow: Not Reported Site ID: Not Reported7G NW 1/4 - 1/2 Mile Lower 38632AQUIFLOW Map ID Direction Distance Elevation EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-30 3 NW 1/2 - 1 Mile CAOG11000217928OIL_GAS CAOG11000217439Site id: POGGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:HolsingerLeasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 10WRange:04STownship: 22Section:Any AreaArea name: Anaheim (ABD)Fieldname:OrangeCounty name: McVicar-Rood-HallOperator name: PWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05900429Api number:1District nun: 2 NNE 1/4 - 1/2 Mile CAOG11000217439OIL_GAS CAOG11000217440Site id: PDHGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:FoilesLeasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 10WRange:04STownship: 22Section:Any AreaArea name: Anaheim (ABD)Fieldname:OrangeCounty name: Oryx Energy CompanyOperator name: PWell status:NDryhole: Not ReportedRedrill can:NBlm well: 05900430Api number:1District nun: 1 NNE 1/8 - 1/4 Mile CAOG11000217440OIL_GAS Map ID Direction Distance EDR ID NumberDatabase ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-31 CAOG11000217928Site id: PDHGissymbol:UnknownDirectiona: Not ReportedCompletion:Not ReportedAbandonedd: 0Redrillfoo: 0Welldeptha: Not ReportedSpuddate:NConfidenti: NHydraulica:NEpawell: 1Wellnumber:WeiselLeasename: Not ReportedComments: hudGissourcec: Not ReportedLocationde: Not ReportedElevation:SBBase meridian: 10WRange:04STownship: 16Section:Any AreaArea name: Any FieldFieldname:OrangeCounty name: Shell Western Exploration & Production Inc.Operator name: PWell status:YDryhole: Not ReportedRedrill can:NBlm well: 05901145Api number:1District nun: ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS® TC4999128.2s Page A-32 Not ReportedNot ReportedNot ReportedNot ReportedBasement Not ReportedNot ReportedNot ReportedNot ReportedLiving Area - 2nd Floor 0%0%100%0.763 pCi/LLiving Area - 1st Floor % >20 pCi/L% 4-20 pCi/L% <4 pCi/LAverage ActivityArea Number of sites tested: 30 Federal Area Radon Information for ORANGE COUNTY, CA : Zone 3 indoor average level < 2 pCi/L. : Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Note: Zone 1 indoor average level > 4 pCi/L. Federal EPA Radon Zone for ORANGE County: 3 01792802 ______________________ > 4 pCi/LNum TestsZipcode Radon Test Results State Database: CA Radon AREA RADON INFORMATION ®GEOCHECK - PHYSICAL SETTING SOURCE MAP FINDINGS RADON ® TOPOGRAPHIC INFORMATION USGS 7.5’ Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5’ Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000-scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Wetland Inventory Source: Department of Fish & Game Telephone: 916-445-0411 HYDROGEOLOGIC INFORMATION AQUIFLOW Information SystemR Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture’s (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. TC4999128.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. STATE RECORDS Water Well Database Source: Department of Water Resources Telephone: 916-651-9648 California Drinking Water Quality Database Source: Department of Public Health Telephone: 916-324-2319 The database includes all drinking water compliance and special studies monitoring for the state of California since 1984. It consists of over 3,200,000 individual analyses along with well and water system information. OTHER STATE DATABASE INFORMATION California Oil and Gas Well Locations Source: Department of Conservation Telephone: 916-323-1779 Oil and Gas well locations in the state. RADON State Database: CA Radon Source: Department of Health Services Telephone: 916-324-2208 Radon Database for California Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. TC4999128.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration California Earthquake Fault Lines: The fault lines displayed on EDR’s Topographic map are digitized quaternary fault lines, prepared in 1975 by the United State Geological Survey. Additional information (also from 1975) regarding activity at specific fault lines comes from California’s Preliminary Fault Activity Map prepared by the California Division of Mines and Geology. STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC4999128.2s Page PSGR-3 PHYSICAL SETTING SOURCE RECORDS SEARCHED APPENDIX E WATER QUALITY MANAGEMENT PLAN Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Owner’s Certification Page i This Water Quality Management Plan (WQMP) has been prepared for Nara Investments LLC by Omega Engineering Consultants. The WQMP is intended to comply with the requirements of the County of Orange NPDES Stormwater Program requiring the preparation of the plan. The undersigned, while it owns the subject property, is responsible for the implementation of the provisions of this plan , including the ongoing operation and maintenance of all best management practices (BMPs), and will ensure that this plan is amended as appropriate to reflect up-to-date conditions on the site consistent with the current Orange County Drainage Area Management Plan (DAMP) and the intent of the non-point source NPDES Permit for Waste Discharge Requirements for the County of Orange, Orange County Flood Control District and the incorporated Cities of Orange County within the Santa Ana Region. Once the undersigned transfers its interest in the property, its successors-in-interest shall bear the aforementioned responsibility to implement and amend the WQMP. An appropriate number of approved and signed copies of this document shall be available on the subject site in perpetuity. Owner: Title Company Address Email Telephone # I understand my responsibility to implement the provisions of this WQMP including the ongoing operation and maintenance of the best management practices (BMPs) described herein. Owner Signature Date Project Owner’s Certification Planning Application No. (If applicable) Grading Permit No. GRA__________ Tract/Parcel Map and Lot(s) No. PM 2013-150 Building Permit No. Address of Project Site and APN: 1411 S. Manchester Ave. Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Owner’s Certification Page ii Preparer (Engineer): Patric de Boer Title R.C.E PE Registration # 83583 Company Omega Engineering Consultants Address 4340 Viewridge Ave Email Patric@omega-consultants.com Telephone # (858) 634-8620 I hereby certify that this Water Quality Management Plan is in compliance with, and meets the requirements set forth in, Order No. R8-2009-0030/NPDES No. CAS618030, of the Santa Ana Regional Water Quality Control Board. Preparer Signature Date Place Stamp Here Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Table of Contents Page iii Contents Page No. Section I Permit(s) and Water Quality Conditions of Approval or Issuance .......... 1 Section II Project Description .................................................................................. 3 Section III Site Description ........................................................................................ 8 Section IV Best Management Practices (BMPs) ...................................................... 10 Section V Inspection/Maintenance Responsibility for BMPs ................................. 24 Section VI BMP Exhibit (Site Plan) .......................................................................... 25 Section VII Educational Materials ............................................................................. 26 Attachments Attachment A . …………………………………………………………………..Educational Materials Attachment B……………………………………………………………………………………..…Details Attachment C………………………………………….…Operations & Maintenance Information Attachment D …………………………….... Capture Efficiency Method Calculations (BMP-2) Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section I Page 1 Section I Permit(s) and Water Quality Conditions of Approval or Issuance Provide discretionary or grading/building permit information and water quality conditions of approval, or permit issuance, applied to the project. If conditions are unknown, please request applicable conditions from staff. Refer to Section 2.1 in the Technical Guidance Document (TGD) available on the OC Planning website (ocplanning.net). Project Infomation Permit/Application No. (If applicable) Grading or Building Permit No. (If applicable) GRA- __________ Address of Project Site (or Tract Map and Lot Number if no address) and APN 1441 S. Manchester Ave, Anaheim CA, 92802 Water Quality Conditions of Approval or Issuance Water Quality Conditions of Approval or Issuance applied to this project. (Please list verbatim.) TBD Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section I Page 2 Conceptual WQMP Was a Conceptual Water Quality Management Plan previously approved for this project? No. Watershed-Based Plan Conditions Provide applicable conditions from watershed - based plans including WIHMPs and TMDLS. Anaheim Bay has TMDL’s scheduled to be completed in 2019 for Dieldrin, Nickel, PCB’s and Sediment Toxicity. Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section II Page 3 Section II Project Description II.1 Project Description Description of Proposed Project Development Category (From Model WQMP, Table 7.11-2; or -3): Significant redevelopment Project Area (ft2): 60,558 Number of Dwelling Units: N/A SIC Code: 7011302 Project Area Pervious Impervious Area (acres or sq ft) Percentage Area (acres or sq ft) Percentage Pre-Project Conditions 20,726 sf 17% 98,273 sf 83% Post-Project Conditions 26,018 sf 22% 92,918 sf 78% Drainage Patterns/Connections Project drains to the center of the site to an infiltration trench under a drive aisle. An overflow drain conveys excess runoff from the infiltration trench to a connection with an existing private 18” storm drain and thence to a city MS-4 storm drain under S. Manchester Ave. Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section II Page 4 Narrative Project Description: (Use as much space as necessary.) This drainage study has been prepared as part of the Grading Application for the development of the site at 1441 S. Manchester Ave Anaheim, CA 92802 (lat: 33.81139 long: -117.91222) for the proposed use as a dual brand, multi-story hotel. The project site is the current location of two hotels. One is a recently constructed Holiday Inn and is to remain. The other is an older Comfort Inn & Suites, which is to be demolished to make room for a proposed dual brand hotel. The existing Holiday Inn was constructed with a subsurface infiltration facility and upflow filter for pretreatment. These will be removed, and the materials and boxes reused for a new larger infiltration trench that will treat runoff from both the existing Holiday Inn and the proposed Dual Brand Hotel. The onsite area is 2.69 acres. The total area analyzed in this report, including offsite areas is 2.73 acres. The project will include a street dedication along S. Manchester Ave. The portion of street that is added within the public right of way will be treated by an existing bioretention basin that was constructed as part of the street widening that occurred during the construction of the Holiday Inn. This basin was oversized in anticipation of the dedication and widening associated with the current project. As such, no additional offsite BMPs are required for stormwater treatment. Calculations have been included with this report to demonstrate that the bioretention basin as it was constructed has sufficient capacity for the proposed right of way improvements. See page 11 and 15 for DCV and sizing Calculations The drainage patterns will be modified onsite, but the site shall still maintain the existing outlet points and drain to the same MS-4. Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section II Page 5 II.2 Potential Stormwater Pollutants Determine and list expected stormwater pollutants based on land uses and site activities. Refer to Section 2.2.2 and Table 2.1 in the Technical Guidance Document (TGD) for guidance. Pollutants of Concern Pollutant Check One for each: E=Expected to be of concern N=Not Expected to be of concern Additional Information and Comments Suspended-Solid/ Sediment E N Nutrients E N Heavy Metals E N Pathogens (Bacteria/Virus) E N Pesticides E N Oil and Grease E N Toxic Organic Compounds E N Trash and Debris E N Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section II Page 6 II.3 Hydrologic Conditions of Concern Determine if streams located downstream from the project area are potentially susceptible to hydromodification impacts. Refer to Section 2.2.3.1 in the Technical Guidance Document (TGD) for North Orange County or Section 2.2.3.2 for South Orange County. No – Show map Yes – Describe applicable hydrologic conditions of concern below. Refer to Section 2.2.3 in the Technical Guidance Document (TGD). The existing and proposed site drain via hardened MS-4 to a tidal water (Anaheim Bay) which is exempt from hydromodification requirements. The site is tributary to an area of Potential Area Erosion, Habitat, and Physical Structure Susceptibility as seen on the Susceptibility Map in Appendix D. The project proposes the reduction in impervious area of the site and multiple infiltration trench facilities. This shall result in the proposed site detaining and infiltrating the 85th percentile rain event and a portion of higher intensity events. The redevelopment of the site shall decrease the volume of runoff that the site generates, while increasing the time of concentration for all events. The project is not expected to have any negative effect to downstream areas and watershed as it proposes a reduction in runoff for all storm events and essentially eliminates runoff for the 85th Percentile Storms. SEE APPENDIX D FOR SUSCEPTIBILITY MAP II.4 Post Development Drainage Characteristics Describe post development drainage characteristics. Refer to Section 2.2.4 in the Technical Guidance Document (TGD). The proposed construction will modify runoff locally. Runoff from the disturbed area of the onsite and offsite area will be directed to a proposed onsite infiltration trench or an existing offsite bioretention facility. The onsite infiltration trench will feature a media filter for pretreatment while the offsite bioretention facility trench will accomplish pretreatment through the use of the vegetated layer of planting soil above the gravel course of the facility. Both facilities shall infiltrate stormwater into the underlying native soil, but shall also be able to overflow to the storm drain system. The project proposes no change in the impervious area fraction of the site. Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section II Page 7 II.5 Property Ownership/Management Describe property ownership/management. Refer to Section 2.2.5 in the Technical Guidance Document (TGD). The project is to be owned and operated by: Nara Investments, LLC 1441 Manchester Ave, Anaheim, CA 92802 (714) 904-5740 Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section III Page 8 Section III Site Description III.1 Physical Setting Fill out table with relevant information. Refer to Section 2.3.1 in the Technical Guidance Document (TGD). Name of Planned Community/Planning Area (if applicable) The Anaheim Resort Location/Address 1411 S. Manchester Ave. Anaheim CA, 92802 General Plan Land Use Designation Commercial Zoning SP-92-2 Acreage of Project Site 2.73 ac Predominant Soil Type Sand III.2 Site Characteristics Fill out table with relevant information and include information regarding BMP sizing, suitability, and feasibility, as applicable. Refer to Section 2.3.2 in the Technical Guidance Document (TGD). Site Characteristics Precipitation Zone 24 hour 85th Percentile Rainfall = 0.80inches Topography The site is mostly flat, draining to the center of the site at a slope of 0.5-1% towards an underground infiltration trench. Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section III Page 9 Drainage Patterns/Connections Site shall drain via overland flow and concentrated flow in storm drain conduits to an infiltration trench or bioretention facility, which during high intensity rainfall events will drain via an 18” storm drain to the existing 48” City of Anaheim storm drain conduit under S. Manchester Ave. Soil Type, Geology, and Infiltration Properties The site is underlain with sandy soils with high saturated hydraulic conductivity, making the soil suitable for infiltration. The site specific geotechnical report indicates infiltration rates in excess of 15 in/hr. Hydrogeologic (Groundwater) Conditions No ground water was encountered in any of the test borings of depths up to 15 feet. Geotechnical Conditions (relevant to infiltration) No issues with the soil that could affect infiltration are known to exist. Soil has a high hydraulic conductivity and is suitable for infiltration. No contaminated soil or sources for possible contamination exist on site Off-Site Drainage The site will receive run-on form the area immediately to the south. This run-on will be intercepted by a grated inlet to prevent comingling with onsite water. Utility and Infrastructure Information There are no utilities or infrastructure facilities near the site that would impede flow infiltration. III.3 Watershed Description Fill out table with relevant information and include information regarding BMP sizing, suitability, and feasibility, as applicable. Refer to Section 2.3.3 in the Technical Guidance Document (TGD). Receiving Waters Anaheim Bay 303(d) Listed Impairments Dieldrin (tissue), Nickel, PCB’s, Sediment Toxicity Applicable TMDLs Estimated TMDL for all 303 (d) listed impairments is 2019 Pollutants of Concern for the Project Heavy Metals & Pesticides Environmentally Sensitive and Special Biological Significant Areas This site shall not drain to an Environmentally Sensitive Area or Specially Biological Significant Area. Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section IV Page 10 Section IV Best Management Practices (BMPs) IV. 1 Project Performance Criteria Describe project performance criteria. Several steps must be followed in order to determine what performance criteria will apply to a project. These steps include:  If the project has an approved WIHMP or equivalent, then any watershed specific criteria must be used and the project can evaluate participation in the approved regional or sub- regional opportunities. (Please ask your assigned planner or plan checker regarding whether your project is part of an approved WIHMP or equivalent.)  Determine applicable hydromodification control performance criteria. Refer to Section 7.II- 2.4.2.2 of the Model WQMP.  Determine applicable LID performance criteria. Refer to Section 7.II-2.4.3 of the Model WQMP.  Determine applicable treatment control BMP performance criteria. Refer to Section 7.II-3.2.2 of the Model WQMP.  Calculate the LID design storm capture volume for the project. Refer to Section 7.II-2.4.3 of the Model WQMP. (NOC Permit Area only) Is there an approved WIHMP or equivalent for the project area that includes more stringent LID feasibility criteria or if there are opportunities identified for implementing LID on regional or sub-regional basis? YES NO If yes, describe WIHMP feasibility criteria or regional/sub-regional LID opportunities. N/A Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section IV Page 11 Project Performance Criteria If HCOC exists, list applicable hydromodification control performance criteria (Section 7.II- 2.4.2.2 in MWQMP) NONE List applicable LID performance criteria (Section 7.II-2.4.3 from MWQMP) Retain onsite (infiltrate, harvest & use, or evapotranspire) stormwater runoff as feasible up to the design capture volume. List applicable treatment control BMP performance criteria (Section 7.II- 3.2.2 from MWQMP) LID performance shall be met through the use of retention/infiltration. The offsite bioretention facility is sized through the simple sizing procedure. The onsite infiltration trench is sized using the Capture Efficiency Method. This takes advantage of the high infiltration rates and prevents the project from constructing an oversized facility. Calculate LID design storm capture volume for Project. Offsite Bioretention Volume Requirement BMP-1 Simple Sizing A =0.20 ac d =0.80 in %imp =66% C =(0.75*imperv%)+0.15 C =0.65 DCV =C x d85% x A x 43,560 12 Design Capture Volume= 375 cf Infiltration Trench Volume Requirement BMP-2 Capture Efficiency Sizing A =2.53 ac dFraction =0.24 in (See Attachment 3) %imp =78% C =(0.75*imperv%)+0.15 C =0.74 DCV =C x d85% x A x 43,560 12 Design Capture Volume = 1,634 cf Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section IV Page 12 IV.2. Site Design and Drainage Onsite: The existing site has two hotels on it. The newly built Holiday Inn has an infiltration trench to manage the DCV produced by the portion of the site that the hotel is located on. Runoff produced by the portion of the to be removed Comfort Inn & Suites does not drain to a BMP. It is drained via a private storm drain system that confluences with the public MS-4 system at the north tip of the site. The project proposes to remove the recently built infiltration trench and pretreatment Upflow Filter, and construct a single, larger infiltration trench to treat runoff produced by the entire site. The Upflow Filter will be reused and upgraded with more filter cartridges to handle the increased flow. Stormwater will be conveyed to the Upflow Filter and then to the infiltration trench via overland flow as well as via the private storm drain system. Runoff in excess of the capacity of the infiltration trench will drain via a storm drain overflow to the public MS-4 system. The treatment BMP’s selected for the onsite flows are an infiltration trench (BMP-1) and a media filter for pretreatment (BMP-2). The upflow filter will be a Kristar CF-48UF-2CL, which has a treatment, and bypass flow rate in excess of the site demands. The infiltration trench will be comprised of Stormtech SC-740 storage chambers enveloped in gravel. The facility has been sized to store the volume produced by the 85th percentile storm and infiltrate it into the underlying soil. See the attached BMP exhibit for location and Appendix B for details. An infiltration trench was chosen over other BMP’s for onsite treatment due to the fact that they can be located under parking areas and other hardscape and won’t affect site operations with surface ponding. Additionally, the site is underlain with sands having a high saturated hydraulic conductivity, which provide an infiltration rate in excess of 15 inches per hour. At this rate, the infiltration trench facilities shall drawdown in less than 4 hours. The upflow filter was chosen for pretreatment because it has a much smaller foot print than other pretreatment methods. Offsite: The proposed project will include a street dedication and widening of S. Manchester Blvd. The newly added impervious area is required to drain to a treatment BMP. When the recently built Holiday Inn Express was constructed, a bioretention basin was constructed along the northeasterly boundary. This facility was sized assuming that the remainder of the site would be developed and the remainder of S. Manchester along the frontage would be widened. The facility was preemptively oversized to treat the DCV produced by the street widening that will occur as part of this project. Calculations are included with this report to illustrate that the existing bioretention basin has sufficient capacity to infiltrate the DCV from the street widening along the entire project frontage with S. Manchester. See Appendix B for more details. Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section IV Page 13 IV.3 LID BMP Selection and Project Conformance Analysis Each sub-section below documents that the proposed design features conform to the applicable project performance criteria via check boxes, tables, calculations, narratives, and/or references to worksheets. Refer to Section 2.4.2.3 in the Technical Guidance Document (TGD) for selecting LID BMPs and Section 2.4.3 in the Technical Guidance Document (TGD) for conducting conformance analysis with project performance criteria. IV.3.1 Hydrologic Source Controls (HSCs) If required HSCs are included, fill out applicable check box forms. If the retention criteria are otherwise met with other LID BMPs, include a statement indicating HSCs not required. Name Included? Localized on-lot infiltration Impervious area dispersion (e.g. roof top disconnection) Street trees (canopy interception) Residential rain barrels (not actively managed) Green roofs/Brown roofs Blue roofs Impervious area reduction (e.g. permeable pavers, site design) Other: Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section IV Page 14 IV.3.2 Infiltration BMPs Identify infiltration BMPs to be used in project. If design volume cannot be met, state why. Name Included? Bioretention without underdrains Rain gardens Porous landscaping Infiltration planters Retention swales Infiltration trenches Infiltration basins Drywells Subsurface infiltration galleries French drains Permeable asphalt Permeable concrete Permeable concrete pavers Other: Other: Show calculations below to demonstrate if the LID Design Strom Capture Volume can be met with infiltration BMPs. If not, document how much can be met with infiltration and document why it is not feasible to meet the full volume with infiltration BMPs. Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section IV Page 15 BMP-1, Offsite Bioretention Ex. Footprint =330 sf Ex. Soil depth =1.5’ Ex. Gravel depth =1.0’ Equivalent depth =Dp+(NM x dM)+(NG x dG) Dp =surface ponding Np =bioretention media porosity dM =Bioretention media depth NG =Gravel Porosity DG = Gravel Depth =0.50+(0.2x1.5)+(1.0 x 0.35) =1.15 ft Provided Volume = Equivalent Depth x Area =1.15 ft x 330 sf =380 cf DCV =375 cf DCV < Provided Volume Facility volume exceeds DCV requirements. BMP-2, Onsite Infiltration Trench prop. footprint =1,200 sf prop. depth =4.5 ft prop. geometric vol. =5,279 cf Stormtech SC-740 vol. =45.9 cf (per chamber) # of chambers =26 chamber storage =1,193 cf (all chambers) gravel geometric vol. =4,086 cf (prop. geometric vol. – chamber storage vol.) gravel porosity =0.35 cf gravel storage vol. =1,634 cf (gravel geometric vol. x gravel porosity) provided vol. =2,826 cf DCV =1,634 cf DCV < Provided Volume Facility volume exceeds DCV requirements Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section IV Page 16 IV.3.3 Evapotranspiration, Rainwater Harvesting BMPs If the full Design Storm Capture Volume cannot be met with infiltration BMPs, describe any evapotranspiration and/or rainwater harvesting BMPs included. Name Included? All HSCs; See Section IV.3.1 Surface-based infiltration BMPs Biotreatment BMPs Above-ground cisterns and basins Underground detention Other: Other: Other: Show calculations below to demonstrate if the LID Design Storm Capture Volume can be met with evapotranspiration and/or rainwater harvesting BMPs in combination with infiltration BMPs. If not, document below how much can be met with either infiltration BMPs, evapotranspiration, rainwater harvesting BMPs, or a combination, and document why it is not feasible to meet the full volume with these BMP categories. N/A Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section IV Page 17 IV.3.4 Biotreatment BMPs If the full Design Storm Capture Volume cannot be met with infiltration BMPs, and/or evapotranspiration and rainwater harvesting BMPs, describe biotreatment BMPs included. Include sections for selection, suitability, sizing, and infeasibility, as applicable. Name Included? Bioretention with underdrains Stormwater planter boxes with underdrains Rain gardens with underdrains Constructed wetlands Vegetated swales Vegetated filter strips Proprietary vegetated biotreatment systems Wet extended detention basin Dry extended detention basins Other: Show calculations below to demonstrate if the LID Design Storm Capture Volume can be met with infiltration, evapotranspiration, rainwater harvesting and/or biotreatment BMPs. If not, document how much can be met with either infiltration BMPs, evapotranspiration, rainwater harvesting BMPs, or a combination, and document why it is not feasible to meet the full volume with these BMP categories. N/A Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section IV Page 18 IV.3.5 Hydromodification Control BMPs Describe hydromodification control BMPs. See Section 5 of the Technical Guidance Document (TGD). Include sections for selection, suitability, sizing, and infeasibility, as applicable. Detail compliance with Prior Conditions of Approval (if applicable). Hydromodification Control BMPs BMP Name BMP Description N/A N/A N/A N/A IV.3.6 Regional/Sub-Regional LID BMPs Describe regional/sub-regional LID BMPs in which the project will participate. Refer to Section 7.II- 2.4.3.2 of the Model WQMP. Regional/Sub-Regional LID BMPs N/A IV.3.7 Treatment Control BMPs Treatment Control BMPs BMP Name BMP Description N/A N/A IV.3.8 Non-structural Source Control BMPs Fill out non-structural source control check box forms or provide a brief narrative explaining if non - structural source controls were not used. Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section V Page 19 Non-Structural Source Control BMPs Identifier Name Check One If not applicable, state brief reason Included Not Applicable N1 Education for Property Owners, Tenants and Occupants N2 Activity Restrictions Not necessary for use as a hotel N3 Common Area Landscape mgmt No common areas onsite N4 BMP Maintenance N5 Title 22 CCR Compliance (How development will comply) N6 Local Industrial Permit Compliance Not an industrial site N7 Spill Contingency Plan No materials that would require N7 to be stored on site. N8 Underground Storage Tank Compliance No storage tanks onsite N9 Hazardous Materials Disclosure Compliance No hazardous material to be stored onsite N10 Uniform Fire Code Implementation N11 Common Area Litter Control No common areas onsite N12 Employee Training N13 Housekeeping of Loading Docks No loading docks onsite N14 Common Area Catch Basin Inspection No common catch basins N15 Street Sweeping Private Streets and Parking Lots N16 Retail Gasoline Outlets Site not a gasoline outlet Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section V Page 20 IV.3.9 Structural Source Control BMPs Fill out structural source control check box forms or provide a brief narrative explaining if structural source controls were not used. Structural Source Control BMPs Identifier Name Check One If not applicable, state brief reason Included Not Applicable S1 Provide storm drain system stenciling and signage S2 Design and construct outdoor material storage areas to reduce pollution introduction No outdoor storage areas proposed S3 Design and construct trash and waste storage areas to reduce pollution introduction S4 Use efficient irrigation systems & landscape design, water conservation, smart controllers, and source control S5 Protect slopes and channels and provide energy dissipation No slopes or channels exist onsite Incorporate requirements applicable to individual priority project categories (from SDRWQCB NPDES Permit) S6 Dock areas No dock areas onsite S7 Maintenance bays No maintenance bay’s onsite S8 Vehicle wash areas No wash areas onsite S9 Outdoor processing areas No outdoor processing area onsite S10 Equipment wash areas No equipment wash areas on site S11 Fueling areas No fueling areas on site S12 Hillside landscaping No hills onsite S13 Wash water control for food preparation areas S14 Community car wash racks No car wash racks onsite Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section V Page 21 IV.4 Alternative Compliance Plan (If Applicable) Describe an alternative compliance plan (if applicable). Include alternative compliance obligations (i.e., gallons, pounds) and describe proposed alternative compliance measures. Refer to Section 7.II 3.0 in the WQMP. IV.4.1 Water Quality Credits Determine if water quality credits are applicable for the project. Refer to Section 3.1 of the Model WQMP for description of credits and Appendix VI of the Technical Guidance Document (TGD) for calculation methods for applying water quality credits. Description of Proposed Project Project Types that Qualify for Water Quality Credits (Select all that apply): Redevelopment projects that reduce the overall impervious footprint of the project site. Brownfield redevelopment, meaning redevelopment, expansion, or reuse of real property which may be complicated by the presence or potential presence of hazardous substances, pollutants or contaminants, and which have the potential to contribute to adverse ground or surface WQ if not redeveloped. Higher density development projects which include two distinct categories (credits can only be taken for one category): those with more than seven units per acre of development (lower credit allowance); vertical density developments, for example, those with a Floor to Area Ratio (FAR) of 2 or those having more than 18 units per acre (greater credit allowance). Mixed use development, such as a combination of residential, commercial, industrial, office, institutional, or other land uses which incorporate design principles that can demonstrate environmental benefits that would not be realized through single use projects (e.g. reduced vehicle trip traffic with the potential to reduce sources of water or air pollution). Transit-oriented developments, such as a mixed use residential or commercial area designed to maximize access to public transportation; similar to above criterion, but where the development center is within one half mile of a mass transit center (e.g. bus, rail, light rail or commuter train station). Such projects would not be able to take credit for both categories, but may have greater credit assigned Redevelopment projects in an established historic district, historic preservation area, or similar significant city area including core City Center areas (to be defined through mapping). Developments with dedication of undeveloped portions to parks, preservation areas and other pervious uses. Developments in a city center area. Developments in historic districts or historic preservation areas. Live-work developments, a variety of developments designed to support residential and vocational needs together – similar to criteria to mixed use development; would not be able to take credit for both categories. In-fill projects, the conversion of empty lots and other underused spaces into more beneficially used spaces, such as residential or commercial areas. Calculation of Water Quality Credits (if applicable) NONE Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section V Page 22 IV.4.2 Alternative Compliance Plan Information Describe an alternative compliance plan (if applicable). Include alternative compliance obligations (i.e., gallons, pounds) and describe proposed alternative compliance measures. Refer to Section 7.II 3.0 in the Model WQMP. NOT APPLICABLE TO PROJECT Section V Inspection/Maintenance Responsibility for BMPs Fill out information in table below. Prepare and attach an Operation and Maintenance Plan. Identify the funding mechanism through which BMPs will be maintained. Inspection and maintenance records must be kept for a minimum of five years for inspection by the regulatory agencies. Refer to Section 7.II 4.0 in the Model WQMP. BMP Inspection/Maintenance BMP Reponsible Party(s) Inspection/ Maintenance Activities Required Minimum Frequency of Activities Infiltration Trench (BMP-2) Property Owner See attachments for manufacturer’s recommended maintenance Inspection: 6 mos. Maint.: As needed (See Attachment C for Details) Bio Retention Facility (BMP-1) Property Owner Remove debris from facility, clean inlet pipes with pole brush if clogging or siltation is observed. If excess ponding is observed more than 48 hours after a rainfall event, it may be necessary to scarify the top of the treatment soil layer to re-establish proper infiltration rates. Inspection: Check for accumulated debris once a month. Inspect inlet pipes for clogging or debris once a month. Check for excessive ponding following rain events. Check health of vegetation once a month. Maint.: As needed Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section V Page 23 Upflow Filter (BMP-3) Property Owner Inspection -Use probe to measure depth of sediment on bottom of filter vault. - Check weight of filter bag (should not exceed 40 lbs.) Sump Cleanout - A commercially owned sump-vac is to be used to remove captured sediment, oil and floatables Replacement of media packs and filters - Must be done following OSHA Confined Entry Procedures -Open filter module, remove/discard spent media pack & replace Drain down filter Inspection: -Regularly during 1st year -Every 6 months thereafter Maint.: As needed (See Attachment C for Details) Street Sweeping Property Owner Street sweeping using a regenerative air vacuum sweeper on parking lot and drive aisle areas Inspection: Monthly Maint.: As needed (A minimum of once a year before rainy season) Storm Drain Stencils Property Owner Repainting as needed Inspection: Once a year before the start of the rainy season Maint.: As needed Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section VI Page 24 Section VI BMP Exhibit (Site Plan) VI.1 BMP Exhibit (Site Plan) See map Pocket for full sized BMP Exhibit VI.2 Submittal and Recordation of Water Quality Management Plan Following approval of the Final Project-Specific WQMP, three copies of the approved WQMP (including BMP Exhibit, Operations and Maintenance (O&M) Plan, and Appendices) shall be submitted. In addition, these documents shall be submitted in a PDF format. Each approved WQMP (including BMP Exhibit, Operations and Maintenance (O&M) Plan, and Appendices) shall be recorded in the Orange County Clerk-Recorder’s Office, prior to close-out of grading and/or building permit. Educational Materials are not required to be included. Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section VII Page 25 Section VII Educational Materials Refer to the Orange County Stormwater Program (ocwatersheds.com) for a library of materials available. Please only attach the educational materials specifically applicable to this project. Other materials specific to the project may be included as well and must be attached. Education Materials Residential Material (http://www.ocwatersheds.com) Check If Applicable Business Material (http://www.ocwatersheds.com) Check If Applicable The Ocean Begins at Your Front Door Tips for the Automotive Industry Tips for Car Wash Fund-raisers Tips for Using Concrete and Mortar Tips for the Home Mechanic Tips for the Food Service Industry Homeowners Guide for Sustainable Water Use Proper Maintenance Practices for Your Business Household Tips Other Material Check If Attached Proper Disposal of Household Hazardous Waste Recycle at Your Local Used Oil Collection Center (North County) Recycle at Your Local Used Oil Collection Center (Central County) Recycle at Your Local Used Oil Collection Center (South County) Tips for Maintaining a Septic Tank System Responsible Pest Control Sewer Spill Tips for the Home Improvement Projects Tips for Horse Care Tips for Landscaping and Gardening Tips for Pet Care Tips for Pool Maintenance Tips for Residential Pool, Landscape and Hardscape Drains Tips for Projects Using Paint Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section VII Page 26 Attachment A - Educational Materials Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section VII Page 27 Attachment B – Details Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section VII Page 28 Attachment C – Operations & Maintenance Information Isolator®Row O&M Manual StormTech®Chamber System for Stormwater Management Save Valuable Land and Protect Water Resources Detention • Retention • Water Quality A division of 1.1 INTRODUCTION An important component of any Stormwater Pollution Prevention Plan is inspection and maintenance. The StormTech Isolator Row is a patented technique to inexpensively enhance Total Suspended Solids (TSS) removal and provide easy access for inspection and maintenance. 1.2 THE ISOLATOR ROW The Isolator Row is a row of StormTech chambers, either SC-310, SC-310-3, SC-740, DC-780, MC-3500 or MC- 4500 models, that is surrounded with filter fabric and con- nected to a closely located manhole for easy access.The fabric-wrapped chambers pro vide for settling and filtra- tion of sediment as storm water rises in the Isolator Row and ultimately passes through the filter fabric. The open bottom chambers and perforated sidewalls (SC-310, SC- 310-3 and SC-740 models) allow storm water to flow both vertically and horizon tally out of the chambers. Sediments are cap tured in the Isolator Row protecting the storage areas of the adjacent stone and chambers from sediment accumulation. Two different fabrics are used for the Isolator Row. A woven geotextile fabric is placed between the stone and the Isolator Row chambers. The tough geo textile provides a media for storm water filtration and provides a durable surface for maintenance operations. It is also designed to prevent scour of the underlying stone and remain intact during high pressure jetting. A non-woven fabric is placed over the chambers to provide a filter media for flows passing through the perforations in the sidewall of the chamber. The non-woven fabric is not required over the DC-780, MC-3500 or MC-4500 models as these chambers do not have perforated side walls. 2 Call StormTech at 888.892.2694 or visit our website at www.stormtech.com for technical and product information. 1.0 The Isolator®Row The Isolator Row is typically designed to capture the “first flush” and offers the versatility to be sized on a vol- ume basis or flow rate basis. An upstream manhole not only provides access to the Isolator Row but typically includes a high flow weir such that storm water flowrates or volumes that exceed the capacity of the Isolator Row overtop the over flow weir and discharge through a manifold to the other chambers. The Isolator Row may also be part of a treatment train. By treating storm water prior to entry into the chamber system, the service life can be extended and pollutants such as hydrocarbons can be captured. Pre-treatment best management practices can be as simple as deep sump catch basins, oil-water separators or can be inno- vative storm water treatment devices. The design of the treatment train and selection of pretreatment devices by the design engineer is often driven by regulatory requirements. Whether pretreatment is used or not, the Isolator Row is recommended by StormTech as an effective means to minimize maintenance requirements and maintenance costs. Note: See the StormTech Design Manual for detailed information on designing inlets for a StormTech system, including the Isolator Row. ECCENTRIC HEADER MANHOLE WITH OVERFLOW WEIR STORMTECH ISOLATOR ROW OPTIONAL PRE-TREATMENT OPTIONAL ACCESS STORMTECH CHAMBERS StormTech Isolator Row with Overflow Spillway (not to scale) Looking down the Isolator Row from the manhole opening, woven geotextile is shown between the chamber and stone base. 2.0 Isolator Row Inspection/Maintenance Call StormTech at 888.892.2694 or visit our website at www.stormtech.com for technical and product information. 3 Maintenance is accomplished with the JetVac process. The JetVac process utilizes a high pressure water noz- zle to propel itself down the Isolator Row while scouring and suspending sediments. As the nozzle is retrieved, the captured pollutants are flushed back into the man- hole for vacuuming. Most sewer and pipe maintenance companies have vacuum/JetVac combination vehicles. Selection of an appropriate JetVac nozzle will improve maintenance efficiency. Fixed nozzles designed for cul- verts or large diameter pipe cleaning are preferable. Rear facing jets with an effective spread of at least 45” are best. Most JetVac reels have 400 feet of hose allow- ing maintenance of an Isolator Row up to 50 chambers long. The JetVac process shall only be performed on StormTech Isolator Rows that have AASHTO class 1 woven geotextile (as specified by StormTech) over their angular base stone. 2.1 INSPECTION The frequency of Inspection and Maintenance varies by location. A routine inspection schedule needs to be established for each individual location based upon site specific variables. The type of land use (i.e. industrial, commercial, residential), anticipated pollutant load, per- cent imperviousness, climate, etc. all play a critical role in determining the actual frequency of inspection and maintenance practices. At a minimum, StormTech recommends annual inspec- tions. Initially, the Isolator Row should be inspected every 6 months for the first year of operation. For sub sequent years, the inspection should be adjusted based upon previous observation of sediment deposition. The Isolator Row incorporates a combination of standard manhole(s) and strategically located inspection ports (as needed). The inspection ports allow for easy access to the system from the surface, eliminating the need to perform a confined space entry for inspection purposes. If upon visual inspection it is found that sediment has accumulated, a stadia rod should be inserted to deter- mine the depth of sediment. When the average depth of sediment exceeds 3 inches throughout the length of the Isolator Row, clean-out should be performed. 2.2 MAINTENANCE The Isolator Row was designed to reduce the cost of periodic maintenance. By “isolating” sediments to just one row, costs are dramatically reduced by eliminating the need to clean out each row of the entire storage bed. If inspection indicates the potential need for main- tenance, access is provided via a manhole(s) located on the end(s) of the row for cleanout. If entry into the manhole is required, please follow local and OSHA rules for a confined space entries. StormTech Isolator Row (not to scale) Examples of culvert cleaning nozzles appropriate for Isolator Row maintenance. (These are not StormTech products.) NOTE:NON-WOVEN FABRIC IS ONLY REQUIRED OVER THE INLET PIPE CONNECTION INTO THE END CAP FOR DC-780, MC-3500 AND MC-4500 CHAMBER MODELS AND IS NOT REQUIRED OVER THE ENTIRE ISOLATOR ROW. Step 1)Inspect Isolator Row for sediment A) Inspection ports (if present) i.Remove lid from floor box frame ii.Remove cap from inspection riser iii.Using a flashlight and stadia rod, measure depth of sediment and record results on maintenance log. iv.If sediment is at, or above, 3 inch depth proceed to Step 2. If not proceed to step 3. B) All Isolator Rows i.Remove cover from manhole at upstream end of Isolator Row ii.Using a flashlight, inspect down Isolator Row through outlet pipe 1.Mirrors on poles or cameras may be used to avoid a confined space entry 2.Follow OSHA regulations for confined space entry if entering manhole iii.If sediment is at or above the lower row of sidewall holes (approximately 3 inches) proceed to Step 2. If not proceed to Step 3. Step 2)Clean out Isolator Row using the JetVac process A) A fixed culvert cleaning nozzle with rear facing nozzle spread of 45 inches or more is preferable B) Apply multiple passes of JetVac until backflush water is clean C) Vacuum manhole sump as required Step 3) Replace all caps, lids and covers, record observations and actions Step 4)Inspect & clean catch basins and manholes upstream of the StormTech system ADS “Terms and Conditions of Sale” are available on the ADS website, www.ads-pipe.com Advanced Drainage Systems, the ADS logo, and the green stripe are registered trademarks of Advanced Drainage Systems. Stormtech®and the Isolator®Row are registered trademarks of StormTech, Inc. Green Building Council Member logo is a registered trademark of the U.S. Green Building Council. © 2013 Advanced Drainage Systems, Inc. SO90809 02/13 3.0 Isolator Row Step By Step Maintenance Procedures 4 21) B)1) A) StormTech Isolator Row (not to scale) Stadia Rod Readings Fixed point Fixed point Sediment Date to chamber to top of Depth Observations/Actions Inspector bottom (1)sediment (2)(1) - (2) 3/15/01 6.3 ft.none New installation. Fixed point is Cl frame at grade djm 9/24/01 6.2 0.1 ft.Some grit felt sm 6/20/03 5.8 0.5 ft.Mucky feel, debris visible in manhole and in rv Isolator row, maintenance due 7/7/03 6.3 ft.0 System jetted and vacuumed djm Sample Maintenance Log 70 Inwood Road, Suite 3 Rocky Hill Connecticut 06067 860.529.8188 888.892.2694 fax 866.328.8401 www.stormtech.com Detention • Retention • Water Quality A division of The Up-Flo Filter Stormwater Treatment System Operation and Maintenance Manual Distributed by KriStar Enterprises, Inc., (800) 579-8819 360 Sutton Place, Santa Rosa, CA 95407 UP-FLO® FILTER OPERATIONS AND MAINTENANCE MANUAL Table of Contents 3 Up-Flo® Filter - Overview - General Product Description - Typical Configurations - Maintenance Services 4 Operation - Introduction - Pollutant Capture - Reduced Clogging - Overflow Protection 5 Maintenance - Overview - First-Year Monitoring - Inspection - Floatables, Oil and Sump Cleanout - Replacement of Media Packs and Drain Down Filter 12 Up-Flo® Filter Installation Log 13 Up-Flo® Filter Inspection and Maintenance Log IMPORTANT - ORDER REPLACEMENT PARTS FOR MAINTENANCE - IMPORTANT Annual maintenance requires replacement of the filter media packs and the Drain Down filter. Contact KriStar Enterprises, Inc., to order replacements. Allow 2-4 weeks for delivery. Office hours Monday thru Friday 8:00 A.M. to 5:00 P.M. PST Toll free: 1-800-579-8819 Phone: 707-524-8181 Fax: 707-524-8186 Distributed by KriStar Enterprises, Inc., (800) 579-8819 360 Sutton Place, Santa Rosa, CA 95407 COPYRIGHT STATEMENT: The contents of this manual, including the drawings and specifications contained herein or annexed hereto, are intended for the use of the recipient to whom the document and all associated information are directed. Hydro International plc owns the copyright of this document (including any drawings or graphics), which is supplied in confidence. It must not be used for any purpose other than that for which it is supplied and must not be reproduced, in whole or in part stored in a retrieval system or transmitted in any form or by any means without prior permission in writing from Hydro International plc. Up-Flo® Filter is a trademarked filtration device of Hydro International plc. A patent covering the Up-Flo® Filter has been granted. DISCLAIMER: Information and data contained in this manual is exclusively for the purpose of assisting in the operation and maintenance of Hydro Interna- tional plc’s Up-Flo®Filter. No warranty is given nor can liability be accepted for use of this information for any other purpose. Hydro International plc have a policy of continuous product development and reserve the right to amend specifications without notice. 2. UP-FLO® FILTER OPERATION AND MAINTENANCE MANUAL Product Overview The Up-Flo® Filter is a modular high-rate stormwater filtration device. As shown below, it is typically installed into a 4-ft diameter catch basin structure. Each Filter Module has a screen and support bracket that is attached to the concrete manhole and each contains a Media Pack that includes flow distribution and filtration media. Modules can attach to each other to form a “ring” of up to six modules. Up to two of the modules are attached to an Outlet Module that has a Bypass Hood and filtered Drain Down. The modular design can be supplied in different configurations depending on the application as shown in the following illustrations. An upward flow path through the Filter Modules allow stormwater to be screened and filtered. In addition to the screening and filtering processes, gross pollutants will also settle into the sump or float to the surface of the water held within the manhole. The standard units are supplied with a 3-ft sump to allow for sediment and gross pollutant accumulations between maintenance intervals. The following manual describes the operation of the Up-Flo Filter and provides general maintenance requirements that will ensure the filter will continue to operate and perform as intended. In general, a minimum of two inspections are required the first year to monitor sediment and gross pollutant accumulations in the manhole structure and inspect the Filter Media Pack and Drain Down Filter. The frequency of the maintenance interval is site specific as it will depend on the rate of pollutant accumulations. The first year of inspections and monitoring pollutant accumulations will determine future maintenance intervals. Hydro International offers maintenance contracts nationwide, through Drainage Protections Systems (DPS). It is hoped that owners will take advantage of this service as operators of DPS have been trained and certified to ensure that maintenance will be performed properly. Should the owner choose to conduct maintenance procedures themselves, it is recommended that DPS be contacted to discuss the following procedures and consider contacting a representative from DPS for the first maintenance cycle. Contact our Maintenance Operations Department Office hours Monday thru Friday 8:00 A.M. to 5:00 P.M. PST Toll free: 1-888-950-8826 Phone: 951-698-3683 Fax: 951-698-8371 UP-FLO FILTER COMPONENTS 1. Inlet Grate 2. Bypass Siphon with Floatables Baffle 3. Filter Module 4. Outlet Module 5. Media Pack 6. Angled Screen 7. Drain Down Assembly (not visible) 8. Sump Distributed by KriStar Enterprises, Inc., (800) 579-8819 360 Sutton Place, Santa Rosa, CA 95407 1 2 3 4 7 8 6 5 3. UP-FLO® FILTER OPERATION AND MAINTENANCE MANUAL Configurations Manhole Vault Retrofit Operation INTRODUCTION The Up-Flo Filter operates on simple fluid hydraulics. It is self- activating, has no moving parts, no external power requirements and is fabricated with durable non-corrosive components. Personnel are not required to operate the unit and maintenance is limited to periodic inspections, sediment and floatables removal, Media Pack replacement and Drain Down Filter replacement. POLLUTANT CAPTURE The Up-Flo Filter is designed to operate as a “treatment train” by incorporating multiple treatment technologies into a single device. Trash and gross debris are removed by sedimentation and screening before they are introduced to the filtration media, pre- venting surface blinding of the filter media. The Up-Flo Filter is a wet sump device. Between storm events, oil and floatables are stored on the water surface separate from the sediment storage volume in the sump (see Figure 1). The high-capacity bypass si- phon acts as a floatables baffle to prevent washout of captured floatable pollutants during high-intensity events. REDUCED CLOGGING The Up-Flo Filter has been designed to minimize the occurrence of clogging and blinding. The Up-Flo Filter employs a unique Drain Down design that allows the water level in the chamber to drop below the filter media between events. The Drain Down mechanism creates a reverse flow that flushes captured pollutants off the surface of the filter bag, helping to prevent blinding. By allowing the water to drain out, the drain-down mechanism also reduces the weight of the filter bags. This makes the bags easier and safer to remove during maintenance operations. OVERFLOW PROTECTION The Angled Screens are designed to prevent ragging and blind- ing. The Angled Screens are situated below the Filter Modules, sheltering them from the direct path of the influent. Coarse debris settles in the sump before the runoff flows up through the screens, protecting them from blinding. In the unlikely event of a blockage, the high capacity Siphonic Bypass is designed to convey high enough flow that large storm events will not create upstream flooding. Drain down Angled screen Outlet module with bypass hood Filter module Floating debris Settleable solids Figure 1: Pollutants captured in the Up-Flo Filter Distributed by KriStar Enterprises, Inc., (800) 579-8819 360 Sutton Place, Santa Rosa, CA 95407 4. UP-FLO® FILTER OPERATION AND MAINTENANCE MANUAL Maintenance OVERVIEW The Up-Flo Filter protects the environment by removing a wide range of pollutants from stormwater runoff. Periodic removal of these captured pollutants is essential to the proper functioning of the Up-Flo Filter. The Up-Flo Filter design allows for easy and safe inspection, monitoring and clean-out procedures. It has a wide central opening between the Filter Modules for easy and comfort- able access to all of the components (See figure 2). Comple- tion of all the maintenance activities for a typical manhole Up -Flo Filter takes less than one hour. Maintenance activities include inspection, floatables re- moval, oil removal, sediment removal, Media Pack replace- ment, and Drain Down Filter replacement. Maintenance in- tervals are determined from monitoring the Up-Flo Filter dur- ing its first year of operation. Depending on the site, some maintenance activities may have to be performed on a more frequent basis than others. In the case of inspection and floatables removal, a vactor truck is not required. Other- wise, a vactor truck is normally required for oil removal, removal of sediment from the sump, and replacement of the Media Packs and Drain Down Filter. In most cases, entry into the Up-Flo Filter vessel is required for replacement of the Media Packs and Drain Down Filter, and OSHA Con- fined Space Entry procedures will have to be followed. Media Packs should not be installed in the modules until construction activities are complete and site stabilization is effective. FIRST-YEAR MONITORING Hydro International recommends that inspections be per- formed at least every six months during the first year of op- eration. Use the following guidelines for determining mainte- nance intervals: • Floatables and Oil Monitoring: The water surface in the Up-Flo Filter should be monitored for accumulation of floatables and oil. Floatables should not be allowed to accu- mulate to the point where they completely cover the surface of the water. Oil should not be allowed to accumulate to the point where it has formed a measurable thickness on the surface of the water. The rate of floatables and oil accumula- tion can be estimated by dividing the surface area cov ered by floatables and/or oil by the number of months since the Up-Flo Filter was installed. • Sediment Monitoring: A simple probe, such as the Sludge-Judge®, should be used to determine the depth of sediment in the sump. The maximum allowable sediment depth in a typical 4-foot diameter manhole equipped with an Up-Flo Filter is 16”. In any case, sediment must be removed before it blocks the inlet to the Drain Down Filter. The rate of sedi- ment accumulation can be estimated by dividing the meas- ured depth of sediment by the number of months since the Up-Flo Filter was installed. • Media Pack Monitoring: Filter bags should be weighed to determine the amount of particles that have been captured in the bags. Filter bags from one or two modules should be weighed. Spent filter bags weigh approximately 40 lbs wet. The rate of filter bag clogging can be estimated by subtracting the wet weight of a new bag (approximately 20 lbs.) from the measured wet weight of the bags being checked and dividing by the number of months since the bags were installed. • Drain Down Filter Monitoring: The water level in the Up-Flo Filter should be monitored to ensure that the Drain Down Filter is operating properly. One to two days after a significant rainfall, the water level inside the vessel should have dropped to a point where it is equal with the base of the Filter Modules. If the water level has not reached that point, then the Drain Down Filter has either become clogged or blinded by trash or debris. If there is no evidence of trash or debris around the Drain Down Filter inlet, then it has likely become clogged with particles. The rate of Drain Down Filter clogging can be estimated by noting the number of months since the Up-Flo Filter was installed. Hydro International recommends a maximum maintenance interval of one year for all maintenance activities but, based on the first-year monitoring, a shorter mainte- nance interval for some maintenance activities may be appropriate. Figure 2: The wide central opening in the Up-Flo Filter Distributed by KriStar Enterprises, Inc., (800) 579-8819 360 Sutton Place, Santa Rosa, CA 95407 5. UP-FLO® FILTER OPERATION AND MAINTENANCE MANUAL INSPECTION Inspection is a simple process that requires monitoring pollutant accumulations. Maintenance crews should be familiar with the Up-Flo Filter and its components prior to inspection. SCHEDULING • Inspection may be conducted during any season of the year but should occur shortly after a predicted rainfall to ensure components are operating properly. RECOMMENDED EQUIPMENT • Safety Equipment and Personal Protective Equipment (traffic cones, work gloves, etc.) • Scale to measure the weight of the filter bags • Crow bar to remove grate or lid • Pole with skimmer or net • Sediment probe (such as a Sludge Judge®) • Up-Flo Filter Maintenance Log • Trash bags for removed floatables INSPECTION PROCEDURES 1. Set up any necessary safety equipment (such as traffic cones) to provide access to the Up-Flo® Filter. Safety equipment should notify passing pedestrian and road traf- fic that work is being done. 2. Remove the grate or lid to the manhole or vault. 3. Without entering the vessel, look down into the chamber to inspect the inside. Make note of any irregularities. See Figure 3 for a typical Inspection View. 4. Without entering the vessel, use the pole with the skim- mer net to remove floatables and loose debris from the chamber. 5. Using a sediment probe such as a Sludge Judge®, measure the depth of sediment that has collected in the sump of the vessel. Maximum sediment depth is 16 inches. 6. Remove the Filter Module lid by turning the cam latch and remove the Filter Media Pack (refer to page 8 Re- placement Procedures). Weigh the filter bags from one or two modules. Filter bags should be replaced if the wet weight exceeds 40 lbs. 7. On the Maintenance Log record the date, unit location, estimated volume of floatables and gross debris removed, and the depth of sediment measured. Also note any ap- parent irregularities such as damaged components or a high standing water level (see Figure 3 for the standard standing water level). 8. Securely replace the grate or lid. 9. Remove safety equipment. 10. Contact Drainage Protection Services at 1-888-950- 8826 to discuss any irregularities noted during inspection. BYPASS SIPHON SITS EVENLY ON OUTLET MODULE FILTER MODULE LIDS ARE CLOSED STANDING WATER LEVEL IS NO HIGHER THAN THE BASE OF THE FILTER MODULE Figure 3: Inspection view of the Up-Flo Filter Distributed by KriStar Enterprises, Inc., (800) 579-8819 360 Sutton Place, Santa Rosa, CA 95407 6. UP-FLO® FILTER OPERATION AND MAINTENANCE MANUAL FLOATABLES, OIL, AND SUMP CLEANOUT A commercially or municipally owned sump-vac is used to remove captured sediment, oil and floatables (Figure 4). Floatables and loose debris can also be netted with a skimmer and pole. The access port located at the top of the manhole provides unobstructed access for a vactor hose and skimmer pole to be lowered to the base of the sump. SCHEDULING • Floatables and sump cleanout may typically be done during any season of the year - before and after the rainy season • Floatables and sump cleanout should occur as soon as possi- ble following a contaminated spill in the contributing drainage area RECOMMENDED EQUIPMENT • Safety Equipment (traffic cones, etc) • Crow bar to remove grate or lid • Pole with skimmer or net (if only floatables are being removed) • Sediment probe (such as a Sludge Judge®) • Vactor truck (flexible hose preferred) • Pressure nozzle attachment or other screen-cleaning device • Up-Flo Filter Maintenance Log Figure 4: Sediment is removed with a vactor hose Distributed by KriStar Enterprises, Inc., (800) 579-8819 360 Sutton Place, Santa Rosa, CA 95407 7. UP-FLO® FILTER OPERATION AND MAINTENANCE MANUAL FLOATABLES, OIL AND SUMP CLEAN OUT PROCEDURES 1. Set up any necessary safety equipment (such as traffic cones) around the access of the Up-Flo Filter. Safety equipment should notify passing pedestrian and road traffic that work is being done. 2. Remove the grate or lid to the manhole or vault. 3. Without entering the vessel, look down into the chamber to inspect the inside. Make note of any irregularities. 4. If the standing water level in the sump is above the base of the Filter Modules (see Figure 3), tug the Pull Chain(s) to re- lease the Drain Down Plug(s). Allow the excess water to drain out of the chamber. 5. Use the skimmer pole to fit the Drain Down plug back into the open port. 6. Once all floatables and oil have been removed, drop the vactor hose to the base of the sump. Vactor out the sediment and gross debris from the sump floor. Up to 0.6 yd3 of sediment and 360 gallons of water will be removed from a typical man- hole Up-Flo Filter during this process. 7. Retract the vactor hose from the vessel. 8. Inspect the Angled Screens for blockages and ragging. If present, remove the obstruction or ragging materials from the surface using a hose or other screen-cleaning device. 9. On the Maintenance Log record the date, unit location, estimated volume of floatables, oils, and gross debris removed, and the depth of sediment measured. Note any apparent irregularities such as damaged components or blockages. 10. Securely replace the grate or lid. 11. Remove safety equipment. 12. Dispose of sediment and gross debris at your local landfill; following local regulations. 13. Dispose of oil and sump water at a licensed water treatment facility. 14. Contact DPS at 1-888-950-8826 to discuss any irregularities noted during cleanout. REPLACEMENT OF MEDIA PACKS AND DRAIN DOWN FILTER Unless the Up-Flo Filter has been installed as a very shallow unit, it is necessary to have an OSHA-confined space entry trained person enter the vessel to replace Media Packs. SCHEDULING • Call DPS to order replacement Media Packs and Drain Down filter prior to scheduling maintenance. • Because Media Pack replacement requires entry into the Up-Flo chamber, maintenance events should be scheduled during dry weather. • Media Pack replacement should occur immediately after a contaminated spill in the contributing drainage area. Figure 5: Cut-away view of the Filter Module Distributed by KriStar Enterprises, Inc., (800) 579-8819 360 Sutton Place, Santa Rosa, CA 95407 8. 1 UP-FLO® FILTER OPERATION AND MAINTENANCE MANUAL RECOMMENDED EQUIPMENT • Safety Equipment (traffic cones, etc) • Crow bar to remove grate or lid • Pole with skimmer or net (if floatables removal is not to be done with vactor hose) • Sediment probe (such as a Sludge Judge®) • Vactor truck (flexible hose preferred) • OSHA Confined Space Entry Equipment • Up-Flo Filter Replacement Media Packs (available from DPS) • Up-Flo Filter Maintenance Log • Screwdriver (flat head) • Replacement Drain Down Filter components supplied by DPS MEDIA PACK AND DRAIN DOWN FILTER REPLACEMENT PROCEDURES 1. Follow Floatables and Sump Cleanout Procedures, 1 – 10. 2. Following OSHA Confined Space Entry procedures, enter the Up-Flo Filter Chamber. 3. Open the Filter Module by turning the three cam latches on the front and sides of the module. Remove the lid to gain access to the Media Pack (Figure 6). 4. Remove and discard the spent Media Pack. The Media Pack contents include: • A top layer of green Flow-Distributing Media. • Two (2) Media Bags equipped with nylon handles. • A bottom layer of green Flow-Distributing Media. 2 3 2 1. FILTER MODULE COVER AND MEDIA RESTRAINT 2. FLOW-DISTRIBUTING MEDIA 3. FILTER MEDIA BAGS 4. REPLACEABLE MEDIA PACK 5. CAM LATCH 6. CONVEYANCE CHANNEL 7. FILTER MODULE 8. SUPPORT BRACKET / ANGLED SCREEN 1 2 3 2 4 5 7 6 8 Figure 6: The Filter Module houses the Media Restraint and the Media 9. Distributed by KriStar Enterprises, Inc., (800) 579-8819 360 Sutton Place, Santa Rosa, CA 95407 UP-FLO® FILTER OPERATION AND MAINTENANCE MANUAL 5. Insert a new Media Pack, supplied by DPS. • First, insert a bottom layer of green Flow-Distributing Media. Be sure that the media sits snugly and level at the bottom of the Filter Module. • Next, insert the first of two (2) replacement Media Bags. Smooth the bag out with your hands to make sure that the bag extends snugly to the walls and corners of the Filter Module. • Insert the second Media Bag, following the same procedure. • Insert the top layer of green Flow-Distributing Media. Be sure that the piece fits snugly against the walls and corners of the Filter Module. • Put the lid on and secure the three latches. Check to make sure that the latches are closed properly. 6. Use a screwdriver to unscrew the Drain Down Filter from the face of the Outlet Module (see Figure 7). DO NOT DISCARD THIS PIECE. 7. Install new Drain Down Filter supplied by DPS. 8. Exit the Up-Flo Filter chamber and securely replace the grate or lid. 9. On the Maintenance Log provided by DPS, record the date, unit location, estimated volume of floatables, oil and gross debris removed, and the depth of sediment measured. Note the number of Media Packs replaced. Note any irregularities such as damaged components or blockages. 10. Remove safety equipment. 11. Dispose of spent media packs at your local landfill, following local regulations. 12. Return the spent Drain Down Filter to DPS. 13. Contact DPS to discuss any irregularities noted during annual maintenance. 1 3 2 1. DRAIN DOWN FILTER 2. DRAIN DOWN PLUG 3. PULL CHAIN FOR DRAIN DOWN Figure 7: The Drain Down Filter Maintenance at a Glance ACTIVITY FREQUENCY Inspection Floatables/Oils Removal Sediment Removal Media Pack Replacement Drain Down Filter Replacement - Regularly during first year of installation - Every 6 months after the first year of installation - Twice per year or as needed - Following a contaminated spill in the drainage area - Twice per year or as needed - Following a contaminated spill in the drainage area - Once per year or as needed - Following a contaminated spill in the drainage area - Once per year with Media Pack replacement - As needed, in the event of continuous base flow conditions 10. Distributed by KriStar Enterprises, Inc., (800) 579-8819 360 Sutton Place, Santa Rosa, CA 95407 UP-FLO® FILTER INSPECTION & MAINTENANCE LOG Distributed by KriStar Enterprises, Inc., (800) 579-8819 360 Sutton Place, Santa Rosa, CA 95407 11. Up-Flo® Filter Installation Log DPS REFERENCE NUMBER: SITE NAME: SITE LOCATION: OWNER: CONTACT NAME: COMPANY NAME: ADDRESS: TELEPHONE: FAX: TELEPHONE: ADDRESS: FAX: COMPANY NAME: CONTACT NAME: CONTRACTOR: INSTALLATION DATE: / / CONFIGURATION (CIRCLE ONE): MANHOLE RETROFIT VAULT SYSTEM TOTAL NUMBER OF UP-FLOtm FILTER MODULES: 12. Distributed by KriStar Enterprises, Inc., (800) 579-8819 360 Sutton Place, Santa Rosa, CA 95407 Up-Flo® Filter Inspection and Maintenance Log SITE ACTIVITY AND COMMENTS NUMBER OF MEDIA PACKS REPLACED AREA/DEPTH OF FLOATABLES AND OILS DATE INITIALS SEDIMENT DEPTH MEASURED VOLUME OF SEDIMENT REMOVED 13. Distributed by KriStar Enterprises, Inc., (800) 579-8819 360 Sutton Place, Santa Rosa, CA 95407 Priority Project Water Quality Management Plan (WQMP) Hilton Garden Inn/Home2 Suites Section VII Page 29 Attachment D –Capture Efficiency Method Calculations (BMP-2) TECHNICAL GUIDANCE DOCUMENT APPENDICES III-20 December 20, 2013 Worksheet C: Capture Efficiency Method for Volume-Based, Constant Drawdown BMPs Step 1: Determine the design capture storm depth used for calculating volume 1 Enter design capture storm depth from Figure III.1, d (inches) d= inches 2 Enter calculated drawdown time of the proposed BMP based on equation provided in applicable BMP Fact Sheet, T (hours) T= hours 3 Using Figure III.2, determine the "fraction of design capture storm depth" at which the BMP drawdown time (T) line achieves 80% capture efficiency, X1 X1= 4 Enter the effective depth of provided HSCs upstream, dHSC (inches) (Worksheet A) dHSC= inches 5 Enter capture efficiency corresponding to d HSC, Y2 (Worksheet A)Y2= % 6 Using Figure III.2, determine the fraction of design capture storm depth at which the drawdown time (T) achieves the equivalent of the upstream capture efficiency(Y2), X2 X2= 7 Calculate the fraction of design volume that must be provided by BMP, fraction = X1 X2 fraction= 8 Calculate the resultant design capture storm depth (inches), dfraction= fraction × d dfraction= inches 9 SOC Only: When using this method for biofiltration sizing, check that the resulting volume in pre-filter detention volume plus pore spaces is at least 0.75 of the remaining DCV (See Section III.7 and Worksheet SOC-1). Y / N / NA Step 2: Calculate the DCV 1 Enter Project area tributary to BMP (s), A (acres) A= acres 2 Enter Project Imperviousness, imp (unitless) imp= 3 Calculate runoff coefficient, C= (0.75 x imp) + 0.15 C= 4 Calculate runoff volume, Vdesign= (C x drfraction x A x 43560 x (1/12))Vdesign=cu-ft Supporting Calculations Describe system: TECHNICAL GUIDANCE DOCUMENT APPENDICES III-21 December 20, 2013 Worksheet C: Capture Efficiency Method for Volume-Based, Constant Drawdown BMPs Provide drawdown time calculations per applicable BMP Fact Sheet: Graphical Operations Provide supporting graphical operations. See Example III.6. O W N E R : S O U R C E O F T O P O G R A P H Y : T I T L E I N F O R M A T I O N : A S S E S S O R ' S P A R C E L N U M B E R : S I T E A D D R E S S : L E G A L D E S C R I P T I O N : V E R T I C A L B E N C H M A R K : B O U N D A R Y N O T E S : E A S E M E N T N O T E S : S O U T H M A N C H E S T E R A V E P O O L A R E A E X I S T I N G 5 S T O R Y 9 6 R O O M H O L I D A Y I N N E X P R E S S 6 S T O R Y 2 1 0 R O O M H I L T O N G A R D E N I N N & H O M E 2 S U I T E S R A M P D O W N 4340 VIEWRIDGE AVE, SUITE B SAN DIEGO, CA 92123 R E V I S I O N S : S H E E T N U M B E R D A T E L A S T E D I T E D : 1 o f 1 HILTON GARDEN INN & HOME2 SUITE 1441 S. Manchester Ave. Anaheim CA 92802 Nara Investment, LLC PH: (858) 634-8627 APPENDIX F DRAINAGE STUDY Hilton Garden Inn/Home2 Suites City of Anaheim Drainage & Runoff Management Plan PRELIMINARY MASTER DRAINAGE & RUNOFF MANAGEMENT PLAN FOR Hilton Garden Inn/Home2 Suites 1411 S. Manchester Ave Anaheim, CA 92802 APN: 127-621-06 & 07 Prepared: April 25th 2018 Prepared By: OMEGA Engineering Consultants 4340 Viewridge Ave, Suite B San Diego, CA 92123 (858) 634-8620 Prepared for: Nara Investments, LLC 1411 S. Manchester Ave Anaheim, CA 92802 (714) 904-5740 Planning Application: _________________ ___________________________________ _______________________ Patric de Boer R.C.E. #83583 Date Hilton Garden Inn/Home2 Suites City of Anaheim Drainage & Runoff Management Plan TABLE OF CONTENTS -SITE AND PROJECT DESCRIPTION page 1 -METHODOLOGY page 1 -EXISTING CONDITIONS page 2 -DEVELOPED CONDITIONS page 2 -EXISTING RUNOFF ANALYSIS page 3 -DEVELOPED RUNOFF ANALYSIS page 3 -OFFSITE INLET SIZING page 4 -RESULTS AND CONCLUSIONS page 4 -EXISTING RATIONAL CALCULATIONS page 5 -PROPOSED RATIONAL CALCULATIONS page 8 LIST OF FIGURES FIGURE 1: VICINITY MAP page 4 FIGURE 2: EXISTING HYDROLOGY MAP page 11 FIGURE 3: PROPOSED HYDROLOGY MAP page 12 LIST OF APPENDICES Appendix 1.0: Soil Group Map Appendix 2.0: Pages from OC Hydrology Manual Appendix 3.0: Previously approved drainage report for Phase 1 Hilton Garden Inn/Home2 Suites City of Anaheim Drainage & Runoff Management Plan 1 SITE AND PROJECT DESCRIPTION This drainage study has been prepared as part of the Grading Application for the development of 1411 S. Manchester Ave Anaheim, CA 92802 (lat: 33.81139 long: -117.91222) for the proposed use as a multi-story hotel. The existing site is occupied by a recently built Holiday Inn, and an older Comfort Inn & Suites. The project proposes to demolish the Comfort Inn & Suites and construct a single building, dual brand Hilton Garden Inn & Home2 Suites. The project will include a street dedication and widening of S. Manchester Ave. This analysis includes this offsite area. The site is located 600 ft east of the intersection of S. Harbor Blvd and S. Manchester Ave. The area in which the site is located is mostly commercial with several adjacent hotels. See Figure 1 for vicinity map. Figures 2 and 3 show the existing and proposed drainage flow paths and basins. The drainage basin is located in the East Coastal Plain Sub-area (801.11) in the Lower Santa Ana River Hydrologic Area (801.10), in the Santa Ana River Hydrologic Unit (801.00). Runoff generated by the site is conveyed to Bolsa Chica Channel approximately 1.5 miles from the site and then flows to Huntington Harbor. The site is not in a FEMA 100-year flood zone. The specifics of the previous redevelopment are detailed in the report titled “Master Drainage & Runoff Management Plan for Holiday, S. Manchester Ave” dated December 18th, 2013 and revise June11th, 2014. This report is prepared as a separate analysis from the previous report. The previous report has been included as a reference in Appendix 3.0 METHODOLOGY This drainage study has been prepared in accordance with current City of Anaheim regulations and procedures. All proposed conduits have been designed to intercept and convey the 100-yr rainfall event. The Modified Rational Method was used to compute the anticipated runoff. The following input variables were used. Time of Concentration (T) was determined using the Orange County Hydrology Manual Time of Concentration Nomograph. Intensity (I) was determined using the regression equation from figure B-7 of the Orange County Hydrology Manual Loss Rate (Fm) was calculated by multiplying the infiltration rate of the native soil by the pervious area fraction of the site per page D-7 of the OC Hydrology Manual. Fm=Ap×Fp Peak Flow (Q) was calculated using equation D.4 from the OC Hydrology Manual. Q=0.9×(I-Fm)×A All Orange County Hydrology Manual pages showing these nomographs and equations have been included in Appendix 2.0 of this report. See the attached calculations for particulars. The following references have been used in preparation of this report: (1) County of Orange Hydrology Manual, October 1986 (2) County of Orange Hydrology Manual Workbook, September, 1987 (3) Handbook of Hydraulics, E.F. Brater & H.W. King, 6th Ed., 1976. Hilton Garden Inn/Home2 Suites City of Anaheim Drainage & Runoff Management Plan 2 EXISTING CONDITIONS: The existing project site consists of an older Comfort Inn & Suites and a recently built multi story Holiday Inn. The portion of the site on which the Holiday Inn & Suites is located drains to a sub-surface infiltration trench, which has an overflow that conveys runoff to the public MS4. The southerly portion on which the Comfort Inn & Suites is located drains to a private storm drain inlet and then directly to the public MS4. The connection point to the public system is an 18” pipe (sloped at 1.0%) that is lugged to 48” City of Anaheim RCP north of S. Manchester Ave. The 48” pipe follows S. Manchester Ave to the intersection with S. Harbor Blvd., continuing along the City MS-4 system to Bolsa Chica Channel. The existing disturbed area is 83% impervious. DEVELOPED CONDITIONS: The proposed development includes demolition and removal of the comfort Inn & Suites and the construction of a multistory, dual brand hotel with associated hardscape. The project will not disturb the area around the existing Holiday Inn. The entire disturbed area will be regraded and improved for use as a multistory Holiday Inn Express Hotel. The drainage patterns will be modified onsite, but the site shall still maintain the existing outlet points and drain to the same MS-4. The project site will be modified and the impervious percentage will decrease from 83% in the existing condition to 82% in the proposed. EXISTING RUNOFF ANALYSIS: The existing site was modeled as 4 drainage basins that confluence with each other in the public and private storm drain system. The County of Orange Soil Group Map indicates the underlying site soil as Group A. The existing flows were calculated using the Modified Rational Method according to the County of Orange Hydrology Manual. Time of concentration, Intensity, Loss Rate, and the confluence of flows were calculated using the hydrology manual pages that have been included as Appendix 2.0 of this report. The existing peak flow for the 100 year storm was found to be 9.59 cfs. DEVELOPED RUNOFF ANALYSIS: The proposed site was modeled as 5 drainage basins that confluence with each other in the public and private storm drain system. The County of Orange Soil Group Map indicates the underlying site soil as Group A. The proposed flows were calculated using the Modified Rational Method according to the County of Orange Hydrology Manual. Time of concentration, Intensity, Loss Rate, and the confluence of flows were calculated using the hydrology manual pages that have been included as Appendix 2.0 of this report. The proposed peak flow for the 100 year storm was found to be 9.32 cfs, a reduction of 0.27 cfs over existing conditions. Hilton Garden Inn/Home2 Suites City of Anaheim Drainage & Runoff Management Plan 3 The site has been designed to drain to an infiltration trench facility located under a drive aisle, but for the 100-year storm calculations, it is assumed that the facility is full and runoff flows directly to the overflow. As a conservative measure, no reduction is assumed for infiltrated runoff during the 100 year storm. RESULTS AND CONCLUSIONS The proposed project will result in a decrease in stormwater discharge of 0.27 cfs for the 100- year storm event. The impervious area fraction of the site will decrease to 82%. The proposed site will produce 9.32 cfs for the 100-yr storm while the existing produces 9.59 cfs . The attached calculations reflect the pre-project and post project outflow of the site before the detention element of the infiltration trench is considered for the 100-yr event Due to the measures taken to reduce and mitigate runoff peak flows, it is the opinion of Omega Engineering Consultants that the proposed development has been designed to safely convey the 100 year storm event, while presenting no adverse effects to downstream facilities or receiving waters. RATIONAL METHOD STUDY FORM TT TC IC Fm Fm Q FLOW PATH SLOPE Height SUBAREA TOTAL min. min. in/hr in/hr avg total cfs LENGTH ft/ft ft 0.808 0.808 A COM -7.5 3.2 0.37 0.37 2.07 330 0.006 2.00 1.296 2.104 A COM 1.3 8.8 2.8 0.32 0.32 4.61 150 0.01 1.50 Ribbon gutter flow, V = 2 fps TT=1.3 s 0.575 0.575 A COM -9.5 2.8 0.30 0.30 1.30 300 0.008 2.50 8.8 3.2 0.32 5.80 Q= Q2+((I2-Fm1)/(I1-Fm2))*(T2/T1)*Q1 0.087 0.087 A COM -6.5 3.5 0.27 0.27 0.25 130 0.012 1.50 8.8 3.2 0.32 6.03 Q= Q2+((I2-Fm1)/(I1-Fm2))*Q1 Total Proposed Discharge=6.03 Study Name: HILTON GARDEN INN/HOME2 SUITES 10-YEAR STORM RATIONAL METHOD STUDY EXISTING DEV. TYPE CALCULATED BY_Patric de Boer____DATE_____________ EX-1.1 ORANGE COUNTY HYDROLOGY MANUAL AREA (ACRES)CONCENTRATION POINT SOIL TYPE Hydraulics and Notes EX-1.2 EX-2.0 EX-3.0 CONFLUENCE PT. #1 CONFLUENCE PT. #2 RATIONAL METHOD STUDY FORM TT TC IC Fm Fm Q FLOW PATH SLOPE Height SUBAREA TOTAL min. min. in/hr in/hr avg total cfs LENGTH ft/ft ft 0.808 0.808 A COM -7.5 3.8 0.37 0.37 2.48 330 0.006 2.00 1.296 2.104 A COM 1.3 8.8 3.2 0.32 0.32 5.53 150 0.01 1.50 Ribbon gutter flow, V = 2 fps TT=1.3 s 0.575 0.575 A COM -9.5 3.3 0.30 0.30 1.55 300 0.008 2.50 8.8 3.8 0.32 6.95 Q= Q2+((I2-Fm1)/(I1-Fm2))*(T2/T1)*Q1 0.087 0.087 A COM -6.5 4.1 0.27 0.27 0.30 130 0.012 1.50 8.8 3.8 7.22 Q= Q2+((I2-Fm1)/(I1-Fm2))*Q1 Total Proposed Discharge=7.22 EX-3.0 CONFLUENCE PT. #2 EX-1.1 EX-1.2 EX-2.0 CONFLUENCE PT. #1 ORANGE COUNTY HYDROLOGY MANUAL Study Name: HILTON GARDEN INN/HOME2 SUITES CALCULATED BY_Patric de Boer____DATE_____________ 25-YEAR STORM RATIONAL METHOD STUDY EXISTING CONCENTRATION POINT AREA (ACRES)SOIL TYPE DEV. TYPE Hydraulics and Notes RATIONAL METHOD STUDY FORM TT TC IC Fm Fm Q FLOW PATH SLOPE Height SUBAREA TOTAL min. min. in/hr in/hr avg total cfs LENGTH ft/ft ft 0.808 0.808 A COM -7.5 4.9 0.37 0.37 3.30 330 0.006 2.00 1.296 2.104 A COM 1.3 8.8 4.2 0.32 0.32 7.35 150 0.01 1.50 Ribbon gutter flow, V = 2 fps TT=1.3 s 0.575 0.575 A COM -9.5 4.3 0.30 0.30 2.06 300 0.008 2.50 8.8 4.9 0.32 9.23 Q= Q2+((I2-Fm1)/(I1-Fm2))*(T2/T1)*Q1 0.087 0.087 A COM -6.5 5.3 0.27 0.27 0.40 130 0.012 1.50 8.8 4.9 9.59 Q= Q2+((I2-Fm1)/(I1-Fm2))*Q1 Total Proposed Discharge=9.59 EX-3.0 CONFLUENCE PT. #2 EX-1.1 EX-1.2 EX-2.0 CONFLUENCE PT. #1 ORANGE COUNTY HYDROLOGY MANUAL Study Name: HILTON GARDEN INN/HOME2 SUITES CALCULATED BY_Patric de Boer____DATE_____________25-YEAR STORM RATIONAL METHOD STUDY EXISTING CONCENTRATION POINT AREA (ACRES)SOIL TYPE DEV. TYPE Hydraulics and Notes RATIONAL METHOD STUDY FORM TT TC IC Fm Fm Q FLOW PATH SLOPE Height SUBAREA TOTAL min. min. in/hr in/hr avg total cfs LENGTH ft/ft ft 0.162 0.162 A COM -11.30 2.5 0.17 0.17 0.35 330 0.006 2.00 0.405 0.567 A COM 2.4 13.70 2.3 0.31 0.31 1.00 390 0.010 4.00 Pipe flow, V = 2.7 fps TT=2.4 s 0.584 0.584 A COM -9.50 2.8 0.31 0.31 1.32 300 0.005 1.40 13.70 2.5 0.31 2.20 Q= Q2+((I2-Fm1)/(I1-Fm2))*(T2/T1)*Q1 1.406 1.406 A COM -6.50 3.5 0.37 0.37 3.96 210 0.007 1.50 13.70 2.5 0.31 5.48 Q= Q2+((I2-Fm1)/(I1-Fm2))*(T2/T1)*Q1 0.209 0.209 A COM -10.00 2.8 0.28 0.28 0.48 270 0.004 1.10 13.70 2.5 0.31 5.91 Q= Q2+((I2-Fm1)/(I1-Fm2))*Q1 5.91 Total Proposed Discharge= CONFLUENCE PT. #3 A-1.1 A-2.0 CONFLUENCE PT. #1 A-3.0 CONFLUENCE PT. #2 B-1.0 A-1.2 ORANGE COUNTY HYDROLOGY MANUAL Study Name: HILTON GARDEN INN/HOME2 SUITES CALCULATED BY_Patric de Boer____DATE_____________10-YEAR STORM RATIONAL METHOD STUDY PROPOSED CONCENTRATION POINT AREA (ACRES)SOIL TYPE DEV. TYPE Hydraulics and Notes RATIONAL METHOD STUDY FORM TT TC IC Fm Fm Q FLOW PATH SLOPE Height SUBAREA TOTAL min. min. in/hr in/hr avg total cfs LENGTH ft/ft ft 0.162 0.162 A COM -11.30 3.0 0.17 0.17 0.41 330 0.006 2.00 0.405 0.567 A COM 2.4 13.70 2.7 0.31 0.31 1.21 390 0.010 4.00 Pipe flow, V = 2.7 fps TT=2.4 s 0.584 0.584 A COM -9.50 3.3 0.31 0.31 1.57 300 0.005 1.40 13.70 3.0 0.31 2.63 Q= Q2+((I2-Fm1)/(I1-Fm2))*(T2/T1)*Q1 1.406 1.406 A COM -6.50 4.1 0.37 0.37 4.73 210 0.007 1.50 13.70 3.0 0.31 6.53 Q= Q2+((I2-Fm1)/(I1-Fm2))*(T2/T1)*Q1 0.209 0.209 A COM -10.00 3.3 0.28 0.28 0.57 270 0.004 1.10 13.70 3.0 0.31 7.04 Q= Q2+((I2-Fm1)/(I1-Fm2))*Q1 7.04 CONFLUENCE PT. #3 Total Proposed Discharge= A-3.0 CONFLUENCE PT. #2 B-1.0 A-1.1 A-1.2 A-2.0 CONFLUENCE PT. #1 ORANGE COUNTY HYDROLOGY MANUAL Study Name: HILTON GARDEN INN/HOME2 SUITES CALCULATED BY_Patric de Boer____DATE_____________25-YEAR STORM RATIONAL METHOD STUDY PROPOSED CONCENTRATION POINT AREA (ACRES)SOIL TYPE DEV. TYPE Hydraulics and Notes RATIONAL METHOD STUDY FORM TT TC IC Fm Fm Q FLOW PATH SLOPE Height SUBAREA TOTAL min. min. in/hr in/hr avg total cfs LENGTH ft/ft ft 0.162 0.162 A COM -11.30 3.9 0.17 0.17 0.54 330 0.006 2.00 0.405 0.567 A COM 2.4 13.70 3.5 0.31 0.31 1.61 390 0.010 4.00 Pipe flow, V = 2.7 fps TT=2.4 s 0.584 0.584 A COM -9.50 4.3 0.31 0.31 2.09 300 0.005 1.40 13.70 3.9 0.31 3.49 Q= Q2+((I2-Fm1)/(I1-Fm2))*(T2/T1)*Q1 1.406 1.406 A COM -6.50 5.3 0.37 0.37 6.27 210 0.007 1.50 13.70 3.9 0.31 8.64 Q= Q2+((I2-Fm1)/(I1-Fm2))*(T2/T1)*Q1 0.209 0.209 A COM -10.00 4.3 0.28 0.28 0.75 270 0.004 1.10 13.70 3.9 0.31 9.32 Q= Q2+((I2-Fm1)/(I1-Fm2))*Q1 9.32 CONFLUENCE PT. #3 Total Proposed Discharge= A-3.0 CONFLUENCE PT. #2 B-1.0 A-1.1 A-1.2 A-2.0 CONFLUENCE PT. #1 ORANGE COUNTY HYDROLOGY MANUAL Study Name: HILTON GARDEN INN/HOME2 SUITES CALCULATED BY_Patric de Boer____DATE_____________100-YEAR STORM RATIONAL METHOD STUDY PROPOSED CONCENTRATION POINT AREA (ACRES)SOIL TYPE DEV. TYPE Hydraulics and Notes RATIONAL METHOD STUDY FORM 7.50 I=a*Tb 3.2 3.8 4.9 9.80 I=a*Tb 2.8 3.2 4.2 9.50 I=a*Tb 2.8 3.3 4.3 6.50 I=a*Tb 3.5 4.1 5.3 11.30 I=a*Tb 2.5 3.0 3.9 13.70 I=a*Tb 2.3 2.7 3.5 9.50 I=a*Tb 2.8 3.3 4.3 6.50 I=a*Tb 3.5 4.1 5.3 9.50 I=a*Tb 2.8 3.3 4.3 EX-1.2 Notes 100-YEAR STORM RATIONAL METHOD STUDY INTENSITY CALCULATIONS Intensity, 10-yr storm Intensity, 25-yr ORANGE COUNTY HYDROLOGY MANUAL Study Name: HILTON GARDEN INN/HOME2 SUITES EX-3.0 EX-1.1 Intensity, 100-yr storm Regression Equation Time of Concentration (T) EX-2.0 A-1.1 A-2.0 A-3.0 B-1.0 A-1.2 RATIONAL METHOD STUDY FORM Impervious Fraction (Ai) Pervious Loss Rate (Fp) Effective Loss Rate (Fp) 0.93 0.400 0.37 0.81 0.400 0.32 0.76 0.400 0.30 0.68 0.400 0.27 0.44 0.400 0.17 0.78 0.400 0.31 0.77 0.400 0.31 0.92 0.400 0.37 0.70 0.400 0.28 A-1.1 A-3.0 B-1.0 A-1.2 A-2.0 ORANGE COUNTY HYDROLOGY MANUAL Study Name: HILTON GARDEN INN/HOME2 SUITES Fm calculations EX-1.2 EX-1.1 EX-2.0 EX-3.0 PARCEL 1 S O U R C E O F T O P O G R A P H Y : T I T L E I N F O R M A T I O N : A S S E S S O R ' S P A R C E L N U M B E R : S I T E A D D R E S S : L E G A L D E S C R I P T I O N : V E R T I C A L B E N C H M A R K : B O U N D A R Y N O T E S : PM 2013-150R E F U S E LOUNGEHILTON GARDEN INNBREAKFAST ROOM K I T C H E N L A U N D R Y S T A F F I T B E L L R E C E P T I O N L O B B Y A C C O U N T I N G O F F I C E O F F I C E O P E N O F F I C E S A L E S M A N A G E R O F F I C E F L E X O F F I C E H R O F F I C E R E T A I L R E S T R O O M R E S T R O O M ELEC O F F I C E E N G I N E E R I N G S H O P G M O F F I C E O F F I C E O F F I C E MEETING ROOM O F F I C E O F F I C E O F F I C E M E E T I N G R O O M O F F I C E O F F I C E R E C E P T I O N R E S T R O O M K I T C H E N S T O R A G E 6 S T O R Y 2 1 7 R O O M D U A L B R A N D H I L T O N G A R D E N I N N / H O M E 2 S U I T E S Hilton Garden Inn/Home2 Suites City of Anaheim Drainage & Runoff Management Plan Appendix-1.0: Soil Group Map Hilton Garden Inn/Home2 Suites City of Anaheim Drainage & Runoff Management Plan Appendix-2.0: Pages from O.C. Hydrology Manual Hilton Garden Inn/Home2 Suites City of Anaheim Drainage & Runoff Management Plan Appendix-Previously Approved Drainage Plan for Phase 1 Holiday Inn, S. Manchester Ave. City of Anaheim Drainage & Runoff Management Plan MASTER DRAINAGE & RUNOFF MANAGEMENT PLAN FOR HOLIDAY INN, S. MANCHESTER AVE. 1411 S. Manchester Ave Anaheim, CA 92802 APN: 127-621-06 & 07 Prepared: December 18th, 2013 Revised: June 11th, 2014 Prepared By: OMEGA Engineering Consultants 4340 Viewridge Ave, Suite B San Diego, CA 92123 (858) 634-8620 Prepared for: Prime Group Construction Inc. PO Box 800521 Santa Clarita, CA 91380 Planning Application: GRA2013-02915 ___________________________________ _______________________ Sean M. Savage R.C.E. #75677 Date Holiday Inn, S. Manchester Ave. City of Anaheim Drainage & Runoff Management Plan TABLE OF CONTENTS -SITE AND PROJECT DESCRIPTION page 1 -METHODOLOGY page 1 -EXISTING CONDITIONS page 2 -DEVELOPED CONDITIONS page 2 -EXISTING RUNOFF ANALYSIS page 3 -DEVELOPED RUNOFF ANALYSIS page 3 -OFFSITE INLET SIZING page 4 -RESULTS AND CONCLUSIONS page 4 -EXISTING RATIONAL CALCULATIONS page 5 -PROPOSED RATIONAL CALCULATIONS page 8 -HYDRAULICS & INFILTRATION TRENCH CALCULATIONS page 11 -HYDRAULIC GRADE LINE EXHIBIT page 12 -OFFSITE INLET TRIBUTARY AREA EXHIBIT page 13 LIST OF FIGURES FIGURE 1: VICINITY MAP page 4 FIGURE 2: EXISTING HYDROLOGY MAP MAP POCKET FIGURE 3: PROPOSED HYDROLOGY MAP MAP POCKET LIST OF APPENDICES Appendix 1.0: Soil Group Map Appendix 2.0: Pages from OC Hydrology Manual Appendix 3.0: Values of K’ Chart Holiday Inn, S. Manchester Ave. City of Anaheim Drainage & Runoff Management Plan 1 SITE AND PROJECT DESCRIPTION This drainage study has been prepared as part of the Grading Application for the development of 1411 S. Manchester Ave Anaheim, CA 92802 (lat: 33.81139 long: -117.91222) for the proposed use as a multi-story hotel. The site is 1.36 acres in area and is occupied by several hotel buildings. As the site receives run on from the area directly to the South, the total area included in this analysis will be 2.75 ac. The surface and drainage modifications will be confined to the drainage basin referred to in this report as EX-1.1. The site is located 600 ft east of the intersection of S. Harbor Blvd and S. Manchester Ave. The area in which the site is located is mostly commercial with several adjacent hotels. See Figure 1 for vicinity map. Figures 2 and 3 show the existing and proposed drainage flow paths and basins. The drainage basin is located in the East Coastal Plain Sub-area (801.11) in the Lower Santa Ana River Hydrologic Area (801.10), in the Santa Ana River Hydrologic Unit (801.00). Runoff generated by the site is conveyed to Bolsa Chica Channel approximately 1.5 miles from the site and then flows to Huntington Harbor. The site is not in a FEMA 100-year flood zone. METHODOLOGY This drainage study has been prepared in accordance with current City of Anaheim regulations and procedures. All proposed conduits have been designed to intercept and convey the 100-yr rainfall event. The Modified Rational Method was used to compute the anticipated runoff. The following input variables were used. Time of Concentration (T) was determined using the Orange County Hydrology Manual Time of Concentration Nomograph. Intensity (I) was determined using the regression equation from figure B-7 of the Orange County Hydrology Manual Loss Rate (Fm) was calculated by multiplying the infiltration rate of the native soil by the pervious area fraction of the site per page D-7 of the OC Hydrology Manual. Fm=Ap×Fp Peak Flow (Q) was calculated using equation D.4 from the OC Hydrology Manual. Q=0.9×(I-Fm)×A All Orange County Hydrology Manual pages showing these nomographs and equations have been included in Appendix 2.0 of this report.See the attached calculations for particulars. The following references have been used in preparation of this report: (1) County of Orange Hydrology Manual, October 1986 (2) County of Orange Hydrology Manual Workbook, September, 1987 (3) Handbook of Hydraulics, E.F. Brater & H.W. King, 6th Ed., 1976. Holiday Inn, S. Manchester Ave. City of Anaheim Drainage & Runoff Management Plan 2 EXISTING CONDITIONS: The existing project site consists of 5 hotel buildings with a parking lot and associated hardscape. The site drains in a northerly direction at approximately 2% to a private storm drain inlet. This inlet drains via an 18” pipe (sloped at 1.0%) that is lugged to 48” City of Anaheim RCP north of S. Manchester Ave. The 48” pipe follows S. Manchester Ave to the intersection with S. Harbor Blvd., continuing along the City MS-4 system to Bolsa Chica Channel. The existing site is in sump condition with a single grated inlet to provide drainage. In the event the grated inlet becoming blocked, the existing site would begin to flood, potentially affecting the existing structures. DEVELOPED CONDITIONS: The proposed development includes demolition and removal two of the hotel buildings and the construction of a single multistory building with associated hardscape. The 3 existing buildings located outside the disturbed area are to remain. The entire disturbed area will be regraded and improved for use as a multistory Holiday Inn Express Hotel. The drainage patterns will be modified onsite, but the site shall still maintain the existing outlet points and drain to the same MS-4. The proposed site will remain in sump condition, relying on several inlets to convey stormwater off site via a 18” storm drain. The risk of flooding is reduced from the existing condition as the site will have the redundancy of multiple inlets and overflow via the proposed driveway which shall be lower than all but one of the existing building’s finished floor. See the Proposed Hydrology Exhibit (Fig. 3) for details. Surface ponding is expected during the 100-year event, the expected limits of inundation are indicated on the Proposed Hydrology Exhibit (Fig. 3) A small portion of the offsite area adjacent to the site will be disturbed (Basin C-1). This area will drain to a bioretention area along the frontage with S. Manchester Ave. The facility will overflow to a proposed adjacent curb inlet under high flow events. Runoff from Basin C-1 will confluence with flow from the rest of the site within the city of Anaheim storm drain in S. Manchester Ave. Though the surface of the project site will be modified the impervious percentage will not change from the existing 80%. Holiday Inn, S. Manchester Ave. City of Anaheim Drainage & Runoff Management Plan 3 EXISTING RUNOFF ANALYSIS: Site runoff currently sheet flows to a series of ribbon gutters that convey flow to a single grated inlet at the northerly end of the site. The grated inlet drains to an MS-4 within the Manchester Ave. which in turn conveys flow to Bolsa Chica Channel. This stabilized channel conveys runoff to Huntington Harbor. The existing site is 80% impervious and the County of Orange Soil Group Map indicates the underlying site soil as Group A. For hydrology calculations, the existing site was modeled as 2 basins, EX-1.1 and EX-1.2. EX-1.1 consists of the disturbed area in which the redevelopment will be confined. EX-1.2 is a basin that will not be affected by the project, but generates runoff that drains to the project area. The existing flows were calculated using the Modified Rational Method according to the County of Orange Hydrology Manual. Time of concentration, Intensity, Loss Rate, and the confluence of flows was calculated using the hydrology manual pages that have been included as Appendix 2.0 of this report. DEVELOPED RUNOFF ANALYSIS: While drainage patterns will be modified onsite, the offsite flow path will be unaffected by the project. The proposed hydrology calculations were done by dividing the site into 5 basins. Four basins are located in the area to be disturbed (A-1.1, A-2.1, A-3.1 & C-1.1) and a fourth basin (B-1.1) covering the area of the lot not affected by the project. Discharge from the various basins flows to a series of gutters and conduits that convey the stormwater to a media filter which shall thence drain to an infiltration trench. The infiltration trench has been sized to store and infiltrate the entire volume of the 85th percentile storm event for the disturbed area. It shall be constructed using a Stormtech chamber stormwater storage system. This involves the use arched chambers to increase the storage volume of the facility. The underlying soil is classified as Group A (See Appendix 1.0) and as such has a high hydraulic conductivity, thus making it suitable for infiltration. During runoff flow rates greater than the 85th % event, excess stormwater overtop the facility and will drain via a nearby grated inlet and thence to the existing City of Anaheim MS-4 located in S. Manchester Ave. High flow storm events will result in ponding in the parking lot area, as stormwater bypasses the infiltration trench and flows to the nearby curb inlet. Due to the flat nature of the site and the slope of the proposed and existing storm drains, the 100 year storm event will result in ponding of stormwater in the parking lot of the site. An HGL calculation was done using the Autodesk Hydraflow program. The calculation uses data for the entire length of 18” storm drain that traverses the site. The maximum water surface elevation for the 100-yr storm was calculated to be 142.48. This is below the lowest existing building finished floor (143.52). The inundation limit is shown on the proposed hydrology exhibit (Figure 3). Holiday Inn, S. Manchester Ave. City of Anaheim Drainage & Runoff Management Plan 4 The parking lot is graded in such a way that in the event of all the onsite inlets becoming blocked during the 100-yr event, stormwater will pond and flow out the driveway, effecting only the lowest existing building. The proposed runoff coefficient for the site will remain the same before and after construction as the impervious percentage for existing and post construction are the same at 80%. The proposed flows were calculated using the Modified Rational Method according to the County of Orange Hydrology Manual. Time of concentration, Intensity, Loss Rate, and the confluence of flows was calculated using the hydrology manual pages that have been included as Appendix 2.0 of this report. OFFSITE INLET SIZING An existing 6’ long curb inlet shall be removed and replaced with a 7’ long inlet. The proposed inlet shall drain to an existing 18” RCP storm drain within S. Manchester Ave. Given a calculated Q of 1.88 cfs and a flow depth of 0.35’, the OC Local Drainage Manual inlet sizing equation yields a required inlet length of 1.58’ . The proposed inlet is conservatively oversized. See 100-yr hydrology calculations for details. RESULTS AND CONCLUSIONS The proposed project will result in a decrease in stormwater discharge of 0.16 cfs for the 100- year storm event. The impervious area fraction of the site will remain the same 80%, but basin routing and changes in drainage slopes result in a net decrease in the peak runoff flow rate. The proposed site will produce 9.50 cfs for the 100-yr storm while the existing produces 9.66 cfs . The attached calculations reflect the pre-project and post project outflow of the site before the detention element of the infiltration trench is considered for the 100-yr event Due to the measures taken to reduce and mitigate runoff peak flows, it is the opinion of Omega Engineering Consultants that the proposed development has been designed to safely convey the 100 year storm event, while presenting no adverse effects to downstream facilities or receiving waters. RA T I O N A L  ME T H O D  ST U D Y  FO R M PA G E  _1 _ OF  _1 _  T T          T C        I C F m F m Q F L O W  PA T H S L O P E H e i g h t SU B A R E A T O T A L mi n .    mi n .    in / h r   in / h r a v g to t a l  cf s LE N G T H f t / f t f t 1. 3 5 1 . 3 5 A C O M ‐ 12 . 0 2 . 5 0 . 1 0 0 . 1 0 2 . 8 7 3 5 0 0. 0 0 3 1 . 0 5 1. 3 9 1 . 3 9 A C O M ‐ 7. 5 3 . 2 0 . 1 0 0 . 1 0 3 . 9 0 3 0 0 0 . 0 1 3 . 0 0 12 . 0 3 . 2 6 . 2 7 Q=  Q 2 +( ( I 2 ‐F m1 )/ ( I 1 ‐F m2 )) * ( ( T 2 /T 1 )* Q 2 To t a l  Ex i s t i n g  Di s c h a r g e = 6 . 2 7 EX ‐1. 1 EX ‐2. 1 CO N F L U E N C E  PT .  #1 OR A N G E   CO U N T Y                St u d y  Na m e :  Ho l d i d a y  In n ,  S.  Ma n c h e s t e r  Av e . CA L C U L A T E D  BY _ P a t r i c  de  Bo e r __ _ _ D A T E _ _ _ _ _ _ _ _ _ _ _ _ _ 10 ‐YE A R  ST O R M  RA T I O N A L  ME T H O D  ST U D Y  EX I S T I N G CO N C E N T R A T I O N  PO I N T   AR E A  (A C R E S ) S O I L   TY P E   DE V .   TY P E Hy d r a u l i c s  an d  No t e s Holiday Inn, S. Manchester Ave. City of Anaheim Drainage & Runoff Management Plan Appendix-1.0: Soil Group Map Holiday Inn, S. Manchester Ave. City of Anaheim Drainage & Runoff Management Plan Appendix-2.0: Pages from O.C. Hydrology Manual Holiday Inn, S. Manchester Ave. City of Anaheim Drainage & Runoff Management Plan Appendix-3.0: Values of K’ Chart APPENDIX G NOISE CALCULATIONS Construction Generated Noise Building Type Domestic Housing Distance (ft)hard or soft Construction Noise at 50 Feet (dBA Leq)50 0 Construction Phase All Applicable Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 83 83 Excavation 88 75 Foundation Construction 81 81 Building Construction 81 65 Finishing and Site Cleanup 88 72 Distance (ft)25 150 Maximum Construction Noise (dBA Leq)Average Construction Noise (dBA Leq) Construction Phase All Applicable Equipment in Use1 All Applicable Equipment in Use1 Ground Clearing/Demolition 89 73 Excavation 94 78 Foundation Construction 87 71 Building Construction 87 71 Finishing and Site Cleanup 94 78 Maximum Construction Noise (dBA Leq)Average Construction Noise (dBA Leq) Construction Phase Minimum Required Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 89 73 Excavation 81 65 Foundation Construction 87 71 Building Construction 71 55 Finishing and Site Cleanup 78 62 Distance (ft)60 200 Maximum Construction Noise (dBA Leq)Average Construction Noise (dBA Leq) Construction Phase All Applicable Equipment in Use1 All Applicable Equipment in Use1 Ground Clearing/Demolition 81 71 Excavation 86 76 Foundation Construction 79 69 Building Construction 79 69 Finishing and Site Cleanup 86 76 Maximum Construction Noise (dBA Leq)Average Construction Noise (dBA Leq) Construction Phase Minimum Required Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 81 71 Excavation 73 63 Foundation Construction 79 69 Building Construction 63 53 Finishing and Site Cleanup 70 60 Distance (ft)130 240 Maximum Construction Noise (dBA Leq)Average Construction Noise (dBA Leq) Construction Phase All Applicable Equipment in Use1 All Applicable Equipment in Use1 Ground Clearing/Demolition 75 69 Excavation 80 74 Foundation Construction 73 67 Building Construction 73 67 Finishing and Site Cleanup 80 74 Maximum Construction Noise (dBA Leq)Average Construction Noise (dBA Leq) Construction Phase Minimum Required Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 75 69 Excavation 67 61 Foundation Construction 73 67 Building Construction 57 51 Finishing and Site Cleanup 64 58 Distance (ft)335 470 Maximum Construction Noise (dBA Leq)Average Construction Noise (dBA Leq) Construction Phase All Applicable Equipment in Use1 All Applicable Equipment in Use1 Ground Clearing/Demolition 66 64 Excavation 71 69 Foundation Construction 64 62 Building Construction 64 62 Finishing and Site Cleanup 71 69 Maximum Construction Noise (dBA Leq)Average Construction Noise (dBA Leq) Construction Phase Minimum Required Equipment in Use1 Minimum Required Equipment in Use1 Ground Clearing/Demolition 66 64 Excavation 58 56 Foundation Construction 64 62 Building Construction 48 46 Finishing and Site Cleanup 55 53 Fairfield Inn to the West Office to the South Residences to the East Source: Bolt, Beranek and Newman, "Noise from Construction Equipment and Operations, Building Equipment, and Home Appliances," prepared for the USEPA, December 31, 1971. Based on analysis for Office Building, Hotel, Hospital, School, and Public Works. Holiday Inn Express to the North Construction Generated Vibration Vibration Annoyance Criteria Holiday Inn Express to the North Maximum Vibration Levels Average Vibration Level Distance (ft)85 150 Closest Distance (feet): Average Distance (feet): Approximate Velocity Approximate Velocity Approximate Velocity Equipment Level at 25 ft, VdB Level, VdB Level, VdB Large bulldozer 87 76 71 Small bulldozer 58 47 42 Jackhammer 79 68 63 Loaded trucks 86 75 70 Criteria 78 78 Fairfield Inn to the West Maximum Vibration Levels Average Vibration Level 85 240 Maximum Vibration Levels Closest Distance (feet): Average Distance (feet): Approximate Velocity Approximate Velocity Approximate Velocity Equipment Level at 25 ft, VdB Level, VdB Level, VdB Large bulldozer 87 76 67 Small bulldozer 58 47 38 Jackhammer 79 68 59 Loaded trucks 86 75 66 Criteria 78 78 Office to the South Maximum Vibration Levels Average Vibration Level 130 240 Maximum Vibration Levels Closest Distance (feet): Average Distance (feet): Approximate Velocity Approximate Velocity Approximate Velocity Equipment Level at 25 ft, VdB Level, VdB Level, VdB Large bulldozer 87 73 67 Small bulldozer 58 44 38 Jackhammer 79 65 59 Loaded trucks 86 72 66 Criteria 84 84 Residences to the East Maximum Vibration Levels Average Vibration Level 335 470 Maximum Vibration Levels Closest Distance (feet): Average Distance (feet): Approximate Velocity Approximate Velocity Approximate Velocity Equipment Level at 25 ft, VdB Level, VdB Level, VdB Large bulldozer 87 64 62 Small bulldozer 58 35 33 Jackhammer 79 56 54 Loaded trucks 86 63 61 Criteria 78 78 Structural Damage Criteria Holiday Inn Express to the North Closest Distance (feet): 57 Approximate RMS a Approximate RMS Velocity at 25 ft,Velocity Level, Equipment inch/second inch/second Large bulldozer 0.089 0.026 Small bulldozer 0.003 0.001 Jackhammer 0.035 0.010 Loaded trucks 0.076 0.022 Criteria 0.500 Fairfield Inn to the West Closest Distance (feet): 85 Approximate RMS a Approximate RMS Velocity at 25 ft,Velocity Level, Equipment inch/second inch/second Large bulldozer 0.089 0.014 Small bulldozer 0.003 0.000 Jackhammer 0.035 0.006 Loaded trucks 0.076 0.012 Criteria 0.500 Office to the South Closest Distance (feet): 130 Approximate RMS a Approximate RMS Velocity at 25 ft,Velocity Level, Equipment inch/second inch/second Large bulldozer 0.089 0.008 Small bulldozer 0.003 0.000 Jackhammer 0.035 0.003 Loaded trucks 0.076 0.006 Criteria 0.500 Residences to the East Closest Distance (feet): 335 Approximate RMS a Approximate RMS Velocity at 25 ft,Velocity Level, Equipment inch/second inch/second Large bulldozer 0.089 0.002 Small bulldozer 0.003 0.000 Jackhammer 0.035 0.001 Loaded trucks 0.076 0.002 Criteria 0.500 Based on distance to nearest structure 1. Determined based on use of jackhammers or pneumatic hammers that may be used for pavement demolition at a distance of 25 feet Notes: RMS velocity calculated from vibration level (VdB) using the reference of one microinch/second. Source: Based on methodology from the United States Department of Transportation Federal Transit Administration, Transit Noise and Vibration Impact Assessment (2006). Summary File Name on Meter LxT_Data.035 File Name on PC Serial Number 0004615 Model SoundTrack LxT® Firmware Version 2.301 User Location Job Description Note Measurement Description Start 2017-08-02 11:20:16 Stop 2017-08-03 12:01:52 Duration 24:41:36.102 Run Time 24:41:36.102 Pause 00:00:00.0 Pre Calibration 2017-08-02 10:56:06 Post Calibration None Calibration Deviation --- Overall Settings RMS Weight A Weighting Peak Weight A Weighting Detector Fast Preamp PRMLxT1 Microphone Correction Off Integration Method Linear Overload 141.7 dB A C Z Under Range Peak 97.9 94.9 99.9 dB Under Range Limit 36.0 34.0 42.0 dB Noise Floor 23.3 23.8 31.2 dB Results LAeq 76.0 dB LAE 125.5 dB EA 393.305 mPa²h EA8 127.420 mPa²h EA40 637.102 mPa²h LApeak (max)2017-08-03 11:50:20 121.9 dB LAFmax 2017-08-02 13:50:05 102.8 dB LAFmin 2017-08-03 02:20:48 57.3 dB SEA 131.9 dB LAF > 85.0 dB (Exceedance Counts / Duration)196 218.6 s LAF > 115.0 dB (Exceedance Counts / Duration)0 0.0 s LApeak > 135.0 dB (Exceedance Counts / Duration)0 0.0 s LApeak > 137.0 dB (Exceedance Counts / Duration)0 0.0 s LApeak > 140.0 dB (Exceedance Counts / Duration)0 0.0 s LCeq 81.2 dB LAeq 76.0 dB LCeq - LAeq 5.2 dB LAIeq 77.3 dB LAeq 76.0 dB LAIeq - LAeq 1.3 dB dB Time Stamp dB Time Stamp dB Time Stamp Leq 76.0 81.2 LF(max)102.8 2017/08/02 13:50:05 LF(min)57.3 2017/08/03 2:20:48 LPeak(max)121.9 2017/08/03 11:50:20 # Overloads 0 Overload Duration 0.0 s SLM_0004615_LxT_Data_035.00.ldbin A C Z Dose Settings Dose Name OSHA-1 OSHA-2 Exchange Rate 5 5 dB Threshold 90 80 dB Criterion Level 90 90 dB Criterion Duration 8 8 h Results Dose 0.23 1.88 % Projected Dose 0.08 0.61 % TWA (Projected)38.1 53.2 dB TWA (t)46.3 61.3 dB Lep (t)80.9 80.9 dB Statistics LAF1.70 80.0 dB LAF8.30 78.2 dB LAF25.00 76.8 dB LAF50.00 75.6 dB LAF75.00 73.7 dB LAF90.00 70.5 dB Calibration History Preamp Date dB re. 1V/Pa 6.3 8.0 10.0 PRMLxT1 2017-08-02 10:56:06 -47.9 PRMLxT1 2017-08-01 15:27:57 -48.1 PRMLxT1 2017-08-01 09:54:31 -47.9 PRMLxT1 2017-08-01 09:51:01 -47.9 PRMLxT1 2017-07-31 10:30:03 -47.9 PRMLxT1 2017-07-29 16:28:41 -47.9 PRMLxT1 2017-07-28 07:09:15 -47.9 PRMLxT1 2017-07-27 17:16:19 -48.0 PRMLxT1 2017-07-27 10:27:33 -47.8 PRMLxT1 2017-07-26 13:47:42 -48.1 PRMLxT1 2017-07-26 07:12:18 -47.8 Record #Date Time Record Type Cause #TH Record Sound Record 1 2017-08-02 11:20:16 Run Key 1 0 2 2017-08-03 12:01:52 Stop Key 1 0 Record #Date Time Run Duration Run Time Pause LAeq LAE LAFmin LAFmin Time LAFmax 1 2017-08-02 11:20:16 00:39:43.4 00:39:43.4 00:00:00.0 77.1 110.8 70.6 11:22:09 87.4 2 2017-08-02 12:00:00 01:00:00.0 01:00:00.0 00:00:00.0 76.7 112.3 71.1 12:36:21 89.5 3 2017-08-02 13:00:00 01:00:00.0 01:00:00.0 00:00:00.0 77.3 112.9 69.7 13:57:44 102.8 4 2017-08-02 14:00:00 01:00:00.0 01:00:00.0 00:00:00.0 76.7 112.3 71.0 14:19:49 92.1 5 2017-08-02 15:00:00 01:00:00.0 01:00:00.0 00:00:00.0 76.7 112.2 71.2 15:59:55 101.0 6 2017-08-02 16:00:00 01:00:00.0 01:00:00.0 00:00:00.0 76.7 112.2 71.2 16:51:27 92.2 7 2017-08-02 17:00:00 01:00:00.0 01:00:00.0 00:00:00.0 76.5 112.1 70.3 17:13:57 93.7 8 2017-08-02 18:00:00 01:00:00.0 01:00:00.0 00:00:00.0 76.5 112.0 69.5 18:23:28 86.7 9 2017-08-02 19:00:00 01:00:00.0 01:00:00.0 00:00:00.0 76.6 112.1 70.3 19:52:50 100.4 10 2017-08-02 20:00:00 01:00:00.0 01:00:00.0 00:00:00.0 75.6 111.2 68.5 20:42:39 89.2 11 2017-08-02 21:00:00 01:00:00.0 01:00:00.0 00:00:00.0 76.3 111.8 68.3 21:43:55 95.7 12 2017-08-02 22:00:00 01:00:00.0 01:00:00.0 00:00:00.0 75.4 111.0 67.7 22:58:51 94.2 13 2017-08-02 23:00:00 01:00:00.0 01:00:00.0 00:00:00.0 74.7 110.3 64.6 23:54:04 88.7 14 2017-08-03 00:00:00 01:00:00.0 01:00:00.0 00:00:00.0 73.7 109.3 61.5 00:45:09 99.8 15 2017-08-03 01:00:00 01:00:00.0 01:00:00.0 00:00:00.0 71.7 107.3 60.4 01:50:20 83.7 16 2017-08-03 02:00:00 01:00:00.0 01:00:00.0 00:00:00.0 71.5 107.0 57.3 02:20:48 88.9 17 2017-08-03 03:00:00 01:00:00.0 01:00:00.0 00:00:00.0 72.2 107.8 58.5 03:23:13 82.2 18 2017-08-03 04:00:00 01:00:00.0 01:00:00.0 00:00:00.0 76.1 111.7 62.2 04:00:21 88.0 19 2017-08-03 05:00:00 01:00:00.0 01:00:00.0 00:00:00.0 78.0 113.6 70.0 05:02:17 94.4 20 2017-08-03 06:00:00 01:00:00.0 01:00:00.0 00:00:00.0 76.6 112.2 64.9 06:58:34 88.0 21 2017-08-03 07:00:00 01:00:00.0 01:00:00.0 00:00:00.0 73.2 108.8 64.8 07:24:34 96.3 22 2017-08-03 08:00:00 01:00:00.0 01:00:00.0 00:00:00.0 76.7 112.3 66.1 08:01:36 92.9 23 2017-08-03 09:00:00 01:00:00.0 01:00:00.0 00:00:00.0 77.0 112.6 70.2 09:10:58 86.9 24 2017-08-03 10:00:00 01:00:00.0 01:00:00.0 00:00:00.0 77.0 112.5 64.6 10:52:11 101.1 25 2017-08-03 11:00:00 01:00:00.0 01:00:00.0 00:00:00.0 76.2 111.8 64.6 11:55:18 97.3 26 2017-08-03 12:00:00 00:01:52.7 00:01:52.7 00:00:00.0 74.6 95.1 69.5 12:00:34 81.9 LAFmax Time LApeak (max)LApeak (max) Time SPL 1 Count SPL 1 Duration SPL 2 Count SPL 2 Duration Peak 1 Count 11:47:22 100.1 11:30:37 1 2.1 0 0.0 0 12:23:13 102.3 12:22:02 3 4.5 0 0.0 0 13:50:05 111.9 13:50:05 9 19.1 0 0.0 0 14:07:41 105.0 14:07:41 10 12.4 0 0.0 0 15:04:42 107.7 15:04:42 6 7.8 0 0.0 0 16:16:17 105.0 16:16:16 6 10.4 0 0.0 0 17:55:18 106.7 17:55:19 5 9.6 0 0.0 0 18:45:59 100.7 18:45:59 3 5.4 0 0.0 0 19:12:35 108.2 19:12:35 6 11.3 0 0.0 0 20:55:21 99.4 20:55:21 1 4.9 0 0.0 0 21:46:14 119.8 21:46:14 101 53.2 0 0.0 0 22:54:50 104.4 22:54:50 2 2.3 0 0.0 0 23:40:48 99.4 23:51:14 3 6.0 0 0.0 0 00:03:23 112.0 00:03:23 2 8.4 0 0.0 0 01:37:48 96.1 01:30:06 0 0.0 0 0.0 0 02:11:16 99.0 02:11:16 3 3.2 0 0.0 0 03:30:03 96.1 03:37:51 0 0.0 0 0.0 0 04:57:52 100.6 04:27:27 1 2.9 0 0.0 0 05:53:48 104.2 05:53:48 3 6.8 0 0.0 0 06:26:32 98.4 06:34:11 5 5.2 0 0.0 0 07:05:53 108.2 07:05:53 3 3.9 0 0.0 0 08:32:16 102.3 08:32:16 2 3.6 0 0.0 0 09:11:33 103.1 09:03:43 1 1.0 0 0.0 0 10:48:37 108.4 10:48:37 6 17.6 0 0.0 0 11:51:00 121.9 11:50:20 14 17.0 0 0.0 0 12:01:15 93.5 12:01:14 0 0.0 0 0.0 0 Peak 1 Duration Peak 2 Count Peak 2 Duration Peak 3 Count Peak 3 Duration TWA(Projected) 0 TWA(Projected) 1 LAF1.70 0.0 0 0.0 0 0.0 -99.9 53.6 80.3 0.0 0 0.0 0 0.0 -99.9 51.8 79.9 0.0 0 0.0 0 0.0 51.8 58.3 80.6 0.0 0 0.0 0 0.0 28.2 54.7 80.4 0.0 0 0.0 0 0.0 41.4 54.4 80.2 0.0 0 0.0 0 0.0 27.1 53.1 80.0 0.0 0 0.0 0 0.0 38.3 51.0 79.5 0.0 0 0.0 0 0.0 -99.9 51.7 79.9 0.0 0 0.0 0 0.0 44.4 54.1 79.8 0.0 0 0.0 0 0.0 -99.9 45.4 78.9 0.0 0 0.0 0 0.0 42.8 58.9 82.2 0.0 0 0.0 0 0.0 32.1 46.7 79.0 0.0 0 0.0 0 0.0 -99.9 47.8 78.8 0.0 0 0.0 0 0.0 44.8 50.9 78.5 0.0 0 0.0 0 0.0 -99.9 36.6 77.5 0.0 0 0.0 0 0.0 -99.9 42.5 77.3 0.0 0 0.0 0 0.0 -99.9 36.4 78.3 0.0 0 0.0 0 0.0 -99.9 56.7 80.6 0.0 0 0.0 0 0.0 35.4 60.4 80.9 0.0 0 0.0 0 0.0 -99.9 53.4 80.2 0.0 0 0.0 0 0.0 29.5 46.5 78.4 0.0 0 0.0 0 0.0 35.1 53.9 80.3 0.0 0 0.0 0 0.0 -99.9 52.6 80.1 0.0 0 0.0 0 0.0 49.7 56.9 80.2 0.0 0 0.0 0 0.0 39.2 53.7 79.8 0.0 0 0.0 0 0.0 -99.9 52.3 80.2 LAF8.30 LAF25.00 LAF50.00 LAF75.00 LAF90.00 SEA LCeq LAeq LCeq - LAeq LAIeq LAeq LAIeq - LAeq # Overloads 78.7 77.6 76.7 75.9 75.1 -99.9 82.1 77.1 5.1 77.8 77.1 0.7 0 78.4 77.3 76.4 75.4 74.6 -99.9 81.7 76.7 5.0 77.5 76.7 0.8 0 78.2 76.9 76.0 75.1 74.3 -99.9 82.0 77.3 4.6 79.0 77.3 1.7 0 78.4 77.2 76.2 75.3 74.5 -99.9 82.1 76.7 5.4 77.5 76.7 0.8 0 78.1 76.9 76.0 75.2 74.4 -99.9 81.8 76.7 5.2 77.9 76.7 1.2 0 78.1 77.1 76.2 75.5 74.8 -99.9 82.0 76.7 5.3 77.4 76.7 0.8 0 78.0 76.9 76.1 75.4 74.7 -99.9 81.7 76.5 5.1 77.3 76.5 0.8 0 78.1 77.0 76.2 75.3 74.4 -99.9 81.3 76.5 4.9 77.2 76.5 0.7 0 77.9 76.7 75.8 75.0 74.1 -99.9 81.3 76.6 4.7 78.0 76.6 1.4 0 77.4 76.2 75.3 74.3 73.3 -99.9 80.5 75.6 4.9 76.3 75.6 0.7 0 77.6 76.2 75.1 74.1 73.2 -99.9 81.7 76.3 5.4 81.9 76.3 5.6 0 77.2 76.0 74.9 73.9 72.9 -99.9 80.6 75.4 5.2 76.2 75.4 0.8 0 76.9 75.4 74.1 72.9 71.7 -99.9 79.4 74.7 4.7 75.5 74.7 0.8 0 75.7 73.8 72.1 70.3 68.4 -99.9 78.8 73.7 5.0 75.1 73.7 1.4 0 75.0 72.5 70.6 68.3 66.0 -99.9 76.9 71.7 5.2 72.6 71.7 0.9 0 74.9 72.3 69.9 67.5 65.2 -99.9 76.7 71.5 5.2 72.6 71.5 1.1 0 75.9 73.1 70.8 68.3 65.9 -99.9 77.4 72.2 5.1 73.2 72.2 0.9 0 79.0 77.3 75.5 73.3 71.1 -99.9 80.8 76.1 4.7 76.9 76.1 0.8 0 79.7 78.6 77.7 76.8 75.8 -99.9 82.8 78.0 4.7 78.7 78.0 0.7 0 78.8 77.7 76.7 74.7 70.1 -99.9 82.6 76.6 6.0 77.3 76.6 0.7 0 76.1 74.2 71.9 69.7 68.2 -99.9 81.1 73.2 7.9 74.5 73.2 1.3 0 78.6 77.5 76.6 75.3 73.2 -99.9 81.8 76.7 5.0 77.5 76.7 0.7 0 78.7 77.6 76.7 75.9 75.3 -99.9 81.9 77.0 4.9 77.7 77.0 0.7 0 78.2 77.0 75.9 74.8 73.1 -99.9 81.8 77.0 4.8 78.5 77.0 1.5 0 78.0 76.8 75.6 74.4 72.5 131.9 82.4 76.2 6.1 77.8 76.2 1.6 0 76.6 74.9 74.1 73.1 71.6 -99.9 81.3 74.6 6.7 75.2 74.6 0.6 0 Overloads Duration 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Record #Date Time Run Duration Run Time LAeq LAFmin LAFmax Record #Date Time Minimum (Lmin)Average (Leq)Maximum (Lmax)Leq CNEL AdjustmentCNEL 1 2017-08-02 11:20:16 00:39:43.4 00:39:43.4 77.1 70.6 87.4 14.0 2017-08-03 12:00 AM 61.5 73.7 99.8 12:00 AM 73.7 10.0 83.7 2 2017-08-02 12:00:00 01:00:00.0 01:00:00.0 76.7 71.1 89.5 15.0 2017-08-03 1:00 AM 60.4 71.7 83.7 1:00 AM 71.7 10.0 81.7 3 2017-08-02 13:00:00 01:00:00.0 01:00:00.0 77.3 69.7 102.8 16.0 2017-08-03 2:00 AM 57.3 71.5 88.9 2:00 AM 71.5 10.0 81.5 4 2017-08-02 14:00:00 01:00:00.0 01:00:00.0 76.7 71.0 92.1 17.0 2017-08-03 3:00 AM 58.5 72.2 82.2 3:00 AM 72.2 10.0 82.2 5 2017-08-02 15:00:00 01:00:00.0 01:00:00.0 76.7 71.2 101.0 18.0 2017-08-03 4:00 AM 62.2 76.1 88.0 4:00 AM 76.1 10.0 86.1 6 2017-08-02 16:00:00 01:00:00.0 01:00:00.0 76.7 71.2 92.2 19.0 2017-08-03 5:00 AM 70.0 78.0 94.4 5:00 AM 78.0 10.0 88.0 7 2017-08-02 17:00:00 01:00:00.0 01:00:00.0 76.5 70.3 93.7 20.0 2017-08-03 6:00 AM 64.9 76.6 88.0 6:00 AM 76.6 10.0 86.6 8 2017-08-02 18:00:00 01:00:00.0 01:00:00.0 76.5 69.5 86.7 21.0 2017-08-03 7:00 AM 64.8 73.2 96.3 7:00 AM 73.2 0.0 73.2 9 2017-08-02 19:00:00 01:00:00.0 01:00:00.0 76.6 70.3 100.4 22.0 2017-08-03 8:00 AM 66.1 76.7 92.9 8:00 AM 76.7 0.0 76.7 10 2017-08-02 20:00:00 01:00:00.0 01:00:00.0 75.6 68.5 89.2 23.0 2017-08-03 9:00 AM 70.2 77.0 86.9 9:00 AM 77.0 0.0 77.0 11 2017-08-02 21:00:00 01:00:00.0 01:00:00.0 76.3 68.3 95.7 24.0 2017-08-03 10:00 AM 64.6 77.0 101.1 10:00 AM 77.0 0.0 77.0 12 2017-08-02 22:00:00 01:00:00.0 01:00:00.0 75.4 67.7 94.2 25.0 2017-08-03 11:00 AM 64.6 76.2 97.3 11:00 AM 76.2 0.0 76.2 13 2017-08-02 23:00:00 01:00:00.0 01:00:00.0 74.7 64.6 88.7 2.0 2017-08-02 12:00 PM 71.1 76.7 89.5 12:00 PM 76.7 0.0 76.7 14 2017-08-03 00:00:00 01:00:00.0 01:00:00.0 73.7 61.5 99.8 3.0 2017-08-02 1:00 PM 69.7 77.3 102.8 1:00 PM 77.3 0.0 77.3 15 2017-08-03 01:00:00 01:00:00.0 01:00:00.0 71.7 60.4 83.7 4.0 2017-08-02 2:00 PM 71.0 76.7 92.1 2:00 PM 76.7 0.0 76.7 16 2017-08-03 02:00:00 01:00:00.0 01:00:00.0 71.5 57.3 88.9 5.0 2017-08-02 3:00 PM 71.2 76.7 101.0 3:00 PM 76.7 0.0 76.7 17 2017-08-03 03:00:00 01:00:00.0 01:00:00.0 72.2 58.5 82.2 6.0 2017-08-02 4:00 PM 71.2 76.7 92.2 4:00 PM 76.7 0.0 76.7 18 2017-08-03 04:00:00 01:00:00.0 01:00:00.0 76.1 62.2 88.0 7.0 2017-08-02 5:00 PM 70.3 76.5 93.7 5:00 PM 76.5 0.0 76.5 19 2017-08-03 05:00:00 01:00:00.0 01:00:00.0 78.0 70.0 94.4 8.0 2017-08-02 6:00 PM 69.5 76.5 86.7 6:00 PM 76.5 0.0 76.5 20 2017-08-03 06:00:00 01:00:00.0 01:00:00.0 76.6 64.9 88.0 9.0 2017-08-02 7:00 PM 70.3 76.6 100.4 7:00 PM 76.6 5.0 81.6 21 2017-08-03 07:00:00 01:00:00.0 01:00:00.0 73.2 64.8 96.3 10.0 2017-08-02 8:00 PM 68.5 75.6 89.2 8:00 PM 75.6 5.0 80.6 22 2017-08-03 08:00:00 01:00:00.0 01:00:00.0 76.7 66.1 92.9 11.0 2017-08-02 9:00 PM 68.3 76.3 95.7 9:00 PM 76.3 5.0 81.3 23 2017-08-03 09:00:00 01:00:00.0 01:00:00.0 77.0 70.2 86.9 12.0 2017-08-02 10:00 PM 67.7 75.4 94.2 10:00 PM 75.4 10.0 85.4 24 2017-08-03 10:00:00 01:00:00.0 01:00:00.0 77.0 64.6 101.1 13.0 2017-08-02 11:00 PM 64.6 74.7 88.7 11:00 PM 74.7 10.0 84.7 25 2017-08-03 11:00:00 01:00:00.0 01:00:00.0 76.2 64.6 97.3 CNEL 82.0 26 2017-08-03 12:00:00 00:01:52.7 00:01:52.7 74.6 69.5 81.9 min 57 71 82 max 71 78 103 0.0 20.0 40.0 60.0 80.0 100.0 120.0 12 : 0 0 A M 1: 0 0 A M 2: 0 0 A M 3: 0 0 A M 4: 0 0 A M 5: 0 0 A M 6: 0 0 A M 7: 0 0 A M 8: 0 0 A M 9: 0 0 A M 10 : 0 0 A M 11 : 0 0 A M 12 : 0 0 P M 1: 0 0 P M 2: 0 0 P M 3: 0 0 P M 4: 0 0 P M 5: 0 0 P M 6: 0 0 P M 7: 0 0 P M 8: 0 0 P M 9: 0 0 P M 10 : 0 0 P M 11 : 0 0 P M Minimum (Lmin)Average (Leq)Maximum (Lmax) APPENDIX H H1 – TRAFFIC STUDY H2 – PARKING STUDY   City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | i    City of Anaheim  1441 S. Manchester Avenue Hotel Traffic Study  FINAL                       April 11, 2017   Submitted to:  7J17‐2140.17 | Prepared by Iteris, Inc.     City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | ii  DOCUMENT VERSION CONTROL  DOCUMENT NAME SUBMITTAL DATE VERSION NO.  Draft  April 6, 2017  1.0  Final  April 11, 2017  ‐‐           City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | iii  TABLE OF CONTENTS  1 Introduction .................................................................................................................................................. 6  1.1 Project Description ............................................................................................................................... 6  1.2 Study Area ............................................................................................................................................ 6  1.3 Study Periods ........................................................................................................................................ 6  2 Traffic Operations Analysis Methodology ..................................................................................................... 8  2.1 Intersection Analysis Methodology ...................................................................................................... 8  2.2 Roadway Segment Analysis Methodology ......................................................................................... 10   2.3 Orange County Congestion Management Plan Criteria ..................................................................... 11  3 Existing Conditions ...................................................................................................................................... 12  3.1 Roadway Configurations .................................................................................................................... 12  3.2 Transit Operations .............................................................................................................................. 12  3.3 Existing Traffic Volumes ..................................................................................................................... 13  3.4 Intersection Level‐of‐Service .............................................................................................................. 14  3.5 Roadway Segment Analysis ................................................................................................................ 14  4 Trip Generation and Distribution ................................................................................................................ 16  4.1 Trip Generation .................................................................................................................................. 16  4.2 Trip Distribution ................................................................................................................................. 17  5 Existing Plus Project Conditions .................................................................................................................. 19  5.1 Intersection Analysis .......................................................................................................................... 19  5.2 Roadway Segment Analysis ................................................................................................................ 20  6 Opening Year 2018 Conditions .................................................................................................................... 22  6.1 Opening Year Traffic Volumes ............................................................................................................ 22  6.2 Intersection Analysis .......................................................................................................................... 24  6.3 Roadway Segment Analysis ................................................................................................................ 25  7 Opening Year 2018 Plus Project Conditions ................................................................................................ 26  7.1 Intersection Level‐of‐Service .............................................................................................................. 26  7.2 Roadway Segment Analysis ................................................................................................................ 27  8 General Plan Build Out Year 2035 Conditions ............................................................................................. 29  8.1 Build Out Year Traffic Volumes .......................................................................................................... 29  8.2 Intersection Analysis .......................................................................................................................... 30  8.3 Roadway Segment Analysis ................................................................................................................ 30  9 General Plan Build Out Year 2035 Plus Project Conditions ......................................................................... 32    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | iv  9.1 Intersection Analysis .......................................................................................................................... 32  9.2 Roadway Segment Analysis ................................................................................................................ 34  10 Impacts and Mitigations.............................................................................................................................. 35  10.1 Intersections ....................................................................................................................................... 35  10.2 Roadway Segments ............................................................................................................................ 35  11 Conclusions ................................................................................................................................................. 36    TABLES  Table 2‐1: Intersection Level‐of‐Service V/C Definitions ...................................................................................... 8  Table 2‐2: City of Anaheim Intersection Significant Impact Criteria ..................................................................... 9  Table 2‐3: Intersection Level‐of‐Service Delay Definitions ................................................................................... 9  Table 2‐4: Roadway Segment Level‐of‐Service V/C Definitions .......................................................................... 10  Table 2‐5: Arterial Segment Daily Capacity ......................................................................................................... 10  Table 3‐1: Existing Intersection ICU LOS ............................................................................................................. 14  Table 3‐2: Existing Intersection HCM LOS ........................................................................................................... 14  Table 3‐3: Existing Roadway Segment LOS ......................................................................................................... 15  Table 4‐1: Resort Hotel Weekday Trip Generation Rates ................................................................................... 16  Table 4‐2: Proposed Project Trip Generation ..................................................................................................... 16  Table 4‐3: Proposed Hotel Square Footage ........................................................................................................ 16  Table 4‐4: ITE Weekday Trip Generation Rates .................................................................................................. 17  Table 5‐1: Existing Plus Project Intersection ICU LOS ......................................................................................... 20  Table 5‐2: Existing Plus Project Intersection HCM LOS ....................................................................................... 20  Table 5‐3: Existing Plus Project Roadway Segment ADT LOS .............................................................................. 21  Table 6‐1: Cumulative Project Trip Generation .................................................................................................. 23  Table 6‐2: Opening Year Intersection ICU LOS .................................................................................................... 25  Table 6‐3: Opening Year Intersection HCM LOS ................................................................................................. 25  Table 6‐4: Opening Year Roadway Segment ADT LOS ........................................................................................ 25  Table 7‐1: Opening Year Plus Project Intersection ICU LOS ................................................................................ 27  Table 7‐2: Opening Year Plus Project Intersection HCM LOS .............................................................................. 27  Table 7‐3: Opening Year Plus Project Roadway Segment ADT LOS .................................................................... 28  Table 8‐1: General Plan Build Out Year Intersection ICU LOS ............................................................................. 30  Table 8‐2: General Plan Build Out Year Intersection HCM LOS .......................................................................... 30  Table 8‐3: General Plan Build Out Year Roadway Segment ADT LOS ................................................................. 31    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | v  Table 9‐1: General Plan Build Out Year Plus Project Intersection ICU LOS ......................................................... 33  Table 9‐2: General Plan Build Out Year Plus Project Intersection HCM LOS ....................................................... 33  Table 9‐3: General Plan Build Out Year Plus Project Roadway Segment ADT LOS ............................................. 34    FIGURES  Figure 1‐1: Study Area ........................................................................................................................................... 7  Figure 3‐1: Existing Peak Hour Intersection Volumes and Segment ADTs .......................................................... 13  Figure 4‐1: Project Trip Distribution Percentages ............................................................................................... 17  Figure 4‐2: Net Project Peak Hour Trip Assignment Volumes ............................................................................ 18  Figure 5‐1: Existing Plus Project Peak Hour Intersection Volumes and Segment ADTs ...................................... 19  Figure 6‐1: Opening Year Intersection Peak Hour Volumes and Segment ADTs ................................................ 24  Figure 7‐1: Opening Year Plus Project Intersection Peak Hour Volumes and Segment ADTs ............................ 26  Figure 8‐1: General Plan Build Out Year Intersection Peak Hour Volumes and Segment ADTs ......................... 29  Figure 9‐1: General Plan Build Out Year Plus Project Intersection Peak Hour Volumes and Segment ADTs ..... 32    APPENDICES  Appendix A – Traffic Counts  Appendix B – ICU Analysis Worksheets  Appendix C – HCM Analysis Worksheets  Appendix D – Cumulative Projects    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 6  1 INTRODUCTION  This  report  presents  the  methodology  and  results  of  a  traffic  study  for  the  proposed  Hotel  at  1441  S.  Manchester Avenue in the City of Anaheim. The report follows the Criteria for Preparation of Traffic Impact  Studies provided by the City of Anaheim.  1.1 Project Description  The proposed project consists of redeveloping the existing 105‐room Quality Inn and Suites and replacing the  existing hotel with a planned 225‐room hotel to include a 6,000 square feet restaurant and 5,000 square feet  of retail space. The estimated opening year of the proposed hotel is 2018.   The project site is located east of the Harbor Boulevard/Manchester Avenue intersection. Access to the site  would be provided by the two existing full‐access driveways on Manchester Avenue.  1.2 Study Area  Four (4) intersection were analyzed, along with the two (2) existing project driveways and four (4) roadway  segments:  Intersections   Harbor Boulevard/I‐5 Northbound Ramps   Harbor Boulevard/I‐5 Southbound Ramps   Harbor Boulevard / Manchester Avenue   Anaheim Boulevard/Manchester Avenue/I‐5 Ramps    Driveways   North Project Driveway/Manchester Avenue   South Project Driveway/Manchester Avenue     Roadway segments   Harbor Boulevard between I‐5 Southbound Ramps and Manchester Avenue   Manchester Avenue between Harbor Boulevard and North Project Driveway   Manchester Avenue between South Project Driveway and Alro Way   Disney Way between Clementine Street and I‐5 Southbound Off‐Ramp  Figure 1‐1 illustrates the study area including the analyzed locations and the existing lane configurations.   1.3 Study Periods  Traffic operations are evaluated for each of the following scenarios during the weekday a.m. peak hour and  p.m. peak hour:     Existing Conditions;   Existing Plus Project Conditions;   Opening Year 2018 Conditions;   Opening Year 2018 Plus Project Conditions;    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 7   General Plan Build Out Year 2035 Conditions; and    General Plan Build Out Year 2035 Plus Project Conditions.  Figure 1‐1: Study Area             City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 8  2 TRAFFIC OPERATIONS ANALYSIS METHODOLOGY  Traffic operations analyses were conducted for the study intersections using methodologies consistent with  the Criteria for Preparation of Traffic Impact Studies provided by the City of Anaheim Transportation Section  of the Department of Public Works.  2.1 Intersection Analysis Methodology  The efficiency of traffic operations on a facility is described in this traffic impact analysis in terms of Level‐of‐ Service (LOS). The LOS concept is a measure of average operating conditions at an intersection during an hour.  Levels range from A to F, with A representing excellent (free‐flow) conditions and F representing extreme  congestion. Intersections were analyzed using either (or both) ICU and HCM methodologies, and impact criteria  was established separately for City of Anaheim, OCTA CMP, and Caltrans intersections.   2.1.1 Intersection Capacity Utilization (ICU) Methodology  The ICU methodology defines LOS at a signalized intersection by the volume‐to‐capacity ratio for the turning  movements and intersection characteristics. The ICU value was determined by summing the V/C ratio of the  critical movements at the intersection, plus a factor for a yellow signal time, and was calculated using a  spreadsheet tool. Table 2‐1 presents both the V/C ratio and average delay associated with each LOS grade as  well as a qualitative description of intersection operations at that grade.   Table 2‐1: Intersection Level‐of‐Service V/C Definitions  LOS DESCRIPTION  SIGNALIZED INTERSECTION  VOLUME‐TO‐CAPACITY  RATIO (V/C)1  A ‐ Free flowing, virtually no delay.   ‐ Minimal traffic. < 0.600  B  ‐ Free flow and choice of lanes.   ‐ Delays are minimal.   ‐ All cars clear intersection easily.  >0.600 to 0.699  C ‐ Good operation.   ‐ Delays starting to become a factor but still within acceptable limits. >0.700 to 0.799  D  ‐ Approaching unstable flow.   ‐ Queues at intersection are quite long but most cars clear intersection on their green signal.   ‐ Occasionally, several vehicles must wait for a second green signal.   ‐ Congestion is moderate.  >0.800 to 0.899  E  ‐ Severe congestion and delay.   ‐ Most of the available capacity is used.   ‐ Many cars must wait through a complete signal cycle to clear the intersection.  >0.900 to 0.999  F  ‐ Excessive delay and congestion.   ‐ Most cars must wait through more than one on one signal cycle.   ‐ Queues are very long and drivers are obviously irritated.  > 1.000  Note: 1Source: City of Anaheim General Plan Circulation Element   City of Anaheim Criteria  Per City of Anaheim Traffic Impact Studies Criteria, a signalized intersection is deemed significantly impacted  and requires mitigation based on an increase in V/C ratio under Project conditions as shown in Table 2‐2. A  volume‐to‐capacity ratio of 0.90 (LOS D) shall be the lowest acceptable LOS at intersections.     City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 9  Table 2‐2: City of Anaheim Intersection Significant Impact Criteria  PLUS PROJECT CONDITIONS PROJECT‐RELATED INCREASE IN V/C RATIO LOS V/C RATIO  C  0.701 – 0.800  Equal to or greater than 0.050  D  0.801 – 0.900  Equal to or greater than 0.030  E, F  > 0.900  Equal to or greater than 0.010  Source: City of Anaheim Criteria for Preparation of Traffic Impact Studies  2.1.2 Highway Capacity Manual (HCM) Methodology  Highway Capacity Manual (HCM) 2010 methodology defines the LOS by the average vehicle delay experienced  by all vehicles traveling through the intersection. Traffic operation analysis for HCM analysis was completed  using Synchro software. Current signal timing plans for each intersection were recently obtained from Caltrans  for a previous Iteris study (The Anaheim Plaza Hotel TIA in November 2015) and were applied to the HCM  analysis for both with and without project scenarios. Table 2‐3 presents the average delay associated with each  LOS grade as well as a qualitative description of intersection operations at that grade.  Table 2‐3: Intersection Level‐of‐Service Delay Definitions  LOS DESCRIPTION  SIGNALIZED  INTERSECTION  DELAY (SECONDS)1  UNSIGNALIZED  INTERSECTION  DELAY (SECONDS)1  A ‐ Free flowing, virtually no delay.   ‐ Minimal traffic. < 10 < 10  B  ‐ Free flow and choice of lanes.   ‐ Delays are minimal.   ‐ All cars clear intersection easily.  >10 and < 20 >10 and < 15  C ‐ Good operation.   ‐ Delays starting to become a factor but still within acceptable limits. >20 and < 35 >15 and < 25  D  ‐ Approaching unstable flow.   ‐ Queues at intersection are quite long but most cars clear intersection on  their green signal.   ‐ Occasionally, several vehicles must wait for a second green signal.   ‐ Congestion is moderate.  >35 and < 55 >25 and < 35  E  ‐ Severe congestion and delay.   ‐ Most of the available capacity is used.   ‐ Many cars must wait for a complete signal cycle to clear the intersection.  >55 and < 80 >35 and < 50  F  ‐ Excessive delay and congestion.   ‐ Most cars must wait through more than one on one signal cycle.   ‐ Queues are very long and drivers are obviously irritated.  > 80  > 50  Note:  1Source: Highway Capacity Manual 2010   Caltrans Criteria  All Caltrans intersections (freeway ramp terminals) were evaluated using HCM methodology per Caltrans  requirements. Caltrans intersection delay and LOS standards are shown in Table 2‐3 (signalized intersection  delay). The Caltrans Guide for the Preparation of Traffic Impact Studies (written by the State of California  Department of Transportation and dated December 2002) states under Section 6 (Mitigation Measures) that  “a level of insignificance is the standard pursuant to CEQA and  National Environmental Policy Act (NEPA)”. This  means that CEQA guidelines are to be used for Caltrans Criteria. However, the 2016 California Environmental  Quality Act (CEQA) Statute and Guidelines states under Section 15064.7 (Thresholds of Significance) that “each  public agency is encouraged to develop and publish thresholds of significance that the agency uses in the    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 10  determination of significance of environmental effects.”  This methodology is consistent to the methodology  used in the previously analyzed Final Supplemental Environmental Impact Report No. 340, Amendment No. 14 to  the Anaheim Resort Specific Plan (FSEIR No. 340).  City of Anaheim Criteria  The City of Anaheim does not have any criteria for HCM analysis for signalized or unsignalized intersections.   2.2 Roadway Segment Analysis Methodology  Roadway segment analysis methodology utilizes the volume‐to‐capacity (V/C) ratio based on average daily  traffic (ADT) and arterial segment daily capacity. Table 2‐4 presents the V/C ratio associated with each LOS  grade as well as a qualitative description of intersection operations at that grade. Table 2‐5 presents the daily  capacity assumptions by roadway facility type.  Table 2‐4: Roadway Segment Level‐of‐Service V/C Definitions  LOS DESCRIPTION  SIGNALIZED INTERSECTION  VOLUME‐TO‐CAPACITY  RATIO (V/C)1  A ‐ Free flowing, virtually no delay.   ‐ Minimal traffic. < 0.600  B  ‐ Free flow and choice of lanes.   ‐ Delays are minimal.   ‐ All cars clear intersection easily.  >0.600 to 0.699  C ‐ Good operation.   ‐ Delays starting to become a factor but still within acceptable limits. >0.700 to 0.799  D  ‐ Approaching unstable flow.   ‐ Queues at intersection are quite long but most cars clear intersection on their green signal.   ‐ Occasionally, several vehicles must wait for a second green signal.   ‐ Congestion is moderate.  >0.800 to 0.899  E  ‐ Severe congestion and delay.   ‐ Most of the available capacity is used.   ‐ Many cars must wait through a complete signal cycle to clear the intersection.  >0.900 to 0.999  F  ‐ Excessive delay and congestion.   ‐ Most cars must wait through more than one on one signal cycle.   ‐ Queues are very long and drivers are obviously irritated.  > 1.000  Note: 1Source: City of Anaheim General Plan Circulation Element   Table 2‐5: Arterial Segment Daily Capacity  2.2.1 City of Anaheim Criteria  The current performance standard adopted by the City of Anaheim for the study area roadway segments is LOS  C or better (V/C ≤ 0.800) at the daily level. If the roadway segment is operating at LOS D or worse, a peak hour  link LOS analysis will be conducted to determine if significant impacts must be addressed.  FACILITY TYPE DAILY CAPACITY (VEHICLES/DAY)  8‐lane Divided  75,000  6‐lane Divided  56,300  4‐lane Divided  37,500  4‐lane Undivided  25,000  2‐lane Divided  18,750  Source: City of Anaheim    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 11  The City of Anaheim applies a methodology which determines the level of service under peak hour traffic  volumes on deficient daily segments. The peak hour link analysis determines directional AM and PM peak hour  V/C ratios for each link that exceeds the daily LOS threshold. The peak hour capacity is determined by using  Equation 18‐15 of HCM 2010, multiplying the mid‐block number of lanes for each direction by a lane capacity  of 1,900 vehicles per hour, then multiplied by the percentage of green time at the controlling signalized  intersection for that arterial segment. The percentage of green time is estimated by dividing the directional  V/C ratios by the total V/C ratio at signalized intersections along the arterial segment. If the V/C ratio of the  arterial segment under peak hour conditions is LOS E or F, improvements should be considered to improve the  segment to an acceptable LOS. This methodology is consistent with the Anaheim Resort Specific Plan (FSEIR  No. 340).  2.3 Orange County Congestion Management Plan Criteria  The Orange County Transportation Authority (OCTA) adopted the Congestion Management Program (CMP) for  Orange County. Harbor Boulevard is listed as one of the CMP Highway System (CMPHS) roadways.  The CMP also includes two intersections which are included in this study:   Harbor Boulevard at I‐5 Northbound Ramps; and   Harbor Boulevard at I‐5 Southbound Ramps.   The CMP establishes a target Level of Service of LOS E or better for CMP roadways and intersections.  An  increase in V/C ratio greater than 0.10 over the base condition at roadways and intersections that operate or  are forecast to operate at LOS F are considered not in compliance with CMP LOS objectives and require a  mitigation or a deficiency plan.         City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 12  3 EXISTING CONDITIONS  This section presents an overview of the existing roadway system within the study area and the methodology  used to determine existing traffic volumes.  3.1 Roadway Configurations    The existing configurations of the roadways within the study area are described below:     Manchester Avenue – oriented in a southeast‐northwest direction, is a two‐lane divided roadway  providing  access  to  the  project  site.  Manchester  Avenue  originates  at  the  Harbor  Boulevard  intersection on the north end and becomes Clementine Street to the southeast prior to the Disney  Way intersection.   Harbor Boulevard – oriented in a north‐south direction, consists of a six‐lane divided roadway providing  regional access through its connection to the I‐5 and SR‐22 freeways. On‐street parking is prohibited  along Harbor Boulevard in the study area. Harbor Boulevard is utilized to access the project site, primarily  for trips originating from or destined to areas north and west of the project site.   Disney Way – oriented in an east‐west direction, is a six‐lane divided roadway terminating at Harbor  Boulevard on the west end as an access point to Disneyland. On‐street parking is prohibited along  Disney Way in the study area. Disney Way provide regional access with its connection to the I‐5  freeway at the Anaheim Boulevard intersection. This roadway is utilized to access the project site,  primarily for trips originating from or destined to areas south and east of the project site.    3.2 Transit Operations  The Orange County Transportation Authority (OCTA), Los Angeles Transit Authority (Metro), and Anaheim  Resort Transportation (ART) all operate bus lines within the area of the project site. Descriptions of the transit  services are as follows:  Metro Lines   Line 460 – This line operates between downtown Los Angeles and Disneyland. Within the study area,  the line travels north‐south along Harbor Boulevard, and along Disney Way. Service is provided at 20  minute headways during peak periods on weekdays. Weekends and holiday service is also provided.  OCTA Lines   Line 43 – This line operates between Fullerton and Costa Mesa. Within the study area, the line travels  north‐south along Harbor Boulevard. Service is provided at 20 minute headways during weekdays.  Weekends and holiday service is also provided.   Line 430 – This line operates between the Anaheim Regional Transportation Intermodal Center (ARTIC)  and the Anaheim Resort Area. Within the study area, the line travels east‐west on Katella Avenue, and  along Harbor Boulevard between Katella Avenue and Disneyland Drive. Service is provided at 30  minute headways solely during weekday peak periods.   Line 543 – This line operates between the Fullerton Transportation Center and Santa Ana. Within the  study area, the line travels north‐south along Harbor Boulevard. Service is provided at 15 minute    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 13  headways during peak periods on weekdays. Weekdays and holiday service is also provided.  ART Lines   The ART lines provide service between the Disneyland Transportation Center and various surrounding  destinations such as the Anaheim Convention Center, nearby hotels, and further locations such as  Santa Ana and Buena Park. Line 12 operates between the Disneyland Transportation Center and the  Holiday Inn Anaheim on Manchester Avenue. Service is provided at 20 minute headways during  weekdays and weekends.   3.3 Existing Traffic Volumes  Existing a.m. and p.m. peak period intersection turning movement count data and daily roadway segment  count data were obtained for weekday conditions during the month of February 2017. Weekday peak hour  turning movement volumes and roadway segment daily volumes are shown in Figure 3‐1. Detailed traffic count  sheets are provided in Appendix A.  Figure 3‐1: Existing Peak Hour Intersection Volumes and Segment ADTs      City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 14  3.4 Intersection Level‐of‐Service  LOS analyses were conducted to evaluate existing intersection operations during the weekday a.m. and p.m.  peak  hours.  All  intersections  were  analyzed  using  ICU  methodology,  and  additional  HCM  analyses  were  completed for the three (3) freeway ramp terminals and the two (2) unsignalized project driveways.   3.4.1 ICU LOS  The City of Anaheim General Plan utilizes the ICU methodology for LOS. All of the study intersections were  evaluated using ICU methodology, with two agencies governing significant impact criteria:  The City of Anaheim  and the OCTA CMP. The CMP criteria guidelines take precedence over the City of Anaheim guidelines at the  two (2) CMP identified intersections. Table 3‐1 summarizes the existing V/C ratio and LOS using the ICU  methodology at all signalized study intersections. Detailed ICU LOS calculation worksheets are included in  Appendix B. As shown in the table, all analyzed study intersections are currently operating at LOS A.  Table 3‐1: Existing Intersection ICU LOS  # INTERSECTION LOCATION  EXISTING   AM Peak Hour PM Peak Hour  V/C LOS V/C LOS  1  Harbor Boulevard/I‐5 Northbound Ramps 1 0.53 A  0.51  A  2  Harbor Boulevard/I‐5 Southbound Ramps 1 0.26 A  0.33  A  3  Harbor Boulevard/Manchester Avenue 0.34 A  0.40  A  4  Anaheim Boulevard/Manchester Avenue/I‐5 Ramps 0.46 A  0.55  A  1 Congestion Management Program (CMP) intersection  Note: The project driveways are unsignalized intersections, and not included by ICU methodology. Project driveways are  only analyzed using HCM methodologies.  3.4.2 HCM LOS  All  Caltrans  intersections  and  project  driveways  were  evaluated using HCM methodologies. Table  3‐2  summarizes the existing HCM LOS analysis results. Detailed HCM LOS calculation worksheets are included in  Appendix C. As shown, the study intersections are currently operating at LOS D or better.  Table 3‐2: Existing Intersection HCM LOS  # INTERSECTION LOCATION CONTROL1  EXISTING   AM Peak Hour PM Peak Hour  V/C LOS V/C LOS  1 Harbor Boulevard / I‐5 Northbound Ramps  Signalized  26.0  C  13.1 B  2 Harbor Boulevard / I‐5 Southbound Ramps  Signalized  6.9  A  8.3  A  4 Anaheim Boulevard/Manchester Avenue/I‐5 Ramps  Signalized  38.1  D  46.7  D  5 Manchester Avenue/North Project Driveway  Unsignalized  9.7  A  11.3  B  6 Manchester Avenue/South Project Driveway  Unsignalized  10.1  B  10.0  B  1 For unsignalized intersections, delay and LOS of worst movement is reported.    3.5 Roadway Segment Analysis  Roadway segment LOS analysis was completed for the ADT for existing conditions. Table 3‐3 summarizes the  roadway segment ADT volume, segment configuration, segment capacity, volume‐to‐capacity (V/C) ratio, and  daily LOS. As shown, all roadway segments are currently operating at LOS A.     City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 15  Table 3‐3: Existing Roadway Segment LOS  # INTERSECTION LOCATION  Mid‐ Block  Lanes  Total  Capacity  EXISTING   ADT V/C LOS Deficient?  1 Harbor Boulevard between I‐5 Southbound Ramps and  Manchester Avenue 6D  56,300  32,100  0.570  A  No  2 Manchester Avenue between Harbor Boulevard and North  Project Driveway 2D  18,750  5,600  0.299  A  No  3 Manchester Avenue between South Project Driveway and  Alro Way 2D  18,750  4,400  0.235  A  No  4  Disney Way between Clementine Street and I‐5 SB Off‐Ramp  6D  56,300  7,600  0.135  A  No         City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 16  4 TRIP GENERATION AND DISTRIBUTION  Trip generation and trip distribution were developed for the proposed hotel and the cumulative projects to be  included in the Opening Year analysis.    4.1 Trip Generation  The  empirical  resort  hotel  trip  generation  rates  developed  for the  City  of  Anaheim  Resort  Area  Hotels  (developed by Iteris for the Anaheim Plaza Hotel TIA dated 3/29/2016)  were  used  to  establish  project‐ generated traffic. These rates are shown in Table 4‐1.   Table 4‐1: Resort Hotel Weekday Trip Generation Rates  LAND USE UNIT AM PEAK HOUR PM PEAK HOUR DAILY In Out Total In Out Total  Anaheim Resort Hotel  Rooms  0.15  0.13  0.28  0.13  0.11  0.24  3.54  Table 4‐2 summarizes the trip generation for the demolition of the Quality Inn & Suites and the proposed hotel.  As shown, the proposed hotel is forecast to generate 33 new a.m . peak hour trips, 28 new p.m. peak hour trips,  and 425 new weekday daily trips.  Table 4‐2: Proposed Project Trip Generation  LAND USE QTY. UNIT1 AM PEAK HOUR PM PEAK HOUR DAILY In Out Total In Out Total  Quality Inn & Suites (Demolish)  105  Rooms  ‐16  ‐14  ‐30  ‐14  ‐12  ‐26  ‐372  Proposed Hotel  225  Rooms  34  29  63  29  25  54  797  Net Project Trips Generated2 18  15  33  15  13  28  425  1 Rooms = number of hotel rooms. 2 Net Project Trips Generated = Proposed Hotel Trips – Existing Hotel Trips  The City of Anaheim has an allowance for 20 percent of the square footage of hotel rooms to be used for  meeting and retail space. Any additional square footage of space requires the addition of ancillary trips to the  site. Table 4‐3 summarizes the proposed hotel square footage of rooms, and retail space. As consistent with  the General Plan, it is estimated that each hotel room averages 450 square feet. Using that assumption, the  proposed hotel results in a total room square footage of 101,250 (450*225) square feet. Assuming 20 percent  of that is allowable for meeting and retail space, results in 20,250 square feet of meeting and retail space being  allowed under the trip generation rates for the empirical Anaheim Resort Hotel trip generation rate. As shown  in the table below, the proposed hotel’s square footage of retail space does not exceed the 20 percent  allotment for resort hotel trip generation, additional trips do not need to be added to the resulting trip  determination.  Table 4‐3: Proposed Hotel Square Footage  NUMBER  OF ROOMS SQUARE FOOTAGE OF ROOMS  (ASSUMING 450 SQ. FT. PER ROOM) AVAILABLE SQUARE FOOTAGE  FOR ANCILLARY USES (20%) PROPOSED HOTEL SQUARE  FOOTAGE OF ANCILLARY USES 225 101,250 20,250 11,000 ITE Trip generation rates were adopted for those cumulative project hotels with the absence of a traffic impact  analysis. A summary of ITE trip generation rates for weekdays are summarized in Table 4‐4.    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 17  Table 4‐4: ITE Weekday Trip Generation Rates  Land Use Rooms AM Peak Hour PM Peak Hour Daily In Out Total In Out Total  Resort Hotel1 (330) Rooms 0.22 0.09 0.31 0.18 0.24 0.42 8.17 Hotel (310) Rooms 0.31 0.22 0.53 0.31 0.29 0.60 8.17 1 ITE Land Use 330 (Resort Hotel) does not contain data for weekday daily trips; therefore ITE Land Use 300 (Hotel) rates were utilized.   4.2 Trip Distribution  Peak hour and daily trip distribution percentages for the proposed Project were developed based on general  area traffic patterns and trip distribution patterns from similar venues within the study area. The distribution  percentages developed for the proposed hotel is shown in Figure 4‐1. The net weekday peak hour project trip  assignments are shown in Figure 4‐2.   Figure 4‐1: Project Trip Distribution Percentages        City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 18  Figure 4‐2: Net Project Peak Hour Trip Assignment Volumes                City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 19  5 EXISTING PLUS PROJECT CONDITIONS  Trips generated by the project, as shown in Figure 5‐1, were assigned to the surrounding roadway system based  on the distribution patterns to forecast the project related peak‐hour traffic at each of the study intersections.  Figure 5‐1 illustrates the weekday existing plus project peak hour volumes.   Figure 5‐1: Existing Plus Project Peak Hour Intersection Volumes and Segment ADTs    5.1 Intersection Analysis  LOS analyses were conducted to evaluate existing plus project intersection operations during the weekday  a.m. and p.m. peak hours. These results were compared to existing conditions without the project in order to  assess any significant traffic impacts of the project. Detailed ICU and HCM worksheets are included in  Appendix B and C, respectively.  5.1.1 ICU LOS  Table 5‐1 summarizes the traffic conditions at the study intersections and the driveways under the existing  plus project conditions. As shown, the proposed project is not forecasted to result in any significant impacts to    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 20  the analyzed study intersections during existing plus project conditions.   Table 5‐1: Existing Plus Project Intersection ICU LOS  # INTERSECTION  LOCATION  EXISTING  EXISTING PLUS PROJECT ∆ IN V/C Significant Impact?  AM  Peak Hour  PM  Peak Hour  AM  Peak Hour  PM  Peak Hour  AM  Peak  Hour  PM  Peak  Hour  AM  Peak  Hour  PM  Peak  Hour V/C LOS  V/C LOS  V/C LOS  V/C LOS   1 Harbor Boulevard/I‐5  Northbound Ramps1 0.53  A  0.51  A  0.53  A  0.51  A  0.00  0.00  No  No  2 Harbor Boulevard/I‐5  Southbound Ramps1 0.26  A  0.33  A  0.26  A  0.33  A  0.00  0.00  No  No  3  Harbor  Boulevard/Manchester  Avenue  0.34  A  0.40  A  0.35  A  0.41  A  0.01  0.00  No  No  4  Anaheim  Boulevard/Manchester  Avenue/I‐5 Ramps  0.46  A  0.55  A  0.46  A  0.55  A  0.00  0.00  No  No  1 Congestion Management Program (CMP) intersection  Note: The project driveways are unsignalized intersections, and not included by ICU methodology. Project driveways are only  analyzed using HCM methodologies.  5.1.2 HCM LOS  All  Caltrans  intersections  and  project  driveways  were  evaluated using HCM methodologies. Table  5‐2  summarizes the existing plus project LOS conditions. The two project driveways are included in the analysis,  although no formal HCM criteria has been established by the City of Anaheim. As shown in Table 5‐2, the study  intersections are projected operate at LOS D or better.  Table 5‐2: Existing Plus Project Intersection HCM LOS  # INTERSECTION LOCATION CONTROL  EXISTING  EXISTING PLUS PROJECT  DEFICIENT  LOS?  AM Peak  Hour  PM Peak  Hour  AM Peak  Hour  PM Peak  Hour  Delay LOS  Delay LOS  Delay LOS  Delay LOS   1  Harbor Blvd/I‐5 NB Ramps  Signalized  26.0  C  13.1  B  26.0  C  13.1 B  No  2 Harbor Blvd/I‐5 SB Ramps  Signalized 6.9 A 8.3 A 6.9 A 8.3 A  No  4  Anaheim Blvd/Manchester Ave/I‐5 Ramps  Signalized  38.1  D  46.7 D  38.2  D  46.9  D  No  5  Manchester Ave/North Project Driveway  Unsignalized  9.7  A  11.3  B  10.1  B  11.1  B  No  6  Manchester Ave/South Project Driveway  Unsignalized  10.1  B  10.0  B  9.9  A  9.9  A  No  Note: For unsignalized intersections, delay and LOS of worst movement is reported.  5.2 Roadway Segment Analysis  Roadway segment LOS analysis was completed for the ADT for existing plus project conditions. Table 5‐3  summarizes the roadway segment ADT volume, segment configuration, segment capacity, volume‐to‐capacity  (V/C) ratio, and daily LOS. As shown, all roadway segments are anticipated to operate at LOS A, and no  significant impacts were identified.    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 21  Table 5‐3: Existing Plus Project Roadway Segment ADT LOS  ROADWAY   SEGMENT  MID‐ BLOCK  LANES  TOTAL  CAPACITY  EXISTING EXISTING PLUS PROJECT  ADT V/C LOS Deficient ? ADT V/C LOS Deficient ?  ∆ in  V/C  Impact ?  1  Harbor Blvd between I‐ 5 Southbound Ramps  and Manchester Ave  6D  56,300  32,100  0.570  A  No  32,200  0.572  A  No  0.00  No  2  Manchester Ave  between Harbor Blvd  and North Project  Driveway  2D  18,750  5,600  0.299  A  No  5,800  0.309  A  No  0.01  No  3  Manchester Ave  between South Project  Driveway and Alro Way  2D  18,750  4,400  0.235  A  No  4,700  0.251  A  No  0.02  No  4  Disney Way between  Clementine St and I‐5  SB Off‐Ramp  6D  56,300  7,600  0.135  A  No  7,900  0.140  A  No  0.01  No       City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 22  6 OPENING YEAR 2018 CONDITIONS  The project opening year is 2018. This section analyzes opening year 2018 traffic conditions without the  proposed project.  6.1 Opening Year Traffic Volumes  Future baseline intersection turning movement volumes were developed for Opening Year 2018 based on the  existing traffic volumes, an ambient growth rate, and the added trips from the cumulative projects within the  study area.   6.1.1 Ambient Growth  Ambient traffic growth is the traffic growth that will occur in the study area due to general employment growth,  housing growth, and growth in regional through trips in Southern California. An ambient growth rate of one  percent (1%) per year in the study area was assigned to vehicular traffic, consistent with City direction.   6.1.2 Cumulative Projects  In addition to ambient growth assumed for the study area, the opening year (2018) traffic forecast is based on  known  cumulative  projects.  The  cumulative  projects  included  were  obtained  from  the  Anaheim  Resort  Development Status document, provided by the City of Anaheim, and dated 2/16/2017. The Anaheim Resort  Development Status is documented in Appendix D, including a figure showing the location of all Anaheim  Resort projects currently under development. The cumulative projects are summarized as follows:   Staybridge Suites: 126‐room hotel, located at 1050 W. Ball Rd, anticipated occupancy on March 2017.  o Trip generation and distribution obtained from Anaheim Plaza Hotel TIA (dated March 2016)   Park Vue Inn: Replace an existing 86‐room hotel with a 180‐room hotel with 10,654 square feet of  restaurant and retail, located at 1570 South Harbor Boulevard, anticipated occupancy early 2017.   o Square footage of restaurant and retail fall within the 20 percent allotment for resort hotel trip  generation, and will not be added as additional trips to the resulting trip determination  o Trip generation and distribution obtained from Anaheim Plaza Hotel TIA (dated March 2016)   Element Hotel: 174‐room hotel, located at 200 W. Alro Way, anticipated occupancy June 2018.  o Traffic Study was not available for this project. The trip generation was calculated using the  ITE trip generation rates. Since this project is in close proximity to the Country Inn and Suites  project site, the same trip distribution was utilized and obtained from the Anaheim Plaza  Hotel TIA (dated March 2016)   Anaheim Plaza Hotel: 580‐room high‐quality, four diamond full‐service resort hotel located at 1700  South Harbor Boulevard, anticipated occupancy early 2021.   o Trip generation and distribution obtained from Anaheim Plaza Hotel TIA (dated March 2016)   GardenWalk – WestGate Timeshare: 392‐room timeshare hotel, located at 500 West Disney Way,  with no anticipated occupancy date established at this time.  o Traffic Study was not available for this project. The trip generation was calculated using the  ITE trip generation rates. Since this project is in close proximity to the Garden Walk – JW  Marriott project site, the same trip distribution was utilized and obtained from the Anaheim  Plaza Hotel TIA (dated March 2016)   GardenWalk – JW Marriott:  466‐room hotel with meeting rooms, restaurant, and spa, located at  1775 South Clementine Street, anticipated occupancy late 2019.  o Trip generation and distribution obtained from Anaheim Plaza Hotel TIA (dated March 2016)    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 23   Cambria Suites: 350‐room luxury hotel with meeting rooms, restaurants and retail, located at 1030  West Katella Avenue, anticipated occupancy Mid‐2023.  o Trip generation and distribution obtained from Cambria Hotel Traffic Impact Study   The Anabella Hotel Redevelopment: 634‐room luxury hotel with meeting rooms, restaurants and  retail, located at 1030 West Katella Avenue, anticipated occupancy Mid‐2023.  o Trip generation and distribution obtained from Anabella Hotel Traffic Impact Study (dated  May 2016)   Anaheim Convention Center Expansion:  200,000 square feet of expansion, located at 800 West  Katella Avenue, Phase 1 completed, and Phase 2 anticipated September 2017.   o While included as a cumulative project, the expansion to the Anaheim Convention Center is  anticipated to support existing facilities. The Anaheim Traffic Analysis model assumes a small  convention at the Anaheim Convention Center as representative traffic conditions. The  expansion planned for 2016/2017 is assumed to not change typical day traffic, therefore,  there were no cumulative trips assumed with the Anaheim Convention Center Expansion.    Hampton Inn & Suites: 178‐room hotel, located at 100 West Katella Avenue, anticipated occupancy  fall 2018.  o Trip generation and distribution obtained from Hampton Inn Traffic Impact Study (dated  November 2016)  Table 6‐1 summarizes the trip generation for the cumulative projects.   Table 6‐1: Cumulative Project Trip Generation  PROJECT1/LAND USE QTY UNIT WEEKDAY AM PEAK HOUR WEEKDAY PM PEAK HOUR WEEKDAY  DAILY Inbound Outbound Total Inbound Outbound Total  Staybridge Suites3   126  Rooms  28  11  39  23  30  53  1029  Park Vue Inn (Net Hotel)3  94  Rooms  21  9  30  17  22  39  768  Element Hotel2   174  Rooms  39  15  54  31  42  73  1422  Anaheim Plaza Hotel (Net Hotel)3   86  Rooms  67  51  118  72  68  140  1856  Garden Walk ‐ WestGate Timeshare2   392  Rooms  87  34  121  66  15  81  3203  Garden Walk ‐ JW Marriott3   466  Rooms  104  40  144  66  15  81  3807  Cambria Suites4   350  Rooms  78  30  108  63  84  147  2860  Anabella Hotel (Net Hotel)5   276  Rooms  40  36  76  36  30  66  978  Hampton Inn & Suites (Net Hotel)6   68  Rooms  10  4  14  8  4  12  210  Net Cumulative Project Trips 474  230  704  382  310  692  16,133  1Source: City of Anaheim, The Anaheim Resort Development Status. 02/16/17.  2ITE rates (9th Edition) for Hotel (310), Resort Hotel (330), Retail (820) and Meeting rooms (495) were used.  3Trips were taken from Anaheim Plaza Hotel Study.  4Trips were taken from Cambria Suites Study.  5Trips were taken from Anabella Hotel Study.   6Trips were taken from Hampton Inn & Suites Study.  Figure 6‐1 illustrates the weekday peak hour opening year intersection turning movement and roadway  segment ADT volumes.     City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 24   Figure 6‐1: Opening Year Intersection Peak Hour Volumes and Segment ADTs    6.2 Intersection Analysis  LOS analyses were conducted to evaluate opening year intersection operations during the weekday a.m. and  p.m. peak hours. The signalized intersections were analyzed using ICU methodology, and additional HCM  analyses were completed at the Caltrans freeway ramp terminals and the two project driveways.    6.2.1 ICU LOS  Table 6‐2 summarizes the traffic conditions at all the signalized intersections under the Opening Year 2018 No  Project conditions. Detailed ICU calculation worksheets are included in Appendix B. As shown, all of the study  intersections operate at LOS A for opening year (2018) conditions.    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 25  Table 6‐2: Opening Year Intersection ICU LOS  # INTERSECTION LOCATION  OPENING YEAR (2018)  AM Peak Hour PM Peak Hour  V/C LOS  V/C LOS   1  Harbor Boulevard/I‐5 Northbound Ramps 1  0.54  A  0.53  A  2  Harbor Boulevard/I‐5 Southbound Ramps 1  0.26  A  0.34  A  3  Harbor Boulevard/Manchester Avenue  0.35  A  0.43  A  4  Anaheim Boulevard/Manchester Avenue/I‐5 Ramps  0.47  A  0.56  A  1 Congestion Management Program (CMP) intersection  Note: The project driveways are unsignalized intersections, and not included by ICU methodology. Project driveways are only  analyzed using HCM methodologies.  6.2.2 HCM LOS  All  Caltrans  intersections  and  project  driveways  were  evaluated using HCM methodologies. Table  6‐3  summarizes the opening year LOS conditions. As shown, the study intersections are projected operate at LOS  D or better.  Table 6‐3: Opening Year Intersection HCM LOS  # INTERSECTION LOCATION CONTROL  OPENING YEAR (2018)  AM Peak Hour PM Peak Hour  Delay LOS Delay LOS  1  Harbor Boulevard / I‐5 Northbound Ramps  Signalized  28.2  C  13.9  B  2  Harbor Boulevard / I‐5 Southbound Ramps  Signalized  6.9  A  8.4 A  4  Anaheim Boulevard/Manchester Avenue/I‐5 Ramps  Signalized  40.1  D  49.6  D  5  Manchester Avenue/North Project Driveway  Unsignalized  9.9  A  11.2  B  6  Manchester Avenue/South Project Driveway  Unsignalized  10.2  B 10.2  B  Note: For unsignalized intersections, delay and LOS of worst movement is reported.  6.3 Roadway Segment Analysis  Roadway segment LOS analysis was completed for the ADT for opening year conditions. Table 6‐4 summarizes  the roadway segment ADT volume, segment configuration, segment capacity, volume‐to‐capacity (V/C) ratio,  and daily LOS. As shown, all roadway segments are anticipated to operate at LOS B or better.  Table 6‐4: Opening Year Roadway Segment ADT LOS  ROADWAY  SEGMENT  MID‐ BLOCK  LANES  TOTAL  CAPACITY  OPENING YEAR (2018)  ADT V/C LOS Deficient?  1  Harbor Blvd between I‐5 SB Ramps and Manchester Ave  6D  56,300  35,800   0.636  B  No  2 Manchester Ave between Harbor Blvd and North Project  Driveway 2D  18,750  7,300   0.389  A  No  3 Manchester Avenue between South Project Driveway and  Alro Way 2D  18,750  6,100   0.325  A  No  4  Disney Way between Clementine Street and I‐5 SB Off‐Ramp  6D  56,300  13,700   0.243  A  No           City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 26  7 OPENING YEAR 2018 PLUS PROJECT CONDITIONS  Trips generated by the project were assigned to the surrounding roadway system based on methodologies  discussed in Section 4. Project trips were then added to the Opening Year baseline volumes to represent the  Opening Year 2018 Plus Project conditions. Figure 7‐1 illustrates the opening year plus project volumes.   Figure 7‐1: Opening Year Plus Project Intersection Peak Hour Volumes and Segment ADTs    LOS analyses were conducted to evaluate Opening Year 2018 plus project intersection operations during the  weekday a.m. and p.m. peak hours. The signalized intersections were analyzed using ICU methodology, and  additional HCM analyses were completed at the Caltrans freeway ramp terminal intersections and the two  project driveways.   7.1 Intersection Level‐of‐Service  LOS  analyses  were  conducted  to  evaluate  opening  year  plus  project  intersection  operations  during  the  weekday a.m. and p.m. peak hours. All signalized intersections were analyzed using ICU methodology, and  additional HCM analyses were completed at the Caltrans freeway ramp terminals and the project driveways.    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 27  Opening year “plus project” traffic operations were compared to opening year conditions without the project  in order to assess any significant traffic impacts as a result of the project.  7.1.1 ICU LOS  Table 7‐1 summarizes the opening year plus project LOS using the ICU methodology. Detailed ICU calculation  worksheets are included in Appendix B. As shown in the table below, the analyzed intersections are forecast  to operate at LOS A, and the traffic generated by the proposed project is not expected to exceed the threshold  of significance.  Table 7‐1: Opening Year Plus Project Intersection ICU LOS  # INTERSECTION LOCATION  OPENING YEAR WITHOUT  PROJECT  OPENING YEAR WITH  PROJECT ∆ IN V/C Significant  Impact?  AM Peak  Hour  PM Peak  Hour  AM Peak  Hour  PM Peak  Hour  AM  Peak  Hour  PM  Peak  Hour  AM  Peak  Hour  PM  Peak  Hour V/C LOS  V/C LOS  V/C LOS  V/C LOS   1  Harbor Blvd/I‐5 NB Ramps 1  0.54  A  0.54  A  0.55  A  0.53  A  0.00  0.00  No  No  2  Harbor Blvd/I‐5 SB Ramps 1  0.26  A  0.34  A  0.26  A  0.34  A  0.00  0.00  No  No  3  Harbor Blvd/Manchester Ave  0.35  A  0.43  A  0.36  A  0.44  A  0.01  0.00  No  No  4 Anaheim Blvd/Manchester  Ave/I‐5 Ramps 0.47  A  0.56  A  0.47  A  0.56  A  0.00  0.00  No  No  1 Congestion Management Program (CMP) intersection  Note: The project driveways are unsignalized intersections, and not included by ICU methodology. Project driveways are only  analyzed using HCM methodologies.  7.1.2 HCM LOS  All Caltrans intersections and the two project driveways were evaluated using HCM methodologies.  Table 7‐2  summarizes the opening year plus project LOS for these intersections. Detailed HCM worksheets are included  in Appendix C. The two project driveways are included in the analysis, although no formal HCM criteria has  been established by the City of Anaheim. As shown, the study intersections are expected to operate at LOS D  or better.  Table 7‐2: Opening Year Plus Project Intersection HCM LOS  # INTERSECTION LOCATION CONTROL  OPENING YEAR WITHOUT  PROJECT   OPENING YEAR  WITH PROJECT Deficient  LOS? AM Peak Hour PM Peak Hour AM Peak Hour PM Peak Hour  Delay LOS  Delay LOS  Delay LOS  Delay LOS   1  Harbor Blvd / I‐5 NB Ramps  Signalized  28.2  C  13.9  B  28.2  C  13.9  B  No  2  Harbor Blvd / I‐5 SB Ramps  Signalized  6.9  A  8.4  A  6.9  A  8.4  A No  4 Anaheim Blvd/Manchester  Ave/I‐5 Ramps Signalized  40.1  D  49.6  D  40.2  D  49.8  D  No  5 Manchester Ave/North  Project Driveway Unsignalized  9.9  A  11.2  B  10.5  B  12.1  B  No  6 Manchester Ave/South  Project Driveway Unsignalized  10.2  B  10.2  B  9.9  A  10.1  B  No  Note: For unsignalized intersections, delay and LOS of worst movement is reported.  7.2 Roadway Segment Analysis  Roadway segment LOS analysis was completed for the ADT for opening year plus project conditions. Table 7‐3  summarizes the roadway segment ADT volume, segment configuration, segment capacity, volume‐to‐capacity    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 28  (V/C) ratio, and daily LOS. As shown, all roadway segments are anticipated to operate at LOS B or better, and  no significant impacts were identified.  Table 7‐3: Opening Year Plus Project Roadway Segment ADT LOS  ROADWAY  SEGMENT  MID‐ BLOCK  LANES  TOTAL  CAPACITY  OPENING YEAR WITHOUT  PROJECT  OPENING YEAR  WITH PROJECT ∆ in   V/C  Impact  ? ADT V/C LOS Deficient  ? ADT V/C LOS Deficient  ?  1 Harbor Blvd between I‐5 SB  Ramps and Manchester Ave 6D  56,300  35,800  0.636  B  No  35,900  0.638  B  No  0.002  No  2  Manchester Ave between  Harbor Blvd and North Project  Driveway  2D  18,750  7,300  0.389  A  No  7,500  0.400  A  No  0.011  No  3  Manchester Ave between  South Project Driveway and  Alro Way  2D  18,750  6,100  0.325  A  No  6,400  0.341  A  No  0.016  No  4  Disney Way between  Clementine St and I‐5 SB Off‐ Ramp  6D  56,300  13,700  0.243  A  No  14,000  0.249  A  No  0.005  No         City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 29  8 GENERAL PLAN BUILD OUT YEAR 2035 CONDITIONS  The General Plan Build Out year is 2035. This section analyzes the traffic conditions without the proposed  project.  8.1 Build Out Year Traffic Volumes  Traffic analysis for General Plan Build Out Year 2035 conditions were performed based on post‐processed  volumes developed from the Anaheim Traffic Analysis Model (ATAM). ATAM is the traffic forecasting modeling  tool for the City of Anaheim. Future model raw volumes for arterial intersection and roadway segments were  post‐processed  based  on  the  standard  post‐processing  methodology as defined in NCHRP Report 255.  Observed existing traffic volumes were used as the basis to develop future post‐processed volumes.    Figure 8‐1 illustrates the General Plan Build Out Year intersection peak hour volumes and roadway segment  daily volumes.   Figure 8‐1: General Plan Build Out Year Intersection Peak Hour Volumes and Segment ADTs      City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 30  8.2 Intersection Analysis  LOS analyses were conducted to evaluate build out year intersection operations during the weekday a.m. and  p.m. peak hours. The signalized intersections were analyzed using ICU methodology, and additional HCM  analyses were completed at the Caltrans freeway ramp terminals and the two project driveways. Detailed ICU  and HCM worksheets are included in Appendix B and C, respectively.   8.2.1 ICU LOS  Table 8‐1 summarizes the traffic conditions at the study intersections under the General Plan Build Out year  traffic conditions.   Table 8‐1: General Plan Build Out Year Intersection ICU LOS  # INTERSECTION LOCATION  GENERAL PLAN BUILD OUT YEAR (2035)  AM Peak Hour PM Peak Hour  V/C LOS  V/C LOS   1  Harbor Blvd/I‐5 NB Ramps 1  0.81  D  0.90  D  2  Harbor Blvd/I‐5 SB Ramps 1  0.42  A  0.44  A  3  Harbor Blvd/Manchester Ave  0.87  D  0.76  C  4  Anaheim Blvd/Manchester Ave/I‐5 Ramps  0.56  A  0.86  D  1 Congestion Management Program (CMP) intersection  Note: The project driveways are unsignalized intersections, and not included by ICU methodology. Project driveways are only  analyzed using HCM methodologies.  As shown in the table above, all intersections were forecasted to operate at LOS D or better during AM and PM  peak hours under General Plan Build Out without project conditions.  8.2.2 HCM LOS  All  Caltrans  intersections  (freeway  ramp  terminals)  and  project  driveways  were  evaluated  using  HCM  methodologies. Table 8‐2 summarizes the General Plan Build Out year LOS conditions.   Table 8‐2: General Plan Build Out Year Intersection HCM LOS  # INTERSECTION LOCATION CONTROL  GENERAL PLAN BUILD OUT YEAR (2035)  AM Peak Hour PM Peak Hour  Delay LOS  Delay LOS   1  Harbor Boulevard / I‐5 Northbound Ramps  Signalized  31.2  C  95.6  F  2  Harbor Boulevard / I‐5 Southbound Ramps  Signalized  20.1  C  9.8 A  4  Anaheim Boulevard/Manchester Avenue/I‐5 Ramps  Signalized  42.9  D  106.4  F  5  Manchester Avenue/North Project Driveway  Unsignalized  21.7  C 26.4  D  6  Manchester Avenue/South Project Driveway  Unsignalized  32.1  D 22.6  C  Note: For unsignalized intersections, delay and LOS of worst movement is reported.  As shown in the table above, the following two (2) intersections were forecasted to operate deficiently (LOS D  or worse) during AM or PM peak hours under General Plan Build Out without project conditions:   1. Harbor Boulevard / I‐5 Northbound Ramps (PM LOS F)   4. Anaheim Boulevard / Manchester Ave / I‐5 Ramps (PM LOS F)  8.3 Roadway Segment Analysis  Roadway segment LOS analysis was completed for the ADT for the General Plan Build Out year conditions.    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 31  Table 8‐3 summarizes the roadway segment ADT volume, segment configuration, segment capacity, volume‐ to‐capacity (V/C) ratio, and daily LOS. As shown, all roadway segments are anticipated to operate at LOS C or  better.  Table 8‐3: General Plan Build Out Year Roadway Segment ADT LOS  ROADWAY SEGMENT  MID‐ BLOCK  LANES  TOTAL  CAPACITY  GENERAL PLAN BUILD OUT YEAR (2035)  ADT V/C LOS Deficient?  1  Harbor Blvd between I‐5 SB Ramps and Manchester Ave  6D  56,300  43,800  0.778  C  No  2  Manchester Ave between Harbor Blvd and North Project Driveway  4U  25,000  16,000  0.640  B  No  3  Manchester Ave between South Project Driveway and Alro Way  4U  25,000  17,100  0.684  B  No  4  Disney Way between Clementine St and I‐5 SB Off‐Ramp  6D  56,300  10,100  0.179  A  No       City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 32  9 GENERAL PLAN BUILD OUT YEAR 2035 PLUS PROJECT  CONDITIONS  Trips generated by the project were assigned to the surrounding roadway system based on methodologies  discussed in Section 4. Project trips were then added to the Build Out Year baseline volumes to represent the  Build Out Year 2035 Plus Project conditions. Figure 9‐1 illustrates the General Plan Build Out year plus project  volumes.   Figure 9‐1: General Plan Build Out Year Plus Project Intersection Peak Hour Volumes and Segment ADTs    9.1 Intersection Analysis  LOS analyses were conducted to evaluate the General Plan Build Out year plus project intersection operations  during  the  weekday  a.m.  and  p.m.  peak  hours.  All  signalized  intersections  were  analyzed  using  ICU  methodology, and additional HCM analyses were completed at the Caltrans freeway ramp terminals and the  project driveways. Detailed ICU and HCM worksheets are included in Appendix B and C, respectively. General  Plan Build Out year “plus project” traffic operations were compared to General Plan Build Out year conditions  without the project in order to assess any significant traffic impacts as a result of the project.  City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final Iteris, Inc.  | 33  6.1.1 ICU LOS  Table 9‐1 summarizes the General Plan Build Out year plus project LOS using the ICU methodology.  Table 9‐1: General Plan Build Out Year Plus Project Intersection ICU LOS  # INTERSECTION LOCATION  GENERAL PLAN  BUILD OUT YEAR  WITHOUT PROJECT  GENERAL PLAN  BUILD OUT YEAR  WITH PROJECT  ∆ IN V/C SIGNIFICANT  IMPACT?  AM Peak  Hour  PM Peak  Hour  AM Peak  Hour  PM Peak  Hour  AM  Peak  Hour  PM  Peak  Hour  AM  Peak  Hour  PM  Peak  Hour V/C LOS V/C LOS  V/C LOS  V/C LOS   1  Harbor Blvd/I‐5 NB Ramps 1 0.81  D  0.90  D 0.81 D  0.90  D  0.00  0.00  No  No  2  Harbor Blvd/I‐5 SB Ramps 1 0.42  A  0.44  A  0.42  A  0.44  A  0.00  0.00  No  No  3  Harbor Blvd/Manchester Ave 0.87  D  0.76  C  0.87  D  0.76  C  0.01  0.00  No  No  4  Anaheim Blvd/ Manchester Ave/I‐5 Ramps  0.56  A  0.86  D  0.56  A  0.87  D  0.00  0.00  No  No  1 Congestion Management Program (CMP) intersection  Note: The project driveways are unsignalized intersections, and not included by ICU methodology. Project driveways are only  analyzed using HCM methodologies.  As shown in the table above, all intersections were forecasted to operate at LOS D or better during AM and PM  peak hours under General Plan Build Out with project conditions. Traffic generated by the proposed project is  not expected to exceed the threshold of significance and no Project related significant impact was identified.   9.1.1 HCM LOS  All Caltrans intersections (freeway ramp terminals) and the two project driveways were evaluated using HCM  methodologies. Table 9‐2 summarizes the General Plan Build Out year plus project LOS fo r these intersections.   Table 9‐2: General Plan Build Out Year Plus Project Intersection HCM LOS  # INTERSECTION LOCATION CONTROL  GENERAL PLAN  BUILD OUT YEAR  WITHOUT PROJECT  GENERAL PLAN   BUILD OUT YEAR  WITH PROJECT DEFICIENT  LOS? AM Peak  Hour  PM Peak  Hour  AM Peak  Hour  PM Peak  Hour  Delay LOS Delay LOS Delay LOS  Delay LOS   1  Harbor Blvd / I‐5 Northbound Ramps  Signalized  31.2  C  95.6  F  31.2  C  95.8  F  Yes  2  Harbor Blvd / I‐5 SB Ramps Signalized  20.1  C  9.8  A  20.3  C  9.8 A  No  4  Anaheim Blvd/ Manchester Ave/I‐5 Ramps  Signalized  42.9  D  106.4  F  43.1  D  106.7  F  Yes  5  Manchester Ave/North Project Driveway  Unsignalized  21.7  C  26.4  D  31.4  D  29.5  D  No  6  Manchester Ave/South Project Driveway  Unsignalized  32.1  D  22.6  C  23.6  C  17.7  C  No  Note: For unsignalized intersections, delay and LOS of worst movement is reported.  As shown in the table above, the following two (2) intersections were forecasted to operate deficiently (LOS E  or worse) during AM or PM peak hours under General Plan Build Out with project conditions:  1. Harbor Boulevard / I‐5 Northbound Ramps (PM LOS F) 4. Anaheim Boulevard / Manchester Ave / I‐5 Ramps (PM LOS F) While multiple intersections are forecast to operate deficiently, the traffic generated by the proposed project  is not expected to exceed the threshold of significance and no Project related significant impact was identified.     City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 34  9.2 Roadway Segment Analysis  Roadway segment LOS analysis was completed for the ADT for the General Plan Build Out year plus project  conditions. Table  9‐3  summarizes  the  roadway  segment  ADT  volume,  segment  configuration,  segment  capacity, volume‐to‐capacity (V/C) ratio, and daily LOS. As shown, all roadway segments are anticipated to  operate at LOS C or better, and no significant impacts were identified.  Table 9‐3: General Plan Build Out Year Plus Project Roadway Segment ADT LOS  ROADWAY  SEGMENT  MID‐ BLOCK  LANES  TOTAL  CAPACITY  GENERAL PLAN  BUILD OUT YEAR  WITHOUT PROJECT  GENERAL PLAN   BUILD OUT YEAR  WITH PROJECT ∆ in  V/C  Impact  ? ADT V/C LOS Deficient  ? ADT V/C LOS Deficient  ?  1  Harbor Blvd between I‐5  SB Ramps and  Manchester Ave  6D  56,300  43,800  0.778  C  No  43,900  0.780  C  No 0.002 No 2  Manchester Ave  between Harbor Blvd  and North Project  Driveway  4U  25,000  16,000  0.640  B  No  16,200  0.648  B  No 0.008 No 3  Manchester Ave  between South Project  Driveway and Alro Way  4U  25,000  17,100  0.684  B  No  17,400  0.696  B  No 0.012 No 4  Disney Way between  Clementine St and I‐5 SB  Off‐Ramp  6D  56,300  10,100  0.179  A  No  10,400  0.185  A  No 0.005 No          City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 35  10 IMPACTS AND MITIGATIONS  This section summarizes the without and with Project traffic operating conditions at the study intersections  and roadway segments. Traffic operation deficiencies and impacts are identified based on criteria documented  in Section 2 of this document.  10.1 Intersections  No project related significant impacts were identified for the study intersections for existing, opening year  (2018), or General Plan Build Out year (2035) traffic conditions. Therefore, no mitigation measures were  required.   10.2 Roadway Segments  No significant impacts were identified for the study arterial roadway segments for existing, opening year  (2018), or General Plan Build Out year (2035) traffic conditions; therefore, no mitigation measures would be  required to address arterial segment impacts.           City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  | 36  11 CONCLUSIONS  The proposed hotel consists of demolishing of an existing 105‐room Quality Inn & Suites and replacing the  existing hotel with a planned 225‐room hotel located at 1441 S. Manchester Avenue. The estimated opening  year of the proposed hotel is 2018. The project site is located east of the Harbor Boulevard/Manchester Avenue  intersection. Access to the site would be provided by the two existing full‐access driveways on Manchester  Avenue.  All of the study intersections are currently operating at acceptable LOS (LOS D or better).   Based on rates developed for Anaheim Resort hotels, the proposed hotel is forecast to generate 33 new a.m.  peak hour trips, 28 new p.m. peak hour trips, and 425 new weekday daily trips.  The results of the traffic analysis indicate the proposed Project would not create any project‐level significant  impact to the surrounding roadway system during the existing, opening year (2018), or General Plan Build Out  year (2035) conditions.    City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  APPENDIX A – TRAFFIC COUNTS     File Name : ANAHA5NAM Site Code : 04217098 Start Date : 2/16/2017 Page No : 1 City of Anaheim N/S: Harbor Boulevard E/W: I-5 Northbound Ramps Weather: Clear Groups Printed- Total Volume Harbor Boulevard Southbound I-5 Northbound Ramps Westbound Harbor Boulevard Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 8 408 416 16 141 157 117 44 161 734 07:15 AM 3 434 437 15 185 200 149 65 214 851 07:30 AM 13 384 397 13 195 208 146 53 199 804 07:45 AM 3 364 367 15 242 257 153 57 210 834 Total 27 1590 1617 59 763 822 565 219 784 3223 08:00 AM 2 329 331 10 196 206 187 72 259 796 08:15 AM 4 333 337 18 227 245 192 71 263 845 08:30 AM 2 310 312 10 193 203 202 54 256 771 08:45 AM 3 254 257 14 185 199 183 51 234 690 Total 11 1226 1237 52 801 853 764 248 1012 3102 Grand Total 38 2816 2854 111 1564 1675 1329 467 1796 6325 Apprch %1.3 98.7 6.6 93.4 74 26 Total %0.6 44.5 45.1 1.8 24.7 26.5 21 7.4 28.4 Harbor Boulevard Southbound I-5 Northbound Ramps Westbound Harbor Boulevard Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 3 434 437 15 185 200 149 65 214 851 07:30 AM 13 384 397 13 195 208 146 53 199 804 07:45 AM 3 364 367 15 242 257 153 57 210 834 08:00 AM 2 329 331 10 196 206 187 72 259 796 Total Volume 21 1511 1532 53 818 871 635 247 882 3285 % App. Total 1.4 98.6 6.1 93.9 72 28 PHF .404 .870 .876 .883 .845 .847 .849 .858 .851 .965 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAHA5NAM Site Code : 04217098 Start Date : 2/16/2017 Page No : 2 City of Anaheim N/S: Harbor Boulevard E/W: I-5 Northbound Ramps Weather: Clear Harbor Boulevard I - 5 N o r t h b o u n d R a m p s Harbor Boulevard Thru 1511 Left 21 InOut Total 1453 1532 2985 R i g h t 8 1 8 L e f t 5 3 O u t T o t a l I n 2 6 8 8 7 1 1 1 3 9 Thru 635 Right 247 Out TotalIn 1564 882 2446 Peak Hour Begins at 07:15 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:30 AM 08:00 AM +0 mins.8 408 416 13 195 208 187 72 259 +15 mins.3 434 437 15 242 257 192 71 263 +30 mins.13 384 397 10 196 206 202 54 256 +45 mins.3 364 367 18 227 245 183 51 234 Total Volume 27 1590 1617 56 860 916 764 248 1012 % App. Total 1.7 98.3 6.1 93.9 75.5 24.5 PHF .519 .916 .925 .778 .888 .891 .946 .861 .962 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAHA5NPM Site Code : 04217098 Start Date : 2/16/2017 Page No : 1 City of Anaheim N/S: Harbor Boulevard E/W: I-5 Northbound Ramps Weather: Clear Groups Printed- Total Volume Harbor Boulevard Southbound I-5 Northbound Ramps Westbound Harbor Boulevard Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 16 320 336 10 205 215 287 98 385 936 04:15 PM 10 349 359 12 196 208 232 93 325 892 04:30 PM 8 351 359 10 178 188 273 94 367 914 04:45 PM 15 332 347 8 197 205 332 103 435 987 Total 49 1352 1401 40 776 816 1124 388 1512 3729 05:00 PM 8 361 369 12 169 181 270 117 387 937 05:15 PM 17 357 374 4 157 161 302 130 432 967 05:30 PM 11 298 309 10 186 196 280 108 388 893 05:45 PM 13 300 313 10 192 202 294 102 396 911 Total 49 1316 1365 36 704 740 1146 457 1603 3708 Grand Total 98 2668 2766 76 1480 1556 2270 845 3115 7437 Apprch %3.5 96.5 4.9 95.1 72.9 27.1 Total %1.3 35.9 37.2 1 19.9 20.9 30.5 11.4 41.9 Harbor Boulevard Southbound I-5 Northbound Ramps Westbound Harbor Boulevard Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 8 351 359 10 178 188 273 94 367 914 04:45 PM 15 332 347 8 197 205 332 103 435 987 05:00 PM 8 361 369 12 169 181 270 117 387 937 05:15 PM 17 357 374 4 157 161 302 130 432 967 Total Volume 48 1401 1449 34 701 735 1177 444 1621 3805 % App. Total 3.3 96.7 4.6 95.4 72.6 27.4 PHF .706 .970 .969 .708 .890 .896 .886 .854 .932 .964 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAHA5NPM Site Code : 04217098 Start Date : 2/16/2017 Page No : 2 City of Anaheim N/S: Harbor Boulevard E/W: I-5 Northbound Ramps Weather: Clear Harbor Boulevard I - 5 N o r t h b o u n d R a m p s Harbor Boulevard Thru 1401 Left 48 InOut Total 1878 1449 3327 R i g h t 7 0 1 L e f t 3 4 O u t T o t a l I n 4 9 2 7 3 5 1 2 2 7 Thru 1177 Right 444 Out TotalIn 1435 1621 3056 Peak Hour Begins at 04:30 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 04:00 PM 04:45 PM +0 mins.8 351 359 10 205 215 332 103 435 +15 mins.15 332 347 12 196 208 270 117 387 +30 mins.8 361 369 10 178 188 302 130 432 +45 mins.17 357 374 8 197 205 280 108 388 Total Volume 48 1401 1449 40 776 816 1184 458 1642 % App. Total 3.3 96.7 4.9 95.1 72.1 27.9 PHF .706 .970 .969 .833 .946 .949 .892 .881 .944 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAHA5SAM Site Code : 04217098 Start Date : 2/16/2017 Page No : 1 City of Anaheim N/S: Harbor Boulevard E/W: I-5 Southbound Ramps Weather: Clear Groups Printed- Total Volume Harbor Boulevard Southbound Harbor Boulevard Northbound I-5 Southbound Ramps Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 186 248 434 7 132 139 28 39 67 640 07:15 AM 212 206 418 5 166 171 40 57 97 686 07:30 AM 217 193 410 5 144 149 48 47 95 654 07:45 AM 201 212 413 11 159 170 43 80 123 706 Total 816 859 1675 28 601 629 159 223 382 2686 08:00 AM 193 150 343 7 196 203 57 75 132 678 08:15 AM 213 137 350 13 211 224 46 69 115 689 08:30 AM 198 141 339 12 180 192 64 64 128 659 08:45 AM 189 94 283 10 188 198 52 65 117 598 Total 793 522 1315 42 775 817 219 273 492 2624 Grand Total 1609 1381 2990 70 1376 1446 378 496 874 5310 Apprch %53.8 46.2 4.8 95.2 43.2 56.8 Total %30.3 26 56.3 1.3 25.9 27.2 7.1 9.3 16.5 Harbor Boulevard Southbound Harbor Boulevard Northbound I-5 Southbound Ramps Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 201 212 413 11 159 170 43 80 123 706 08:00 AM 193 150 343 7 196 203 57 75 132 678 08:15 AM 213 137 350 13 211 224 46 69 115 689 08:30 AM 198 141 339 12 180 192 64 64 128 659 Total Volume 805 640 1445 43 746 789 210 288 498 2732 % App. Total 55.7 44.3 5.4 94.6 42.2 57.8 PHF .945 .755 .875 .827 .884 .881 .820 .900 .943 .967 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAHA5SAM Site Code : 04217098 Start Date : 2/16/2017 Page No : 2 City of Anaheim N/S: Harbor Boulevard E/W: I-5 Southbound Ramps Weather: Clear Harbor Boulevard I - 5 S o u t h b o u n d R a m p s Harbor Boulevard Right 640 Thru 805 InOut Total 956 1445 2401 Left 43 Thru 746 Out TotalIn 1093 789 1882 Le f t 21 0 Ri g h t 28 8 To t a l Ou t In 68 3 49 8 11 8 1 Peak Hour Begins at 07:45 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 08:00 AM 07:45 AM +0 mins.186 248 434 7 196 203 43 80 123 +15 mins.212 206 418 13 211 224 57 75 132 +30 mins.217 193 410 12 180 192 46 69 115 +45 mins.201 212 413 10 188 198 64 64 128 Total Volume 816 859 1675 42 775 817 210 288 498 % App. Total 48.7 51.3 5.1 94.9 42.2 57.8 PHF .940 .866 .965 .808 .918 .912 .820 .900 .943 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAHA5SPM Site Code : 04217098 Start Date : 2/16/2017 Page No : 1 City of Anaheim N/S: Harbor Boulevard E/W: I-5 Southbound Ramps Weather: Clear Groups Printed- Total Volume Harbor Boulevard Southbound Harbor Boulevard Northbound I-5 Southbound Ramps Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 165 153 318 10 318 328 60 71 131 777 04:15 PM 172 209 381 18 274 292 63 71 134 807 04:30 PM 184 182 366 17 310 327 59 75 134 827 04:45 PM 157 168 325 12 347 359 67 87 154 838 Total 678 712 1390 57 1249 1306 249 304 553 3249 05:00 PM 226 170 396 21 346 367 65 77 142 905 05:15 PM 188 189 377 18 374 392 56 68 124 893 05:30 PM 179 130 309 16 318 334 73 92 165 808 05:45 PM 159 148 307 19 344 363 55 75 130 800 Total 752 637 1389 74 1382 1456 249 312 561 3406 Grand Total 1430 1349 2779 131 2631 2762 498 616 1114 6655 Apprch %51.5 48.5 4.7 95.3 44.7 55.3 Total %21.5 20.3 41.8 2 39.5 41.5 7.5 9.3 16.7 Harbor Boulevard Southbound Harbor Boulevard Northbound I-5 Southbound Ramps Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 184 182 366 17 310 327 59 75 134 827 04:45 PM 157 168 325 12 347 359 67 87 154 838 05:00 PM 226 170 396 21 346 367 65 77 142 905 05:15 PM 188 189 377 18 374 392 56 68 124 893 Total Volume 755 709 1464 68 1377 1445 247 307 554 3463 % App. Total 51.6 48.4 4.7 95.3 44.6 55.4 PHF .835 .938 .924 .810 .920 .922 .922 .882 .899 .957 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAHA5SPM Site Code : 04217098 Start Date : 2/16/2017 Page No : 2 City of Anaheim N/S: Harbor Boulevard E/W: I-5 Southbound Ramps Weather: Clear Harbor Boulevard I - 5 S o u t h b o u n d R a m p s Harbor Boulevard Right 709 Thru 755 InOut Total 1624 1464 3088 Left 68 Thru 1377 Out TotalIn 1062 1445 2507 Le f t 24 7 Ri g h t 30 7 To t a l Ou t In 77 7 55 4 13 3 1 Peak Hour Begins at 04:30 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:15 PM 05:00 PM 04:45 PM +0 mins.172 209 381 21 346 367 67 87 154 +15 mins.184 182 366 18 374 392 65 77 142 +30 mins.157 168 325 16 318 334 56 68 124 +45 mins.226 170 396 19 344 363 73 92 165 Total Volume 739 729 1468 74 1382 1456 261 324 585 % App. Total 50.3 49.7 5.1 94.9 44.6 55.4 PHF .817 .872 .927 .881 .924 .929 .894 .880 .886 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAHAMAAM Site Code : 04217098 Start Date : 2/16/2017 Page No : 1 City of Anaheim N/S: Harbor Boulevard E/W: Manchester Avenue Weather: Clear Groups Printed- Total Volume Harbor Boulevard Southbound Manchester Avenue Westbound Harbor Boulevard Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 07:00 AM 46 183 229 3 9 12 130 10 140 381 07:15 AM 58 212 270 3 17 20 157 11 168 458 07:30 AM 54 207 261 3 11 14 144 10 154 429 07:45 AM 58 221 279 5 19 24 153 13 166 469 Total 216 823 1039 14 56 70 584 44 628 1737 08:00 AM 51 228 279 10 17 27 181 13 194 500 08:15 AM 55 211 266 5 25 30 197 18 215 511 08:30 AM 49 218 267 10 24 34 181 17 198 499 08:45 AM 56 178 234 6 18 24 170 20 190 448 Total 211 835 1046 31 84 115 729 68 797 1958 Grand Total 427 1658 2085 45 140 185 1313 112 1425 3695 Apprch %20.5 79.5 24.3 75.7 92.1 7.9 Total %11.6 44.9 56.4 1.2 3.8 5 35.5 3 38.6 Harbor Boulevard Southbound Manchester Avenue Westbound Harbor Boulevard Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 58 221 279 5 19 24 153 13 166 469 08:00 AM 51 228 279 10 17 27 181 13 194 500 08:15 AM 55 211 266 5 25 30 197 18 215 511 08:30 AM 49 218 267 10 24 34 181 17 198 499 Total Volume 213 878 1091 30 85 115 712 61 773 1979 % App. Total 19.5 80.5 26.1 73.9 92.1 7.9 PHF .918 .963 .978 .750 .850 .846 .904 .847 .899 .968 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAHAMAAM Site Code : 04217098 Start Date : 2/16/2017 Page No : 2 City of Anaheim N/S: Harbor Boulevard E/W: Manchester Avenue Weather: Clear Harbor Boulevard M a n c h e s t e r A v e n u e Harbor Boulevard Thru 878 Left 213 InOut Total 797 1091 1888 R i g h t 8 5 L e f t 3 0 O u t T o t a l I n 2 7 4 1 1 5 3 8 9 Thru 712 Right 61 Out TotalIn 908 773 1681 Peak Hour Begins at 07:45 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:45 AM 07:45 AM 08:00 AM +0 mins.58 221 279 5 19 24 181 13 194 +15 mins.51 228 279 10 17 27 197 18 215 +30 mins.55 211 266 5 25 30 181 17 198 +45 mins.49 218 267 10 24 34 170 20 190 Total Volume 213 878 1091 30 85 115 729 68 797 % App. Total 19.5 80.5 26.1 73.9 91.5 8.5 PHF .918 .963 .978 .750 .850 .846 .925 .850 .927 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAHAMAPM Site Code : 04217098 Start Date : 2/16/2017 Page No : 1 City of Anaheim N/S: Harbor Boulevard E/W: Manchester Avenue Weather: Clear Groups Printed- Total Volume Harbor Boulevard Southbound Manchester Avenue Westbound Harbor Boulevard Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total 04:00 PM 28 209 237 11 39 50 292 16 308 595 04:15 PM 20 203 223 3 34 37 252 19 271 531 04:30 PM 22 252 274 11 51 62 279 27 306 642 04:45 PM 23 216 239 10 53 63 314 14 328 630 Total 93 880 973 35 177 212 1137 76 1213 2398 05:00 PM 24 245 269 15 72 87 298 27 325 681 05:15 PM 25 234 259 9 68 77 329 20 349 685 05:30 PM 38 232 270 15 62 77 272 20 292 639 05:45 PM 27 203 230 11 62 73 295 18 313 616 Total 114 914 1028 50 264 314 1194 85 1279 2621 Grand Total 207 1794 2001 85 441 526 2331 161 2492 5019 Apprch %10.3 89.7 16.2 83.8 93.5 6.5 Total %4.1 35.7 39.9 1.7 8.8 10.5 46.4 3.2 49.7 Harbor Boulevard Southbound Manchester Avenue Westbound Harbor Boulevard Northbound Start Time Left Thru App. Total Left Right App. Total Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 22 252 274 11 51 62 279 27 306 642 04:45 PM 23 216 239 10 53 63 314 14 328 630 05:00 PM 24 245 269 15 72 87 298 27 325 681 05:15 PM 25 234 259 9 68 77 329 20 349 685 Total Volume 94 947 1041 45 244 289 1220 88 1308 2638 % App. Total 9 91 15.6 84.4 93.3 6.7 PHF .940 .939 .950 .750 .847 .830 .927 .815 .937 .963 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAHAMAPM Site Code : 04217098 Start Date : 2/16/2017 Page No : 2 City of Anaheim N/S: Harbor Boulevard E/W: Manchester Avenue Weather: Clear Harbor Boulevard M a n c h e s t e r A v e n u e Harbor Boulevard Thru 947 Left 94 InOut Total 1464 1041 2505 R i g h t 2 4 4 L e f t 4 5 O u t T o t a l I n 1 8 2 2 8 9 4 7 1 Thru 1220 Right 88 Out TotalIn 992 1308 2300 Peak Hour Begins at 04:30 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 05:00 PM 04:30 PM +0 mins.22 252 274 15 72 87 279 27 306 +15 mins.23 216 239 9 68 77 314 14 328 +30 mins.24 245 269 15 62 77 298 27 325 +45 mins.25 234 259 11 62 73 329 20 349 Total Volume 94 947 1041 50 264 314 1220 88 1308 % App. Total 9 91 15.9 84.1 93.3 6.7 PHF .940 .939 .950 .833 .917 .902 .927 .815 .937 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAANMAAM Site Code : 04217098 Start Date : 2/16/2017 Page No : 1 City of Anaheim N/S: Anaheim Boulevard E/W: Manchester Avenue / I-5 Ramps Weather: Clear Groups Printed- Total Volume Anaheim Boulevard Southbound Manchester Avenue / I-5 Ramps Westbound Anaheim Boulevard Northbound Manchester Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 07:00 AM 164 127 28 319 0 18 1 19 6 149 0 155 54 15 19 88 581 07:15 AM 151 129 16 296 0 23 2 25 5 161 1 167 64 13 24 101 589 07:30 AM 152 179 36 367 0 20 0 20 3 171 4 178 69 9 21 99 664 07:45 AM 121 153 26 300 0 30 0 30 10 197 4 211 70 21 35 126 667 Total 588 588 106 1282 0 91 3 94 24 678 9 711 257 58 99 414 2501 08:00 AM 109 130 29 268 0 33 0 33 7 172 2 181 85 28 22 135 617 08:15 AM 119 163 30 312 0 43 0 43 9 197 2 208 72 22 20 114 677 08:30 AM 116 137 33 286 0 47 0 47 10 153 3 166 55 25 35 115 614 08:45 AM 86 124 45 255 0 29 1 30 11 147 4 162 82 19 41 142 589 Total 430 554 137 1121 0 152 1 153 37 669 11 717 294 94 118 506 2497 Grand Total 1018 1142 243 2403 0 243 4 247 61 1347 20 1428 551 152 217 920 4998 Apprch %42.4 47.5 10.1 0 98.4 1.6 4.3 94.3 1.4 59.9 16.5 23.6 Total %20.4 22.8 4.9 48.1 0 4.9 0.1 4.9 1.2 27 0.4 28.6 11 3 4.3 18.4 Anaheim Boulevard Southbound Manchester Avenue / I-5 Ramps Westbound Anaheim Boulevard Northbound Manchester Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 152 179 36 367 0 20 0 20 3 171 4 178 69 9 21 99 664 07:45 AM 121 153 26 300 0 30 0 30 10 197 4 211 70 21 35 126 667 08:00 AM 109 130 29 268 0 33 0 33 7 172 2 181 85 28 22 135 617 08:15 AM 119 163 30 312 0 43 0 43 9 197 2 208 72 22 20 114 677 Total Volume 501 625 121 1247 0 126 0 126 29 737 12 778 296 80 98 474 2625 % App. Total 40.2 50.1 9.7 0 100 0 3.7 94.7 1.5 62.4 16.9 20.7 PHF .824 .873 .840 .849 .000 .733 .000 .733 .725 .935 .750 .922 .871 .714 .700 .878 .969 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAANMAAM Site Code : 04217098 Start Date : 2/16/2017 Page No : 2 City of Anaheim N/S: Anaheim Boulevard E/W: Manchester Avenue / I-5 Ramps Weather: Clear Anaheim Boulevard M a n c h e s t e r A v e n u e M a n c h e s t e r A v e n u e / I - 5 R a m p s Anaheim Boulevard Right 121 Thru 625 Left 501 InOut Total 1033 1247 2280 R i g h t 0 T h r u 1 2 6 L e f t 0 O u t T o t a l I n 5 9 3 1 2 6 7 1 9 Left 29 Thru 737 Right 12 Out TotalIn 723 778 1501 Le f t 29 6 Th r u 80 Ri g h t 98 To t a l Ou t In 27 6 47 4 75 0 Peak Hour Begins at 07:30 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 07:00 AM 07:45 AM 07:30 AM 08:00 AM+0 mins.164 127 28 319 0 30 0 30 3 171 4 178 85 28 22 135 +15 mins.151 129 16 296 0 33 0 33 10 197 4 211 72 22 20 114 +30 mins.152 179 36 367 0 43 0 43 7 172 2 181 55 25 35 115 +45 mins.121 153 26 300 0 47 0 47 9 197 2 208 82 19 41 142 Total Volume 588 588 106 1282 0 153 0 153 29 737 12 778 294 94 118 506 % App. Total 45.9 45.9 8.3 0 100 0 3.7 94.7 1.5 58.1 18.6 23.3 PHF .896 .821 .736 .873 .000 .814 .000 .814 .725 .935 .750 .922 .865 .839 .720 .891 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAANMAPM Site Code : 04217098 Start Date : 2/16/2017 Page No : 1 City of Anaheim N/S: Anaheim Boulevard E/W: Manchester Avenue / I-5 Ramps Weather: Clear Groups Printed- Total Volume Anaheim Boulevard Southbound Manchester Avenue / I-5 Ramps Westbound Anaheim Boulevard Northbound Manchester Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total 04:00 PM 135 131 14 280 0 48 0 48 5 202 1 208 78 37 39 154 690 04:15 PM 136 166 25 327 0 50 0 50 6 184 5 195 77 54 44 175 747 04:30 PM 139 196 19 354 0 68 1 69 5 220 1 226 87 50 44 181 830 04:45 PM 135 145 19 299 0 76 0 76 10 220 3 233 82 51 46 179 787 Total 545 638 77 1260 0 242 1 243 26 826 10 862 324 192 173 689 3054 05:00 PM 148 182 20 350 0 77 1 78 11 223 2 236 69 64 49 182 846 05:15 PM 141 192 26 359 0 64 1 65 9 206 5 220 81 61 53 195 839 05:30 PM 125 155 19 299 0 92 2 94 14 217 3 234 116 59 39 214 841 05:45 PM 123 204 19 346 0 75 2 77 12 254 2 268 83 42 45 170 861 Total 537 733 84 1354 0 308 6 314 46 900 12 958 349 226 186 761 3387 Grand Total 1082 1371 161 2614 0 550 7 557 72 1726 22 1820 673 418 359 1450 6441 Apprch %41.4 52.4 6.2 0 98.7 1.3 4 94.8 1.2 46.4 28.8 24.8 Total %16.8 21.3 2.5 40.6 0 8.5 0.1 8.6 1.1 26.8 0.3 28.3 10.4 6.5 5.6 22.5 Anaheim Boulevard Southbound Manchester Avenue / I-5 Ramps Westbound Anaheim Boulevard Northbound Manchester Avenue Eastbound Start Time Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Left Thru Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 148 182 20 350 0 77 1 78 11 223 2 236 69 64 49 182 846 05:15 PM 141 192 26 359 0 64 1 65 9 206 5 220 81 61 53 195 839 05:30 PM 125 155 19 299 0 92 2 94 14 217 3 234 116 59 39 214 841 05:45 PM 123 204 19 346 0 75 2 77 12 254 2 268 83 42 45 170 861 Total Volume 537 733 84 1354 0 308 6 314 46 900 12 958 349 226 186 761 3387 % App. Total 39.7 54.1 6.2 0 98.1 1.9 4.8 93.9 1.3 45.9 29.7 24.4 PHF .907 .898 .808 .943 .000 .837 .750 .835 .821 .886 .600 .894 .752 .883 .877 .889 .983 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAANMAPM Site Code : 04217098 Start Date : 2/16/2017 Page No : 2 City of Anaheim N/S: Anaheim Boulevard E/W: Manchester Avenue / I-5 Ramps Weather: Clear Anaheim Boulevard M a n c h e s t e r A v e n u e M a n c h e s t e r A v e n u e / I - 5 R a m p s Anaheim Boulevard Right 84 Thru 733 Left 537 InOut Total 1255 1354 2609 R i g h t 6 T h r u 3 0 8 L e f t 0 O u t T o t a l I n 7 7 5 3 1 4 1 0 8 9 Left 46 Thru 900 Right 12 Out TotalIn 919 958 1877 Le f t 34 9 Th r u 22 6 Ri g h t 18 6 To t a l Ou t In 43 8 76 1 11 9 9 Peak Hour Begins at 05:00 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 04:30 PM 05:00 PM 05:00 PM 04:45 PM+0 mins.139 196 19 354 0 77 1 78 11 223 2 236 82 51 46 179 +15 mins.135 145 19 299 0 64 1 65 9 206 5 220 69 64 49 182 +30 mins.148 182 20 350 0 92 2 94 14 217 3 234 81 61 53 195 +45 mins.141 192 26 359 0 75 2 77 12 254 2 268 116 59 39 214 Total Volume 563 715 84 1362 0 308 6 314 46 900 12 958 348 235 187 770 % App. Total 41.3 52.5 6.2 0 98.1 1.9 4.8 93.9 1.3 45.2 30.5 24.3 PHF .951 .912 .808 .948 .000 .837 .750 .835 .821 .886 .600 .894 .750 .918 .882 .900 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAMANDWAM Site Code : 04217098 Start Date : 2/16/2017 Page No : 1 City of Anaheim N/S: Manchester Avenue E/W: Quality Inn North Driveway Weather: Clear Groups Printed- Total Volume Manchester Avenue Southbound Manchester Avenue Northbound North Driveway Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 44 1 45 0 14 14 2 0 2 61 07:15 AM 52 0 52 1 10 11 0 1 1 64 07:30 AM 51 1 52 0 12 12 0 1 1 65 07:45 AM 47 1 48 3 16 19 2 0 2 69 Total 194 3 197 4 52 56 4 2 6 259 08:00 AM 47 3 50 1 24 25 0 2 2 77 08:15 AM 55 0 55 0 28 28 1 1 2 85 08:30 AM 52 0 52 0 22 22 0 1 1 75 08:45 AM 61 2 63 1 13 14 2 1 3 80 Total 215 5 220 2 87 89 3 5 8 317 Grand Total 409 8 417 6 139 145 7 7 14 576 Apprch %98.1 1.9 4.1 95.9 50 50 Total %71 1.4 72.4 1 24.1 25.2 1.2 1.2 2.4 Manchester Avenue Southbound Manchester Avenue Northbound North Driveway Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 47 3 50 1 24 25 0 2 2 77 08:15 AM 55 0 55 0 28 28 1 1 2 85 08:30 AM 52 0 52 0 22 22 0 1 1 75 08:45 AM 61 2 63 1 13 14 2 1 3 80 Total Volume 215 5 220 2 87 89 3 5 8 317 % App. Total 97.7 2.3 2.2 97.8 37.5 62.5 PHF .881 .417 .873 .500 .777 .795 .375 .625 .667 .932 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAMANDWAM Site Code : 04217098 Start Date : 2/16/2017 Page No : 2 City of Anaheim N/S: Manchester Avenue E/W: Quality Inn North Driveway Weather: Clear Manchester Avenue N o r t h D r i v e w a y Manchester Avenue Right 5 Thru 215 InOut Total 90 220 310 Left 2 Thru 87 Out TotalIn 220 89 309 Le f t 3 Ri g h t 5 To t a l Ou t In 7 8 15 Peak Hour Begins at 08:00 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:45 AM 08:00 AM +0 mins.47 3 50 3 16 19 0 2 2 +15 mins.55 0 55 1 24 25 1 1 2 +30 mins.52 0 52 0 28 28 0 1 1 +45 mins.61 2 63 0 22 22 2 1 3 Total Volume 215 5 220 4 90 94 3 5 8 % App. Total 97.7 2.3 4.3 95.7 37.5 62.5 PHF .881 .417 .873 .333 .804 .839 .375 .625 .667 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAMANDWPM Site Code : 04217098 Start Date : 2/16/2017 Page No : 1 City of Anaheim N/S: Manchester Avenue E/W: Quality Inn North Driveway Weather: Clear Groups Printed- Total Volume Manchester Avenue Southbound Manchester Avenue Northbound North Driveway Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 29 2 31 0 38 38 0 2 2 71 04:15 PM 40 1 41 2 29 31 0 1 1 73 04:30 PM 32 1 33 0 49 49 1 2 3 85 04:45 PM 22 2 24 3 53 56 1 2 3 83 Total 123 6 129 5 169 174 2 7 9 312 05:00 PM 42 0 42 2 75 77 2 0 2 121 05:15 PM 32 2 34 2 62 64 1 1 2 100 05:30 PM 47 0 47 2 64 66 3 1 4 117 05:45 PM 37 0 37 1 56 57 2 0 2 96 Total 158 2 160 7 257 264 8 2 10 434 Grand Total 281 8 289 12 426 438 10 9 19 746 Apprch %97.2 2.8 2.7 97.3 52.6 47.4 Total %37.7 1.1 38.7 1.6 57.1 58.7 1.3 1.2 2.5 Manchester Avenue Southbound Manchester Avenue Northbound North Driveway Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 42 0 42 2 75 77 2 0 2 121 05:15 PM 32 2 34 2 62 64 1 1 2 100 05:30 PM 47 0 47 2 64 66 3 1 4 117 05:45 PM 37 0 37 1 56 57 2 0 2 96 Total Volume 158 2 160 7 257 264 8 2 10 434 % App. Total 98.8 1.2 2.7 97.3 80 20 PHF .840 .250 .851 .875 .857 .857 .667 .500 .625 .897 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAMANDWPM Site Code : 04217098 Start Date : 2/16/2017 Page No : 2 City of Anaheim N/S: Manchester Avenue E/W: Quality Inn North Driveway Weather: Clear Manchester Avenue N o r t h D r i v e w a y Manchester Avenue Right 2 Thru 158 InOut Total 265 160 425 Left 7 Thru 257 Out TotalIn 160 264 424 Le f t 8 Ri g h t 2 To t a l Ou t In 9 10 19 Peak Hour Begins at 05:00 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 04:45 PM +0 mins.42 0 42 2 75 77 1 2 3 +15 mins.32 2 34 2 62 64 2 0 2 +30 mins.47 0 47 2 64 66 1 1 2 +45 mins.37 0 37 1 56 57 3 1 4 Total Volume 158 2 160 7 257 264 7 4 11 % App. Total 98.8 1.2 2.7 97.3 63.6 36.4 PHF .840 .250 .851 .875 .857 .857 .583 .500 .688 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAMASDWAM Site Code : 04217098 Start Date : 2/16/2017 Page No : 1 City of Anaheim N/S: Manchester Avenue E/W: Quality Inn South Driveway Weather: Clear Groups Printed- Total Volume Manchester Avenue Southbound Manchester Avenue Northbound South Driveway Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 42 0 42 0 14 14 0 0 0 56 07:15 AM 58 0 58 0 11 11 0 1 1 70 07:30 AM 50 0 50 0 10 10 1 1 2 62 07:45 AM 45 0 45 0 21 21 0 0 0 66 Total 195 0 195 0 56 56 1 2 3 254 08:00 AM 48 0 48 0 23 23 2 0 2 73 08:15 AM 56 0 56 0 26 26 1 1 2 84 08:30 AM 53 0 53 0 22 22 1 0 1 76 08:45 AM 63 0 63 0 12 12 1 0 1 76 Total 220 0 220 0 83 83 5 1 6 309 Grand Total 415 0 415 0 139 139 6 3 9 563 Apprch %100 0 0 100 66.7 33.3 Total %73.7 0 73.7 0 24.7 24.7 1.1 0.5 1.6 Manchester Avenue Southbound Manchester Avenue Northbound South Driveway Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 48 0 48 0 23 23 2 0 2 73 08:15 AM 56 0 56 0 26 26 1 1 2 84 08:30 AM 53 0 53 0 22 22 1 0 1 76 08:45 AM 63 0 63 0 12 12 1 0 1 76 Total Volume 220 0 220 0 83 83 5 1 6 309 % App. Total 100 0 0 100 83.3 16.7 PHF .873 .000 .873 .000 .798 .798 .625 .250 .750 .920 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAMASDWAM Site Code : 04217098 Start Date : 2/16/2017 Page No : 2 City of Anaheim N/S: Manchester Avenue E/W: Quality Inn South Driveway Weather: Clear Manchester Avenue S o u t h D r i v e w a y Manchester Avenue Right 0 Thru 220 InOut Total 88 220 308 Left 0 Thru 83 Out TotalIn 221 83 304 Le f t 5 Ri g h t 1 To t a l Ou t In 0 6 6 Peak Hour Begins at 08:00 AM Total Volume Peak Hour Data North Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 08:00 AM 07:45 AM 07:30 AM +0 mins.48 0 48 0 21 21 1 1 2 +15 mins.56 0 56 0 23 23 0 0 0 +30 mins.53 0 53 0 26 26 2 0 2 +45 mins.63 0 63 0 22 22 1 1 2 Total Volume 220 0 220 0 92 92 4 2 6 % App. Total 100 0 0 100 66.7 33.3 PHF .873 .000 .873 .000 .885 .885 .500 .500 .750 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAMASDWPM Site Code : 04217098 Start Date : 2/16/2017 Page No : 1 City of Anaheim N/S: Manchester Avenue E/W: Quality Inn South Driveway Weather: Clear Groups Printed- Total Volume Manchester Avenue Southbound Manchester Avenue Northbound South Driveway Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 31 0 31 0 39 39 0 1 1 71 04:15 PM 42 0 42 0 30 30 0 0 0 72 04:30 PM 35 0 35 0 47 47 1 2 3 85 04:45 PM 22 0 22 0 55 55 1 2 3 80 Total 130 0 130 0 171 171 2 5 7 308 05:00 PM 42 0 42 0 74 74 4 4 8 124 05:15 PM 34 0 34 0 64 64 2 2 4 102 05:30 PM 49 0 49 0 64 64 0 2 2 115 05:45 PM 33 0 33 0 58 58 1 1 2 93 Total 158 0 158 0 260 260 7 9 16 434 Grand Total 288 0 288 0 431 431 9 14 23 742 Apprch %100 0 0 100 39.1 60.9 Total %38.8 0 38.8 0 58.1 58.1 1.2 1.9 3.1 Manchester Avenue Southbound Manchester Avenue Northbound South Driveway Eastbound Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:00 PM 05:00 PM 42 0 42 0 74 74 4 4 8 124 05:15 PM 34 0 34 0 64 64 2 2 4 102 05:30 PM 49 0 49 0 64 64 0 2 2 115 05:45 PM 33 0 33 0 58 58 1 1 2 93 Total Volume 158 0 158 0 260 260 7 9 16 434 % App. Total 100 0 0 100 43.8 56.2 PHF .806 .000 .806 .000 .878 .878 .438 .563 .500 .875 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 File Name : ANAMASDWPM Site Code : 04217098 Start Date : 2/16/2017 Page No : 2 City of Anaheim N/S: Manchester Avenue E/W: Quality Inn South Driveway Weather: Clear Manchester Avenue S o u t h D r i v e w a y Manchester Avenue Right 0 Thru 158 InOut Total 267 158 425 Left 0 Thru 260 Out TotalIn 167 260 427 Le f t 7 Ri g h t 9 To t a l Ou t In 0 16 16 Peak Hour Begins at 05:00 PM Total Volume Peak Hour Data North Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at: 05:00 PM 05:00 PM 04:30 PM +0 mins.42 0 42 0 74 74 1 2 3 +15 mins.34 0 34 0 64 64 1 2 3 +30 mins.49 0 49 0 64 64 4 4 8 +45 mins.33 0 33 0 58 58 2 2 4 Total Volume 158 0 158 0 260 260 8 10 18 % App. Total 100 0 0 100 44.4 55.6 PHF .806 .000 .806 .000 .878 .878 .500 .625 .563 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 (951) 268-6268 Page 1 City of Anaheim Harbor Boulevard S/ Interstate 5 Southbound Ramps 24 Hour Directional Volume Count ANA001 Site Code: 042-17098 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: 951-268-6268 email: counts@countsunlimited.com Start 2/16/2017 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 96 238 56 164 12:15 53 185 40 179 12:30 57 209 43 177 12:45 46 230 252 862 30 167 169 687 421 1549 01:00 52 189 28 181 01:15 36 218 28 172 01:30 25 195 33 178 01:45 33 228 146 830 23 195 112 726 258 1556 02:00 28 267 19 173 02:15 29 222 26 176 02:30 28 211 22 208 02:45 25 219 110 919 15 203 82 760 192 1679 03:00 12 239 20 194 03:15 19 226 16 220 03:30 15 264 23 203 03:45 20 224 66 953 27 239 86 856 152 1809 04:00 18 291 46 236 04:15 26 283 44 211 04:30 57 325 84 253 04:45 41 338 142 1237 63 247 237 947 379 2184 05:00 32 350 64 259 05:15 57 358 110 237 05:30 68 333 91 245 05:45 80 315 237 1356 123 223 388 964 625 2320 06:00 98 287 127 214 06:15 88 271 138 205 06:30 92 283 227 192 06:45 129 221 407 1062 204 170 696 781 1103 1843 07:00 155 263 231 171 07:15 166 216 260 170 07:30 145 236 248 181 07:45 169 180 635 895 264 184 1003 706 1638 1601 08:00 167 227 258 175 08:15 199 200 274 186 08:30 236 203 227 191 08:45 152 217 754 847 268 177 1027 729 1781 1576 09:00 195 255 252 195 09:15 207 294 248 210 09:30 254 266 251 163 09:45 211 267 867 1082 289 169 1040 737 1907 1819 10:00 251 242 271 160 10:15 212 211 226 137 10:30 235 162 266 140 10:45 231 142 929 757 252 115 1015 552 1944 1309 11:00 234 152 205 99 11:15 163 125 219 84 11:30 219 123 201 74 11:45 214 88 830 488 189 88 814 345 1644 833 Total 5375 11288 5375 11288 6669 8790 6669 8790 12044 20078 Combined Total 16663 16663 15459 15459 32122 AM Peak -10:00 ---09:15 ----- Vol.-929 ---1059 ----- P.H.F. 0.925 0.916 PM Peak --04:45 ---04:30 ---- Vol.--1379 ---996 ---- P.H.F. 0.963 0.961 Percentag e 32.3%67.7% 43.1%56.9% ADT/AADT ADT 32,122 AADT 32,122 Page 1 City of Anaheim Manchester Avenue E/ Harbor Boulevard 24 Hour Directional Volume Count ANA002 Site Code: 042-17098 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: 951-268-6268 email: counts@countsunlimited.com Start 2/16/2017 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 4 39 19 26 12:15 2 45 5 22 12:30 4 45 5 32 12:45 4 32 14 161 3 28 32 108 46 269 01:00 7 32 4 35 01:15 2 35 0 27 01:30 4 34 2 35 01:45 2 29 15 130 7 29 13 126 28 256 02:00 3 30 0 33 02:15 2 27 2 31 02:30 2 40 1 33 02:45 2 40 9 137 2 26 5 123 14 260 03:00 3 30 2 43 03:15 1 31 4 31 03:30 3 34 2 48 03:45 2 42 9 137 1 36 9 158 18 295 04:00 3 40 2 48 04:15 4 43 2 35 04:30 4 41 5 53 04:45 6 36 17 160 6 58 15 194 32 354 05:00 13 50 5 91 05:15 8 47 13 74 05:30 14 52 13 77 05:45 29 42 64 191 11 67 42 309 106 500 06:00 23 29 16 57 06:15 41 36 13 44 06:30 61 39 14 44 06:45 84 22 209 126 12 30 55 175 264 301 07:00 50 30 16 33 07:15 74 26 22 32 07:30 59 31 14 22 07:45 70 38 253 125 28 23 80 110 333 235 08:00 60 29 30 20 08:15 70 31 28 28 08:30 69 37 38 30 08:45 71 31 270 128 18 29 114 107 384 235 09:00 65 23 29 39 09:15 50 44 33 52 09:30 40 23 28 39 09:45 56 37 211 127 32 31 122 161 333 288 10:00 46 27 31 40 10:15 34 21 41 29 10:30 48 21 40 35 10:45 40 24 168 93 29 23 141 127 309 220 11:00 52 32 40 21 11:15 41 29 36 22 11:30 43 17 41 19 11:45 41 11 177 89 25 11 142 73 319 162 Total 1416 1604 1416 1604 770 1771 770 1771 2186 3375 Combined Total 3020 3020 2541 2541 5561 AM Peak -08:15 ---10:15 ----- Vol.-275 ---150 ----- P.H.F. 0.968 0.915 PM Peak --05:00 ---05:00 ---- Vol.--191 ---309 ---- P.H.F. 0.918 0.849 Percentag e 46.9%53.1% 30.3%69.7% ADT/AADT ADT 5,561 AADT 5,561 Page 1 City of Anaheim Manchester Avenue S/ Quality Inn & Suites South Driveway 24 Hour Directional Volume Count ANA003 Site Code: 042-17098 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: 951-268-6268 email: counts@countsunlimited.com Start 2/16/2017 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 11 18 5 31 12:15 3 13 2 41 12:30 1 23 1 40 12:45 1 25 16 79 4 35 12 147 28 226 01:00 1 18 5 24 01:15 0 15 2 27 01:30 1 20 4 26 01:45 3 17 5 70 1 24 12 101 17 171 02:00 2 31 3 31 02:15 0 24 2 21 02:30 1 27 3 31 02:45 1 20 4 102 1 28 9 111 13 213 03:00 0 37 3 25 03:15 1 22 1 31 03:30 1 44 1 27 03:45 1 29 3 132 2 38 7 121 10 253 04:00 1 29 2 31 04:15 1 26 5 42 04:30 2 44 3 37 04:45 4 54 8 153 3 25 13 135 21 288 05:00 1 80 11 46 05:15 10 62 7 41 05:30 16 75 17 45 05:45 13 57 40 274 28 37 63 169 103 443 06:00 15 53 18 34 06:15 16 29 37 29 06:30 30 35 63 32 06:45 29 19 90 136 74 22 192 117 282 253 07:00 18 27 41 22 07:15 11 18 59 25 07:30 11 22 51 22 07:45 21 14 61 81 47 25 198 94 259 175 08:00 30 12 46 14 08:15 26 20 60 18 08:30 21 15 56 19 08:45 12 17 89 64 67 17 229 68 318 132 09:00 20 22 56 16 09:15 33 41 35 32 09:30 17 31 36 23 09:45 21 17 91 111 55 24 182 95 273 206 10:00 25 35 37 20 10:15 38 18 37 12 10:30 25 31 37 21 10:45 22 14 110 98 32 18 143 71 253 169 11:00 26 10 34 14 11:15 19 7 33 18 11:30 33 12 31 12 11:45 21 4 99 33 32 5 130 49 229 82 Total 616 1333 616 1333 1190 1278 1190 1278 1806 2611 Combined Total 1949 1949 2468 2468 4417 AM Peak -10:15 ---08:15 ----- Vol.-111 ---239 ----- P.H.F. 0.730 0.807 PM Peak --05:00 ---05:00 ---- Vol.--274 ---169 ---- P.H.F. 0.856 0.918 Percentag e 31.6%68.4% 48.2%51.8% ADT/AADT ADT 4,417 AADT 4,417 Page 1 City of Anaheim Disney Way E/ Clementine Street 24 Hour Directional Volume Count ANA004 Site Code: 042-17098 Counts Unlimited, Inc. PO Box 1178 Corona, CA 92878 Phone: 951-268-6268 email: counts@countsunlimited.com Start 2/16/2017 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Thu Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 23 42 1 68 12:15 12 68 2 76 12:30 12 50 0 69 12:45 10 50 57 210 2 61 5 274 62 484 01:00 10 45 2 52 01:15 10 57 0 33 01:30 7 57 0 60 01:45 7 55 34 214 0 57 2 202 36 416 02:00 5 48 0 73 02:15 4 46 0 61 02:30 4 66 0 84 02:45 6 69 19 229 0 60 0 278 19 507 03:00 7 82 0 75 03:15 1 105 0 63 03:30 1 85 1 89 03:45 3 72 12 344 0 94 1 321 13 665 04:00 1 74 0 67 04:15 4 92 1 64 04:30 5 100 2 84 04:45 7 84 17 350 0 80 3 295 20 645 05:00 9 103 0 65 05:15 14 105 1 41 05:30 8 108 4 49 05:45 22 73 53 389 6 34 11 189 64 578 06:00 14 102 3 36 06:15 14 81 4 23 06:30 27 77 5 20 06:45 18 78 73 338 6 18 18 97 91 435 07:00 44 70 8 20 07:15 44 67 10 18 07:30 28 70 10 18 07:45 39 81 155 288 13 14 41 70 196 358 08:00 51 61 22 24 08:15 34 66 29 15 08:30 53 74 47 14 08:45 51 76 189 277 51 11 149 64 338 341 09:00 48 93 51 12 09:15 45 108 47 9 09:30 51 106 29 11 09:45 44 107 188 414 59 8 186 40 374 454 10:00 36 82 56 9 10:15 46 55 96 10 10:30 49 39 92 10 10:45 43 42 174 218 107 8 351 37 525 255 11:00 50 55 88 6 11:15 44 32 76 6 11:30 53 32 91 4 11:45 55 31 202 150 88 1 343 17 545 167 Total 1173 3421 1173 3421 1110 1884 1110 1884 2283 5305 Combined Total 4594 4594 2994 2994 7588 AM Peak -11:00 ---10:15 ----- Vol.-202 ---383 ----- P.H.F. 0.918 0.895 PM Peak --09:00 ---03:00 ---- Vol.--414 ---321 ---- P.H.F. 0.958 0.854 Percentag e 25.5%74.5% 37.1%62.9% ADT/AADT ADT 7,588 AADT 7,588   City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  APPENDIX B – ICU ANALYSIS WORKSHEETS     PROJECT: Quality Inn SCENARIO: Existing INTERSECTION: 153 Harbor Blvd / I-5 NB Ramps AM PEAK HOUR MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 0.0 0 * 0 NBT 3.0 5,100 635 0.12 5,100 1,177 0.23 * NBR Free 247 444 SBL 1.0 1,700 21 0.01 1,700 48 0.03 * SBT 4.0 6,800 1,511 0.22 * 6,800 1,401 0.21 SBR 0.0 0 0 EBL 0.0 0 0 EBT 0.0 0 0.00 * 0 0.00 * EBR 0.0 0 0 WBL 1.5 1,700 53 0.03 * 1,700 34 0.02 * WBT 0.0 0 0.00 0 0.00 WBR 1.5 3,400 818 0.24 * 3,400 701 0.21 * N/S Movements 0.22 0.26 E/W Movements 0.03 0.02 Rt. Turn Component 0.23 0.18 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.53 0.51 LEVEL OF SERVICE (LOS) A A PM PEAK HOUR PROJECT: Quality Inn SCENARIO: Existing INTERSECTION: 154 Harbor Blvd / I-5 SB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 43 0.03 * 1,700 68 0.04 NBT 4.0 6,800 746 0.11 6,800 1,377 0.20 * NBR 0.0 0 0 SBL 0.0 0 0 * SBT 3.0 5,100 805 0.12 * 5,100 755 0.11 SBR Free 640 709 EBL 2.0 3,400 210 0.06 * 3,400 247 0.07 * EBT 0.0 0 0.00 0 0.00 EBR Free 288 307 WBL 0.0 0 0 WBT 0.0 0 0.00 * 0 0.00 * WBR 0.0 0 0 N/S Movements 0.14 0.20 E/W Movements 0.06 0.07 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.26 0.33 LEVEL OF SERVICE (LOS) A A AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: Existing INTERSECTION: 155 Harbor Blvd / Manchester Ave MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 76 0.04 1,700 106 0.06 NBT 3.0 5,100 712 0.15 * 5,100 1,220 0.26 * NBR 0.0 61 88 SBL 1.0 1,700 213 0.13 * 1,700 94 0.06 * SBT 4.0 6,800 878 0.13 6,800 947 0.14 SBR 0.0 0 0 EBL 0.0 0 0 EBT 0.0 0 0.00 * 0 0.00 * EBR 0.0 0 0 WBL 1.0 1,700 30 0.02 * 1,700 45 0.03 * WBT 0.0 0 0.00 0 0.00 WBR 2.0 3,400 85 0.03 3,400 244 0.07 N/S Movements 0.28 0.31 E/W Movements 0.02 0.03 Rt. Turn Component 0.00 0.02 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.34 0.40 LEVEL OF SERVICE (LOS) A A AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: Existing INTERSECTION: 195 Anaheim Blvd / Manchester Ave / I-5 SB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 2.0 3,400 29 0.01 3,400 46 0.01 NBT 3.0 5,100 737 0.15 * 5,100 900 0.18 * NBR 0.0 12 12 SBL 2.0 3,400 501 0.15 * 3,400 537 0.16 * SBT 3.0 5,100 625 0.15 5,100 733 0.16 SBR 0.0 121 84 EBL 2.0 3,400 296 0.09 * 3,400 349 0.10 * EBT 4.0 6,800 80 0.03 6,800 226 0.06 EBR 0.0 98 186 WBL 0.0 0 0 WBT 3.0 5,100 126 0.02 * 5,100 308 0.06 * WBR 0.0 0 0 N/S Movements 0.29 0.34 E/W Movements 0.11 0.16 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.46 0.55 LEVEL OF SERVICE (LOS) A A AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: Existing Plus Project INTERSECTION: 153 Harbor Blvd / I-5 NB Ramps AM PEAK HOUR MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 0.0 0 * 0 NBT 3.0 5,100 637 0.12 5,100 1,179 0.23 * NBR Free 251 449 SBL 1.0 1,700 21 0.01 1,700 48 0.03 * SBT 4.0 6,800 1,512 0.22 * 6,800 1,401 0.21 SBR 0.0 0 0 EBL 0.0 0 0 EBT 0.0 0 0.00 * 0 0.00 * EBR 0.0 0 0 WBL 1.5 1,700 54 0.03 * 1,700 34 0.02 * WBT 0.0 0 0.00 0 0.00 WBR 1.5 3,400 818 0.24 * 3,400 701 0.21 * N/S Movements 0.22 0.26 E/W Movements 0.03 0.02 Rt. Turn Component 0.23 0.18 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.53 0.51 LEVEL OF SERVICE (LOS) A A PM PEAK HOUR PROJECT: Quality Inn SCENARIO: Existing Plus Project INTERSECTION: 154 Harbor Blvd / I-5 SB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 43 0.03 * 1,700 68 0.04 NBT 4.0 6,800 752 0.11 6,800 1,384 0.20 * NBR 0.0 0 0 SBL 0.0 0 0 * SBT 3.0 5,100 807 0.12 * 5,100 756 0.11 SBR Free 640 709 EBL 2.0 3,400 210 0.06 * 3,400 247 0.07 * EBT 0.0 0 0.00 0 0.00 EBR Free 294 309 WBL 0.0 0 0 WBT 0.0 0 0.00 * 0 0.00 * WBR 0.0 0 0 N/S Movements 0.14 0.20 E/W Movements 0.06 0.07 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.26 0.33 LEVEL OF SERVICE (LOS) A A AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: Existing Plus Project INTERSECTION: 155 Harbor Blvd / Manchester Ave MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 76 0.04 1,700 106 0.06 NBT 3.0 5,100 712 0.15 * 5,100 1,220 0.26 * NBR 0.0 62 89 SBL 1.0 1,700 221 0.13 * 1,700 96 0.06 * SBT 4.0 6,800 878 0.13 6,800 947 0.14 SBR 0.0 0 0 EBL 0.0 0 0 EBT 0.0 0 0.00 * 0 0.00 * EBR 0.0 0 0 WBL 1.0 1,700 32 0.02 * 1,700 45 0.03 * WBT 0.0 0 0.00 0 0.00 WBR 2.0 3,400 91 0.03 3,400 251 0.07 N/S Movements 0.28 0.31 E/W Movements 0.02 0.03 Rt. Turn Component 0.00 0.02 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.35 0.41 LEVEL OF SERVICE (LOS) A A AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: Existing Plus Project INTERSECTION: 195 Anaheim Blvd / Manchester Ave / I-5 SB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 2.0 3,400 30 0.01 3,400 47 0.01 NBT 3.0 5,100 737 0.15 * 5,100 900 0.18 * NBR 0.0 12 12 SBL 2.0 3,400 501 0.15 * 3,400 537 0.16 * SBT 3.0 5,100 625 0.15 5,100 733 0.16 SBR 0.0 122 86 EBL 2.0 3,400 297 0.09 * 3,400 350 0.10 * EBT 4.0 6,800 85 0.03 6,800 230 0.06 EBR 0.0 99 187 WBL 0.0 0 0 WBT 3.0 5,100 133 0.03 * 5,100 317 0.06 * WBR 0.0 0 0 N/S Movements 0.29 0.34 E/W Movements 0.11 0.17 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.46 0.55 LEVEL OF SERVICE (LOS) A A AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2018 Opening Year INTERSECTION: 153 Harbor Blvd / I-5 NB Ramps AM PEAK HOUR MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 0.0 0 * 0 NBT 3.0 5,100 680 0.13 5,100 1,236 0.24 * NBR Free 254 487 SBL 1.0 1,700 21 0.01 1,700 48 0.03 * SBT 4.0 6,800 1,541 0.23 * 6,800 1,435 0.21 SBR 0.0 0 0 EBL 0.0 0 0 EBT 0.0 0 0.00 * 0 0.00 * EBR 0.0 0 0 WBL 1.5 1,700 58 0.03 * 1,700 38 0.02 * WBT 0.0 0 0.00 0 0.00 WBR 1.5 3,400 837 0.25 * 3,400 716 0.21 * N/S Movements 0.23 0.27 E/W Movements 0.03 0.02 Rt. Turn Component 0.23 0.18 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.54 0.53 LEVEL OF SERVICE (LOS) A A PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2018 Opening Year INTERSECTION: 154 Harbor Blvd / I-5 SB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 43 0.03 * 1,700 69 0.04 NBT 4.0 6,800 796 0.12 6,800 1,476 0.22 * NBR 0.0 0 0 SBL 0.0 0 0 * SBT 3.0 5,100 833 0.12 * 5,100 785 0.12 SBR Free 646 716 EBL 2.0 3,400 212 0.06 * 3,400 249 0.07 * EBT 0.0 0 0.00 0 0.00 EBR Free 323 336 WBL 0.0 0 0 WBT 0.0 0 0.00 * 0 0.00 * WBR 0.0 0 0 N/S Movements 0.15 0.22 E/W Movements 0.06 0.07 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.26 0.34 LEVEL OF SERVICE (LOS) A A AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2018 Opening Year INTERSECTION: 155 Harbor Blvd / Manchester Ave MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 77 0.05 1,700 107 0.06 NBT 3.0 5,100 744 0.16 * 5,100 1,291 0.27 * NBR 0.0 62 89 SBL 1.0 1,700 217 0.13 * 1,700 97 0.06 * SBT 4.0 6,800 925 0.14 6,800 992 0.15 SBR 0.0 0 0 EBL 0.0 0 0 EBT 0.0 0 0.00 * 0 0.00 * EBR 0.0 0 0 WBL 1.0 1,700 30 0.02 * 1,700 45 0.03 * WBT 0.0 0 0.00 0 0.00 WBR 2.0 3,400 107 0.03 3,400 293 0.09 * N/S Movements 0.29 0.33 E/W Movements 0.02 0.03 Rt. Turn Component 0.00 0.03 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.35 0.43 LEVEL OF SERVICE (LOS) A A AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2018 Opening Year INTERSECTION: 195 Anaheim Blvd / Manchester Ave / I-5 SB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 2.0 3,400 64 0.02 3,400 65 0.02 NBT 3.0 5,100 759 0.15 * 5,100 923 0.18 * NBR 0.0 12 12 SBL 2.0 3,400 519 0.15 * 3,400 542 0.16 * SBT 3.0 5,100 638 0.15 5,100 749 0.17 SBR 0.0 134 96 EBL 2.0 3,400 306 0.09 * 3,400 369 0.11 * EBT 4.0 6,800 165 0.04 6,800 388 0.09 EBR 0.0 100 191 WBL 0.0 0 0 WBT 3.0 5,100 127 0.02 * 5,100 311 0.06 * WBR 0.0 0 0 N/S Movements 0.30 0.34 E/W Movements 0.11 0.17 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.47 0.56 LEVEL OF SERVICE (LOS) A A AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2018 Opening Year Plus Project INTERSECTION: 153 Harbor Blvd / I-5 NB Ramps AM PEAK HOUR MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 0.0 0 * 0 NBT 3.0 5,100 682 0.13 5,100 1,238 0.24 * NBR Free 258 492 SBL 1.0 1,700 21 0.01 1,700 48 0.03 * SBT 4.0 6,800 1,542 0.23 * 6,800 1,435 0.21 SBR 0.0 0 0 EBL 0.0 0 0 EBT 0.0 0 0.00 * 0 0.00 * EBR 0.0 0 0 WBL 1.5 1,700 59 0.03 * 1,700 38 0.02 * WBT 0.0 0 0.00 0 0.00 WBR 1.5 3,400 837 0.25 * 3,400 716 0.21 * N/S Movements 0.23 0.27 E/W Movements 0.03 0.02 Rt. Turn Component 0.23 0.18 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.55 0.53 LEVEL OF SERVICE (LOS) A A PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2018 Opening Year Plus Project INTERSECTION: 154 Harbor Blvd / I-5 SB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 43 0.03 * 1,700 69 0.04 NBT 4.0 6,800 802 0.12 6,800 1,483 0.22 * NBR 0.0 0 0 SBL 0.0 0 0 * SBT 3.0 5,100 835 0.12 * 5,100 786 0.12 SBR Free 646 716 EBL 2.0 3,400 212 0.06 * 3,400 249 0.07 * EBT 0.0 0 0.00 0 0.00 EBR Free 329 338 WBL 0.0 0 0 WBT 0.0 0 0.00 * 0 0.00 * WBR 0.0 0 0 N/S Movements 0.15 0.22 E/W Movements 0.06 0.07 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.26 0.34 LEVEL OF SERVICE (LOS) A A AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2018 Opening Year Plus Project INTERSECTION: 155 Harbor Blvd / Manchester Ave MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 77 0.05 1,700 107 0.06 NBT 3.0 5,100 744 0.16 * 5,100 1,291 0.27 * NBR 0.0 63 90 SBL 1.0 1,700 225 0.13 * 1,700 99 0.06 * SBT 4.0 6,800 925 0.14 6,800 992 0.15 SBR 0.0 0 0 EBL 0.0 0 0 EBT 0.0 0 0.00 * 0 0.00 * EBR 0.0 0 0 WBL 1.0 1,700 32 0.02 * 1,700 45 0.03 * WBT 0.0 0 0.00 0 0.00 WBR 2.0 3,400 113 0.03 3,400 300 0.09 * N/S Movements 0.29 0.33 E/W Movements 0.02 0.03 Rt. Turn Component 0.00 0.03 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.36 0.44 LEVEL OF SERVICE (LOS) A A AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2018 Opening Year Plus Project INTERSECTION: 195 Anaheim Blvd / Manchester Ave / I-5 SB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 2.0 3,400 65 0.02 3,400 66 0.02 NBT 3.0 5,100 759 0.15 * 5,100 923 0.18 * NBR 0.0 12 12 SBL 2.0 3,400 519 0.15 * 3,400 542 0.16 * SBT 3.0 5,100 638 0.15 5,100 749 0.17 SBR 0.0 135 98 EBL 2.0 3,400 307 0.09 * 3,400 370 0.11 * EBT 4.0 6,800 170 0.04 6,800 392 0.09 EBR 0.0 101 192 WBL 0.0 0 0 WBT 3.0 5,100 134 0.03 * 5,100 320 0.06 * WBR 0.0 0 0 N/S Movements 0.30 0.34 E/W Movements 0.12 0.17 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.47 0.56 LEVEL OF SERVICE (LOS) A A AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2035 General Plan Build Out Year INTERSECTION: 153 Harbor Blvd / I-5 NB Ramps AM PEAK HOUR MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 0.0 0 * 0 NBT 3.0 5,100 806 0.16 5,100 2,064 0.40 * NBR Free 314 564 SBL 1.0 1,700 27 0.02 1,700 61 0.04 * SBT 4.0 6,800 2,373 0.35 * 6,800 1,749 0.26 SBR 0.0 0 0 EBL 0.0 0 0 EBT 0.0 0 0.00 * 0 0.00 * EBR 0.0 0 0 WBL 1.5 1,700 67 0.04 * 1,700 43 0.03 * WBT 0.0 0 0.00 0 0.00 WBR 1.5 3,400 1,308 0.38 * 3,400 1,438 0.42 * N/S Movements 0.35 0.44 E/W Movements 0.04 0.03 Rt. Turn Component 0.37 0.39 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.81 0.90 LEVEL OF SERVICE (LOS) D D PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2035 General Plan Build Out Year INTERSECTION: 154 Harbor Blvd / I-5 SB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 55 0.03 * 1,700 86 0.05 NBT 4.0 6,800 947 0.14 6,800 2,127 0.31 * NBR 0.0 0 0 SBL 0.0 0 0 * SBT 3.0 5,100 1,848 0.27 * 5,100 1,146 0.17 SBR Free 745 803 EBL 2.0 3,400 226 0.07 * 3,400 268 0.08 * EBT 0.0 0 0.00 0 0.00 EBR Free 456 321 WBL 0.0 0 0 WBT 0.0 0 0.00 * 0 0.00 * WBR 0.0 0 0 N/S Movements 0.30 0.31 E/W Movements 0.07 0.08 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.42 0.44 LEVEL OF SERVICE (LOS) A A AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2035 General Plan Build Out Year INTERSECTION: 155 Harbor Blvd / Manchester Ave MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 97 0.06 1,700 135 0.08 NBT 3.0 5,100 704 0.15 * 5,100 1,549 0.33 * NBR 0.0 72 148 SBL 1.0 1,700 1,098 0.65 * 1,700 577 0.34 * SBT 4.0 6,800 1,203 0.18 6,800 1,203 0.18 SBR 0.0 0 0 EBL 0.0 0 0 EBT 0.0 0 0.00 * 0 0.00 * EBR 0.0 0 0 WBL 1.0 1,700 34 0.02 * 1,700 62 0.04 * WBT 0.0 0 0.00 0 0.00 WBR 2.0 3,400 558 0.16 3,400 1,100 0.32 N/S Movements 0.80 0.67 E/W Movements 0.02 0.04 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.87 0.76 LEVEL OF SERVICE (LOS) D C AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2035 General Plan Build Out Year INTERSECTION: 195 Anaheim Blvd / Manchester Ave / I-5 SB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 2.0 3,400 87 0.03 3,400 254 0.07 NBT 3.0 5,100 821 0.16 * 5,100 1,254 0.25 * NBR 0.0 15 15 SBL 2.0 3,400 526 0.15 * 3,400 682 0.20 * SBT 3.0 5,100 1,072 0.26 5,100 782 0.19 SBR 0.0 258 184 EBL 2.0 3,400 300 0.09 * 3,400 695 0.20 * EBT 4.0 6,800 871 0.18 6,800 918 0.17 EBR 0.0 325 236 WBL 0.0 0 0 WBT 3.0 5,100 514 0.10 * 5,100 816 0.16 * WBR 0.0 0 0 N/S Movements 0.32 0.45 E/W Movements 0.19 0.36 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.56 0.86 LEVEL OF SERVICE (LOS) A D AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2035 General Plan Build Out Year Plus Project INTERSECTION: 153 Harbor Blvd / I-5 NB Ramps AM PEAK HOUR MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 0.0 0 * 0 NBT 3.0 5,100 808 0.16 5,100 2,066 0.41 * NBR Free 318 569 SBL 1.0 1,700 27 0.02 1,700 61 0.04 * SBT 4.0 6,800 2,374 0.35 * 6,800 1,749 0.26 SBR 0.0 0 0 EBL 0.0 0 0 EBT 0.0 0 0.00 * 0 0.00 * EBR 0.0 0 0 WBL 1.5 1,700 68 0.04 * 1,700 43 0.03 * WBT 0.0 0 0.00 0 0.00 WBR 1.5 3,400 1,308 0.38 * 3,400 1,438 0.42 * N/S Movements 0.35 0.44 E/W Movements 0.04 0.03 Rt. Turn Component 0.37 0.39 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.81 0.90 LEVEL OF SERVICE (LOS) D D PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2035 General Plan Build Out Year Plus Project INTERSECTION: 154 Harbor Blvd / I-5 SB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 55 0.03 * 1,700 86 0.05 NBT 4.0 6,800 953 0.14 6,800 2,134 0.31 * NBR 0.0 0 0 SBL 0.0 0 0 * SBT 3.0 5,100 1,850 0.27 * 5,100 1,147 0.17 SBR Free 745 803 EBL 2.0 3,400 226 0.07 * 3,400 268 0.08 * EBT 0.0 0 0.00 0 0.00 EBR Free 462 323 WBL 0.0 0 0 WBT 0.0 0 0.00 * 0 0.00 * WBR 0.0 0 0 N/S Movements 0.30 0.31 E/W Movements 0.07 0.08 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.42 0.44 LEVEL OF SERVICE (LOS) A A AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2035 General Plan Build Out Year Plus Project INTERSECTION: 155 Harbor Blvd / Manchester Ave MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 1.0 1,700 97 0.06 1,700 135 0.08 NBT 3.0 5,100 704 0.15 * 5,100 1,549 0.33 * NBR 0.0 73 149 SBL 1.0 1,700 1,106 0.65 * 1,700 579 0.34 * SBT 4.0 6,800 1,203 0.18 6,800 1,203 0.18 SBR 0.0 0 0 EBL 0.0 0 0 EBT 0.0 0 0.00 * 0 0.00 * EBR 0.0 0 0 WBL 1.0 1,700 36 0.02 * 1,700 62 0.04 * WBT 0.0 0 0.00 0 0.00 WBR 2.0 3,400 564 0.17 3,400 1,107 0.33 N/S Movements 0.80 0.67 E/W Movements 0.02 0.04 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.87 0.76 LEVEL OF SERVICE (LOS) D C AM PEAK HOUR PM PEAK HOUR PROJECT: Quality Inn SCENARIO: 2035 General Plan Build Out Year Plus Project INTERSECTION: 195 Anaheim Blvd / Manchester Ave / I-5 SB Ramps MOVEMENT LANES CAPACITY VOLUME V/C CAPACITY VOLUME V/C NBL 2.0 3,400 88 0.03 3,400 255 0.08 NBT 3.0 5,100 821 0.16 * 5,100 1,254 0.25 * NBR 0.0 15 15 SBL 2.0 3,400 526 0.15 * 3,400 682 0.20 * SBT 3.0 5,100 1,072 0.26 5,100 782 0.19 SBR 0.0 259 186 EBL 2.0 3,400 301 0.09 * 3,400 696 0.20 * EBT 4.0 6,800 876 0.18 6,800 922 0.17 EBR 0.0 326 237 WBL 0.0 0 0 WBT 3.0 5,100 521 0.10 * 5,100 825 0.16 * WBR 0.0 0 0 N/S Movements 0.32 0.45 E/W Movements 0.19 0.37 Rt. Turn Component 0.00 0.00 Yellow Clearance 0.05 0.05 TOTAL CAPACITY UTILIZATION 0.56 0.87 LEVEL OF SERVICE (LOS) A D AM PEAK HOUR PM PEAK HOUR   City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  APPENDIX C – HCM ANALYSIS WORKSHEETS     HCM 2010 Signalized Intersection Summary 1: Harbor Blvd & I-5 NB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing AM - Synchro 9 Report Iteris Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 53 818 635 247 21 1511 Future Volume (veh/h) 53 818 635 247 21 1511 Number 3 18 2 12 1 6 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 56 870 683 0 22 1558 Adj No. of Lanes 123114 Peak Hour Factor 0.94 0.94 0.93 0.93 0.97 0.97 Percent Heavy Veh, %000000 Cap, veh/h 451 805 2500 758 88 3718 Arrive On Green 0.28 0.28 1.00 0.00 0.05 0.64 Sat Flow, veh/h 1619 2890 4794 1445 1619 6086 Grp Volume(v), veh/h 56 870 683 0 22 1558 Grp Sat Flow(s),veh/h/ln 1619 1445 1547 1445 1619 1462 Q Serve(g_s), s 1.8 19.5 0.0 0.0 0.9 9.3 Cycle Q Clear(g_c), s 1.8 19.5 0.0 0.0 0.9 9.3 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 451 805 2500 758 88 3718 V/C Ratio(X) 0.12 1.08 0.27 0.00 0.25 0.42 Avail Cap(c_a), veh/h 451 805 2500 758 409 3718 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.98 0.00 1.00 1.00 Uniform Delay (d), s/veh 18.9 25.2 0.0 0.0 31.7 6.3 Incr Delay (d2), s/veh 0.0 55.8 0.3 0.0 0.6 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 14.0 0.1 0.0 0.4 3.8 LnGrp Delay(d),s/veh 18.9 81.0 0.3 0.0 32.3 6.7 LnGrp LOS B F A C A Approach Vol, veh/h 926 683 1580 Approach Delay, s/veh 77.3 0.3 7.0 Approach LOS E A A Timer 12345678 Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.8 40.7 47.5 22.5 Change Period (Y+Rc), s * 4.7 5.0 5.0 5.5 Max Green Setting (Gmax), s * 16 21.8 42.5 17.0 Max Q Clear Time (g_c+I1), s 2.9 2.0 11.3 21.5 Green Ext Time (p_c), s 0.0 15.0 21.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 26.0 HCM 2010 LOS C Notes HCM 2010 Signalized Intersection Summary 2: Harbor Blvd & I-5 SB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing AM - Synchro 9 Report Iteris Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 210 288 43 746 805 640 Future Volume (veh/h) 210 288 43 746 805 640 Number 7 14 5 2 6 16 Initial Q (Qb), veh 0 00000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 247 0 46 794 856 0 Adj No. of Lanes 2 11431 Peak Hour Factor 0.85 0.85 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00000 Cap, veh/h 913 420 244 3646 2027 611 Arrive On Green 0.29 0.00 0.15 0.62 0.87 0.00 Sat Flow, veh/h 3141 1445 1619 6086 4794 1445 Grp Volume(v), veh/h 247 0 46 794 856 0 Grp Sat Flow(s),veh/h/ln1570 1445 1619 1462 1547 1445 Q Serve(g_s), s 4.2 0.0 1.7 4.1 2.6 0.0 Cycle Q Clear(g_c), s 4.2 0.0 1.7 4.1 2.6 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 913 420 244 3646 2027 611 V/C Ratio(X) 0.27 0.00 0.19 0.22 0.42 0.00 Avail Cap(c_a), veh/h 942 434 386 3646 2027 611 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.92 0.00 Uniform Delay (d), s/veh19.1 0.0 26.0 5.7 2.7 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.1 0.1 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.8 0.0 0.8 1.7 1.1 0.0 LnGrp Delay(d),s/veh 19.2 0.0 26.1 5.9 3.2 0.0 LnGrp LOS B C A A Approach Vol, veh/h 247 840 856 Approach Delay, s/veh 19.2 7.0 3.2 Approach LOS B A A Timer 1 2345678 Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 46.6 23.4 13.1 33.6 Change Period (Y+Rc), s 5.0 5.5 * 4.2 5.0 Max Green Setting (Gmax), s 41.0 18.5 * 15 21.8 Max Q Clear Time (g_c+I1), s 6.1 6.2 3.7 4.6 Green Ext Time (p_c), s 15.3 0.5 0.0 10.4 Intersection Summary HCM 2010 Ctrl Delay 6.9 HCM 2010 LOS A Notes HCM 2010 TWSC 5: North Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing AM - Synchro 9 Report Iteris Page 5 Intersection Int Delay, s/veh 0.3 Movement EBL EBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h 3 5 215 5 2 87 Future Vol, veh/h 3 5 215 5 2 87 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 150 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 3 5 215 5 2 87 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 306 215 0 0 215 0 Stage 1 215 - - - - - Stage 2 91 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 690 830 - - 1367 - Stage 1 826 - - - - - Stage 2 938 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 689 830 - - 1367 - Mov Cap-2 Maneuver 689 - - - - - Stage 1 826 - - - - - Stage 2 937 - - - - - Approach EB SE NW HCM Control Delay, s 9.7 0 0.2 HCM LOS A Minor Lane/Major Mvmt NWL NWTEBLn1 SET SER Capacity (veh/h) 1367 - 771 - - HCM Lane V/C Ratio 0.001 - 0.01 - - HCM Control Delay (s) 7.6 - 9.7 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 2010 TWSC 6: South Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing AM - Synchro 9 Report Iteris Page 6 Intersection Int Delay, s/veh 0.2 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 220 0 0 83 5 1 Future Vol, veh/h 220 0 0 83 5 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 150 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 220 0 0 83 5 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 220 0 303 220 Stage 1 - - - - 220 - Stage 2 - - - - 83 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1361 - 693 825 Stage 1 - - - - 821 - Stage 2 - - - - 945 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1361 - 693 825 Mov Cap-2 Maneuver - - - - 693 - Stage 1 - - - - 821 - Stage 2 - - - - 945 - Approach SE NW NE HCM Control Delay, s 0 0 10.1 HCM LOS B Minor Lane/Major Mvmt NELn1 NWL NWT SET SER Capacity (veh/h) 712 1361 - - - HCM Lane V/C Ratio 0.008 ---- HCM Control Delay (s) 10.1 0 - - - HCM Lane LOS B A - - - HCM 95th %tile Q(veh) 0 0 - - - HCM 2010 Signalized Intersection Summary 10: Anaheim Blvd & Manchester Ave/Manchester Ave/I-5 SB On 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing AM - Synchro 9 Report Iteris Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 296 80 98 0 126 0 29 737 12 501 625 121 Future Volume (veh/h) 296 80 98 0 126 0 29 737 12 501 625 121 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 0 1700 0 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 340 92 113 0 164 0 32 801 13 539 672 130 Adj No. of Lanes 240030130230 Peak Hour Factor 0.87 0.87 0.87 0.77 0.77 0.77 0.92 0.92 0.92 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 361 1023 337 0 387 0 62 2130 35 588 2372 453 Arrive On Green 0.12 0.23 0.23 0.00 0.08 0.00 0.04 0.45 0.45 0.19 0.61 0.61 Sat Flow, veh/h 3141 4386 1445 0 4947 0 1619 4704 76 3141 3914 748 Grp Volume(v), veh/h 340 92 113 0 164 0 32 527 287 539 529 273 Grp Sat Flow(s),veh/h/ln 1570 1462 1445 0 1547 0 1619 1547 1687 1570 1547 1568 Q Serve(g_s), s 12.9 2.0 7.8 0.0 4.0 0.0 2.3 13.5 13.5 20.2 9.8 10.0 Cycle Q Clear(g_c), s 12.9 2.0 7.8 0.0 4.0 0.0 2.3 13.5 13.5 20.2 9.8 10.0 Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.05 1.00 0.48 Lane Grp Cap(c), veh/h 361 1023 337 0 387 0 62 1401 764 588 1875 950 V/C Ratio(X) 0.94 0.09 0.34 0.00 0.42 0.00 0.52 0.38 0.38 0.92 0.28 0.29 Avail Cap(c_a), veh/h 361 1864 614 0 1276 0 152 1401 764 623 1875 950 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.7 36.0 38.3 0.0 52.3 0.0 56.6 21.7 21.7 47.8 11.2 11.3 Incr Delay (d2), s/veh 32.1 0.0 0.6 0.0 0.3 0.0 4.9 0.8 1.4 17.5 0.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.2 0.8 3.2 0.0 1.7 0.0 1.1 5.9 6.5 10.2 4.2 4.5 LnGrp Delay(d),s/veh 84.8 36.1 38.8 0.0 52.5 0.0 61.5 22.4 23.1 65.3 11.6 12.0 LnGrp LOS F D D D E C C E B B Approach Vol, veh/h 545 164 846 1341 Approach Delay, s/veh 67.1 52.5 24.1 33.3 Approach LOS E D C C Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 27.7 59.3 33.0 9.3 77.7 18.0 15.0 Change Period (Y+Rc), s * 5.2 5.0 5.0 * 4.7 5.0 * 4.2 5.0 Max Green Setting (Gmax), s * 24 30.0 51.0 * 11 43.0 * 14 33.0 Max Q Clear Time (g_c+I1), s 22.2 15.5 9.8 4.3 12.0 14.9 6.0 Green Ext Time (p_c), s 0.3 11.7 2.0 0.0 21.5 0.0 1.9 Intersection Summary HCM 2010 Ctrl Delay 38.1 HCM 2010 LOS D Notes HCM 2010 Signalized Intersection Summary 1: Harbor Blvd & I-5 NB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing PM - Synchro 9 Report Iteris Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 34 701 1177 444 48 1401 Future Volume (veh/h) 34 701 1177 444 48 1401 Number 3 18 2 12 1 6 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 36 746 1266 0 49 1444 Adj No. of Lanes 123114 Peak Hour Factor 0.94 0.94 0.93 0.93 0.97 0.97 Percent Heavy Veh, %000000 Cap, veh/h 439 784 2428 735 125 3759 Arrive On Green 0.27 0.27 1.00 0.00 0.08 0.64 Sat Flow, veh/h 1619 2890 4794 1445 1619 6086 Grp Volume(v), veh/h 36 746 1266 0 49 1444 Grp Sat Flow(s),veh/h/ln 1619 1445 1547 1445 1619 1462 Q Serve(g_s), s 1.2 17.7 0.0 0.0 2.0 8.2 Cycle Q Clear(g_c), s 1.2 17.7 0.0 0.0 2.0 8.2 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 439 784 2428 735 125 3759 V/C Ratio(X) 0.08 0.95 0.52 0.00 0.39 0.38 Avail Cap(c_a), veh/h 439 784 2428 735 393 3759 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.93 0.00 1.00 1.00 Uniform Delay (d), s/veh 19.0 25.0 0.0 0.0 30.8 5.9 Incr Delay (d2), s/veh 0.0 20.8 0.7 0.0 0.7 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 9.3 0.2 0.0 0.9 3.3 LnGrp Delay(d),s/veh 19.0 45.9 0.7 0.0 31.5 6.2 LnGrp LOS B D A C A Approach Vol, veh/h 782 1266 1493 Approach Delay, s/veh 44.6 0.7 7.1 Approach LOS D A A Timer 12345678 Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 8.4 39.6 48.0 22.0 Change Period (Y+Rc), s * 4.7 5.0 5.0 5.5 Max Green Setting (Gmax), s * 15 23.0 43.0 16.5 Max Q Clear Time (g_c+I1), s 4.0 2.0 10.2 19.7 Green Ext Time (p_c), s 0.0 17.7 25.7 0.0 Intersection Summary HCM 2010 Ctrl Delay 13.1 HCM 2010 LOS B Notes HCM 2010 Signalized Intersection Summary 2: Harbor Blvd & I-5 SB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing PM - Synchro 9 Report Iteris Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 247 307 68 1377 755 709 Future Volume (veh/h) 247 307 68 1377 755 709 Number 7 14 5 2 6 16 Initial Q (Qb), veh 0 00000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 291 0 72 1465 803 0 Adj No. of Lanes 2 11431 Peak Hour Factor 0.85 0.85 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00000 Cap, veh/h 917 422 301 3639 1860 559 Arrive On Green 0.29 0.00 0.19 0.62 0.80 0.00 Sat Flow, veh/h 3141 1445 1619 6086 4794 1445 Grp Volume(v), veh/h 291 0 72 1465 803 0 Grp Sat Flow(s),veh/h/ln1570 1445 1619 1462 1547 1445 Q Serve(g_s), s 5.1 0.0 2.7 8.8 3.7 0.0 Cycle Q Clear(g_c), s 5.1 0.0 2.7 8.8 3.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 917 422 301 3639 1860 559 V/C Ratio(X) 0.32 0.00 0.24 0.40 0.43 0.00 Avail Cap(c_a), veh/h 942 434 386 3639 1860 559 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.94 0.00 Uniform Delay (d), s/veh19.3 0.0 24.3 6.7 4.5 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.2 0.3 0.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.2 0.0 1.2 3.6 1.6 0.0 LnGrp Delay(d),s/veh 19.4 0.0 24.4 7.0 5.2 0.0 LnGrp LOS B C A A Approach Vol, veh/h 291 1537 803 Approach Delay, s/veh 19.4 7.8 5.2 Approach LOS B A A Timer 1 2345678 Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 46.6 23.4 15.5 31.1 Change Period (Y+Rc), s 5.0 5.5 * 4.2 5.0 Max Green Setting (Gmax), s 41.0 18.5 * 15 21.8 Max Q Clear Time (g_c+I1), s 10.8 7.1 4.7 5.7 Green Ext Time (p_c), s 20.6 0.6 0.1 12.8 Intersection Summary HCM 2010 Ctrl Delay 8.3 HCM 2010 LOS A Notes HCM 2010 TWSC 5: North Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing PM - Synchro 9 Report Iteris Page 5 Intersection Int Delay, s/veh 0.4 Movement EBL EBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h 8 2 158 2 7 257 Future Vol, veh/h 8 2 158 2 7 257 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 150 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 8 2 158 2 7 257 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 429 158 0 0 158 0 Stage 1 158 - - - - - Stage 2 271 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 587 893 - - 1434 - Stage 1 875 - - - - - Stage 2 779 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 584 893 - - 1434 - Mov Cap-2 Maneuver 584 - - - - - Stage 1 875 - - - - - Stage 2 775 - - - - - Approach EB SE NW HCM Control Delay, s 10.8 0 0.2 HCM LOS B Minor Lane/Major Mvmt NWL NWTEBLn1 SET SER Capacity (veh/h) 1434 - 627 - - HCM Lane V/C Ratio 0.005 - 0.016 - - HCM Control Delay (s) 7.5 - 10.8 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 2010 TWSC 6: South Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing PM - Synchro 9 Report Iteris Page 6 Intersection Int Delay, s/veh 0.4 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 158 0 0 260 7 9 Future Vol, veh/h 158 0 0 260 7 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 150 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 158 0 0 260 7 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 158 0 418 158 Stage 1 - - - - 158 - Stage 2 - - - - 260 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1434 - 595 893 Stage 1 - - - - 875 - Stage 2 - - - - 788 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1434 - 595 893 Mov Cap-2 Maneuver - - - - 595 - Stage 1 - - - - 875 - Stage 2 - - - - 788 - Approach SE NW NE HCM Control Delay, s 0 0 10 HCM LOS B Minor Lane/Major Mvmt NELn1 NWL NWT SET SER Capacity (veh/h) 732 1434 - - - HCM Lane V/C Ratio 0.022 ---- HCM Control Delay (s) 10 0 - - - HCM Lane LOS B A - - - HCM 95th %tile Q(veh) 0.1 0 - - - HCM 2010 Signalized Intersection Summary 10: Anaheim Blvd & Manchester Ave/Manchester Ave/I-5 SB On 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing PM - Synchro 9 Report Iteris Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 349 226 186 0 308 0 46 900 12 537 733 84 Future Volume (veh/h) 349 226 186 0 308 0 46 900 12 537 733 84 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 0 1700 0 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 401 260 214 0 400 0 50 978 13 577 788 90 Adj No. of Lanes 240030130230 Peak Hour Factor 0.87 0.87 0.87 0.77 0.77 0.77 0.92 0.92 0.92 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 361 1260 415 0 638 0 77 1834 24 620 2296 261 Arrive On Green 0.12 0.29 0.29 0.00 0.14 0.00 0.05 0.39 0.39 0.20 0.54 0.54 Sat Flow, veh/h 3141 4386 1445 0 4947 0 1619 4720 63 3141 4229 480 Grp Volume(v), veh/h 401 260 214 0 400 0 50 641 350 577 575 303 Grp Sat Flow(s),veh/h/ln 1570 1462 1445 0 1547 0 1619 1547 1689 1570 1547 1615 Q Serve(g_s), s 13.8 5.4 14.9 0.0 9.8 0.0 3.6 19.2 19.2 21.7 12.5 12.7 Cycle Q Clear(g_c), s 13.8 5.4 14.9 0.0 9.8 0.0 3.6 19.2 19.2 21.7 12.5 12.7 Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.04 1.00 0.30 Lane Grp Cap(c), veh/h 361 1260 415 0 638 0 77 1202 656 620 1679 877 V/C Ratio(X) 1.11 0.21 0.52 0.00 0.63 0.00 0.65 0.53 0.53 0.93 0.34 0.35 Avail Cap(c_a), veh/h 361 1864 614 0 1276 0 152 1202 656 623 1679 877 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.1 32.4 35.8 0.0 48.9 0.0 56.2 28.3 28.3 47.3 15.4 15.4 Incr Delay (d2), s/veh 80.5 0.1 1.0 0.0 0.4 0.0 6.8 1.7 3.1 20.4 0.6 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.0 2.2 6.1 0.0 4.2 0.0 1.8 8.5 9.5 11.1 5.5 5.9 LnGrp Delay(d),s/veh 133.6 32.5 36.8 0.0 49.2 0.0 63.0 30.0 31.4 67.7 16.0 16.5 LnGrp LOS F C D D E C C E B B Approach Vol, veh/h 875 400 1041 1455 Approach Delay, s/veh 79.9 49.2 32.1 36.6 Approach LOS E D C D Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 28.9 51.6 39.5 10.4 70.1 18.0 21.5 Change Period (Y+Rc), s * 5.2 5.0 5.0 * 4.7 5.0 * 4.2 5.0 Max Green Setting (Gmax), s * 24 30.0 51.0 * 11 43.0 * 14 33.0 Max Q Clear Time (g_c+I1), s 23.7 21.2 16.9 5.6 14.7 15.8 11.8 Green Ext Time (p_c), s 0.0 8.0 5.2 0.0 22.6 0.0 4.7 Intersection Summary HCM 2010 Ctrl Delay 46.7 HCM 2010 LOS D Notes HCM 2010 Signalized Intersection Summary 1: Harbor Blvd & I-5 NB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing + P AM - Synchro 9 Report Iteris Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 54 818 637 251 21 1512 Future Volume (veh/h) 54 818 637 251 21 1512 Number 3 18 2 12 1 6 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 57 870 685 0 22 1559 Adj No. of Lanes 123114 Peak Hour Factor 0.94 0.94 0.93 0.93 0.97 0.97 Percent Heavy Veh, %000000 Cap, veh/h 451 805 2500 758 88 3718 Arrive On Green 0.28 0.28 1.00 0.00 0.05 0.64 Sat Flow, veh/h 1619 2890 4794 1445 1619 6086 Grp Volume(v), veh/h 57 870 685 0 22 1559 Grp Sat Flow(s),veh/h/ln 1619 1445 1547 1445 1619 1462 Q Serve(g_s), s 1.8 19.5 0.0 0.0 0.9 9.3 Cycle Q Clear(g_c), s 1.8 19.5 0.0 0.0 0.9 9.3 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 451 805 2500 758 88 3718 V/C Ratio(X) 0.13 1.08 0.27 0.00 0.25 0.42 Avail Cap(c_a), veh/h 451 805 2500 758 409 3718 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.98 0.00 1.00 1.00 Uniform Delay (d), s/veh 18.9 25.2 0.0 0.0 31.7 6.3 Incr Delay (d2), s/veh 0.0 55.8 0.3 0.0 0.6 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 14.0 0.1 0.0 0.4 3.8 LnGrp Delay(d),s/veh 18.9 81.0 0.3 0.0 32.3 6.7 LnGrp LOS B F A C A Approach Vol, veh/h 927 685 1581 Approach Delay, s/veh 77.2 0.3 7.0 Approach LOS E A A Timer 12345678 Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.8 40.7 47.5 22.5 Change Period (Y+Rc), s * 4.7 5.0 5.0 5.5 Max Green Setting (Gmax), s * 16 21.8 42.5 17.0 Max Q Clear Time (g_c+I1), s 2.9 2.0 11.3 21.5 Green Ext Time (p_c), s 0.0 15.0 21.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 26.0 HCM 2010 LOS C Notes HCM 2010 Signalized Intersection Summary 2: Harbor Blvd & I-5 SB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing + P AM - Synchro 9 Report Iteris Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 210 294 43 752 807 640 Future Volume (veh/h) 210 294 43 752 807 640 Number 7 14 5 2 6 16 Initial Q (Qb), veh 0 00000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 247 0 46 800 859 0 Adj No. of Lanes 2 11431 Peak Hour Factor 0.85 0.85 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00000 Cap, veh/h 913 420 244 3646 2027 611 Arrive On Green 0.29 0.00 0.15 0.62 0.87 0.00 Sat Flow, veh/h 3141 1445 1619 6086 4794 1445 Grp Volume(v), veh/h 247 0 46 800 859 0 Grp Sat Flow(s),veh/h/ln1570 1445 1619 1462 1547 1445 Q Serve(g_s), s 4.2 0.0 1.7 4.2 2.6 0.0 Cycle Q Clear(g_c), s 4.2 0.0 1.7 4.2 2.6 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 913 420 244 3646 2027 611 V/C Ratio(X) 0.27 0.00 0.19 0.22 0.42 0.00 Avail Cap(c_a), veh/h 942 434 386 3646 2027 611 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.92 0.00 Uniform Delay (d), s/veh19.1 0.0 26.0 5.7 2.7 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.1 0.1 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.8 0.0 0.8 1.7 1.1 0.0 LnGrp Delay(d),s/veh 19.2 0.0 26.1 5.9 3.2 0.0 LnGrp LOS B C A A Approach Vol, veh/h 247 846 859 Approach Delay, s/veh 19.2 7.0 3.2 Approach LOS B A A Timer 1 2345678 Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 46.6 23.4 13.1 33.6 Change Period (Y+Rc), s 5.0 5.5 * 4.2 5.0 Max Green Setting (Gmax), s 41.0 18.5 * 15 21.8 Max Q Clear Time (g_c+I1), s 6.2 6.2 3.7 4.6 Green Ext Time (p_c), s 15.4 0.5 0.0 10.4 Intersection Summary HCM 2010 Ctrl Delay 6.9 HCM 2010 LOS A Notes HCM 2010 TWSC 5: North Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing + P AM - Synchro 9 Report Iteris Page 5 Intersection Int Delay, s/veh 0.6 Movement EBL EBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h 12 5 215 14 2 87 Future Vol, veh/h 12 5 215 14 2 87 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 150 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 12 5 215 14 2 87 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 306 215 0 0 215 0 Stage 1 215 - - - - - Stage 2 91 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 690 830 - - 1367 - Stage 1 826 - - - - - Stage 2 938 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 689 830 - - 1367 - Mov Cap-2 Maneuver 689 - - - - - Stage 1 826 - - - - - Stage 2 937 - - - - - Approach EB SE NW HCM Control Delay, s 10.1 0 0.2 HCM LOS B Minor Lane/Major Mvmt NWL NWTEBLn1 SET SER Capacity (veh/h) 1367 - 725 - - HCM Lane V/C Ratio 0.001 - 0.023 - - HCM Control Delay (s) 7.6 - 10.1 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 2010 TWSC 6: South Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing + P AM - Synchro 9 Report Iteris Page 6 Intersection Int Delay, s/veh 0.6 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 220 0 9 83 5 7 Future Vol, veh/h 220 0 9 83 5 7 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 150 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 220 0 9 83 5 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 220 0 321 220 Stage 1 - - - - 220 - Stage 2 - - - - 101 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1361 - 677 825 Stage 1 - - - - 821 - Stage 2 - - - - 928 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1361 - 673 825 Mov Cap-2 Maneuver - - - - 673 - Stage 1 - - - - 821 - Stage 2 - - - - 922 - Approach SE NW NE HCM Control Delay, s 0 0.7 9.9 HCM LOS A Minor Lane/Major Mvmt NELn1 NWL NWT SET SER Capacity (veh/h) 754 1361 - - - HCM Lane V/C Ratio 0.016 0.007 - - - HCM Control Delay (s) 9.9 7.7 - - - HCM Lane LOS A A - - - HCM 95th %tile Q(veh) 0 0 - - - HCM 2010 Signalized Intersection Summary 10: Anaheim Blvd & Manchester Ave/Manchester Ave/I-5 SB On 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing + P AM - Synchro 9 Report Iteris Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 297 85 99 0 133 0 30 737 12 501 625 122 Future Volume (veh/h) 297 85 99 0 133 0 30 737 12 501 625 122 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 0 1700 0 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 341 98 114 0 173 0 33 801 13 539 672 131 Adj No. of Lanes 240030130230 Peak Hour Factor 0.87 0.87 0.87 0.77 0.77 0.77 0.92 0.92 0.92 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 361 1023 337 0 387 0 63 2130 35 588 2366 455 Arrive On Green 0.12 0.23 0.23 0.00 0.08 0.00 0.04 0.45 0.45 0.19 0.61 0.61 Sat Flow, veh/h 3141 4386 1445 0 4947 0 1619 4704 76 3141 3909 752 Grp Volume(v), veh/h 341 98 114 0 173 0 33 527 287 539 530 273 Grp Sat Flow(s),veh/h/ln 1570 1462 1445 0 1547 0 1619 1547 1687 1570 1547 1567 Q Serve(g_s), s 12.9 2.1 7.9 0.0 4.3 0.0 2.4 13.5 13.5 20.2 9.8 10.0 Cycle Q Clear(g_c), s 12.9 2.1 7.9 0.0 4.3 0.0 2.4 13.5 13.5 20.2 9.8 10.0 Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.05 1.00 0.48 Lane Grp Cap(c), veh/h 361 1023 337 0 387 0 63 1401 764 588 1873 949 V/C Ratio(X) 0.94 0.10 0.34 0.00 0.45 0.00 0.52 0.38 0.38 0.92 0.28 0.29 Avail Cap(c_a), veh/h 361 1864 614 0 1276 0 152 1401 764 623 1873 949 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.7 36.1 38.3 0.0 52.4 0.0 56.6 21.7 21.7 47.8 11.3 11.3 Incr Delay (d2), s/veh 32.8 0.0 0.6 0.0 0.3 0.0 4.9 0.8 1.4 17.5 0.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.3 0.9 3.2 0.0 1.8 0.0 1.2 5.9 6.5 10.2 4.2 4.5 LnGrp Delay(d),s/veh 85.5 36.1 38.9 0.0 52.7 0.0 61.5 22.4 23.1 65.3 11.7 12.1 LnGrp LOS F D D D E C C E B B Approach Vol, veh/h 553 173 847 1342 Approach Delay, s/veh 67.1 52.7 24.2 33.3 Approach LOS E D C C Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 27.7 59.3 33.0 9.4 77.6 18.0 15.0 Change Period (Y+Rc), s * 5.2 5.0 5.0 * 4.7 5.0 * 4.2 5.0 Max Green Setting (Gmax), s * 24 30.0 51.0 * 11 43.0 * 14 33.0 Max Q Clear Time (g_c+I1), s 22.2 15.5 9.9 4.4 12.0 14.9 6.3 Green Ext Time (p_c), s 0.3 11.7 2.1 0.0 21.5 0.0 2.0 Intersection Summary HCM 2010 Ctrl Delay 38.2 HCM 2010 LOS D Notes HCM 2010 Signalized Intersection Summary 1: Harbor Blvd & I-5 NB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing + P PM - Synchro 9 Report Iteris Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 34 701 1179 449 48 1401 Future Volume (veh/h) 34 701 1179 449 48 1401 Number 3 18 2 12 1 6 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 36 746 1268 0 49 1444 Adj No. of Lanes 123114 Peak Hour Factor 0.94 0.94 0.93 0.93 0.97 0.97 Percent Heavy Veh, %000000 Cap, veh/h 439 784 2428 735 125 3759 Arrive On Green 0.27 0.27 1.00 0.00 0.08 0.64 Sat Flow, veh/h 1619 2890 4794 1445 1619 6086 Grp Volume(v), veh/h 36 746 1268 0 49 1444 Grp Sat Flow(s),veh/h/ln 1619 1445 1547 1445 1619 1462 Q Serve(g_s), s 1.2 17.7 0.0 0.0 2.0 8.2 Cycle Q Clear(g_c), s 1.2 17.7 0.0 0.0 2.0 8.2 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 439 784 2428 735 125 3759 V/C Ratio(X) 0.08 0.95 0.52 0.00 0.39 0.38 Avail Cap(c_a), veh/h 439 784 2428 735 393 3759 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.93 0.00 1.00 1.00 Uniform Delay (d), s/veh 19.0 25.0 0.0 0.0 30.8 5.9 Incr Delay (d2), s/veh 0.0 20.8 0.7 0.0 0.7 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.5 9.3 0.2 0.0 0.9 3.3 LnGrp Delay(d),s/veh 19.0 45.9 0.7 0.0 31.5 6.2 LnGrp LOS B D A C A Approach Vol, veh/h 782 1268 1493 Approach Delay, s/veh 44.6 0.7 7.1 Approach LOS D A A Timer 12345678 Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 8.4 39.6 48.0 22.0 Change Period (Y+Rc), s * 4.7 5.0 5.0 5.5 Max Green Setting (Gmax), s * 15 23.0 43.0 16.5 Max Q Clear Time (g_c+I1), s 4.0 2.0 10.2 19.7 Green Ext Time (p_c), s 0.0 17.7 25.7 0.0 Intersection Summary HCM 2010 Ctrl Delay 13.1 HCM 2010 LOS B Notes HCM 2010 Signalized Intersection Summary 2: Harbor Blvd & I-5 SB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing + P PM - Synchro 9 Report Iteris Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 247 309 68 1384 756 709 Future Volume (veh/h) 247 309 68 1384 756 709 Number 7 14 5 2 6 16 Initial Q (Qb), veh 0 00000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 291 0 72 1472 804 0 Adj No. of Lanes 2 11431 Peak Hour Factor 0.85 0.85 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00000 Cap, veh/h 917 422 301 3639 1860 559 Arrive On Green 0.29 0.00 0.19 0.62 0.80 0.00 Sat Flow, veh/h 3141 1445 1619 6086 4794 1445 Grp Volume(v), veh/h 291 0 72 1472 804 0 Grp Sat Flow(s),veh/h/ln1570 1445 1619 1462 1547 1445 Q Serve(g_s), s 5.1 0.0 2.7 8.9 3.7 0.0 Cycle Q Clear(g_c), s 5.1 0.0 2.7 8.9 3.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 917 422 301 3639 1860 559 V/C Ratio(X) 0.32 0.00 0.24 0.40 0.43 0.00 Avail Cap(c_a), veh/h 942 434 386 3639 1860 559 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.94 0.00 Uniform Delay (d), s/veh19.3 0.0 24.3 6.7 4.5 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.2 0.3 0.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.2 0.0 1.2 3.7 1.6 0.0 LnGrp Delay(d),s/veh 19.4 0.0 24.4 7.0 5.2 0.0 LnGrp LOS B C A A Approach Vol, veh/h 291 1544 804 Approach Delay, s/veh 19.4 7.8 5.2 Approach LOS B A A Timer 1 2345678 Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 46.6 23.4 15.5 31.1 Change Period (Y+Rc), s 5.0 5.5 * 4.2 5.0 Max Green Setting (Gmax), s 41.0 18.5 * 15 21.8 Max Q Clear Time (g_c+I1), s 10.9 7.1 4.7 5.7 Green Ext Time (p_c), s 20.7 0.6 0.1 12.8 Intersection Summary HCM 2010 Ctrl Delay 8.3 HCM 2010 LOS A Notes HCM 2010 TWSC 5: North Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing + P PM - Synchro 9 Report Iteris Page 5 Intersection Int Delay, s/veh 0.6 Movement EBL EBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h 16 2 158 5 7 257 Future Vol, veh/h 16 2 158 5 7 257 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 150 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 16 2 158 5 7 257 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 429 158 0 0 158 0 Stage 1 158 - - - - - Stage 2 271 - - - - - Critical Hdwy 7.1 6.2 - - 4.1 - Critical Hdwy Stg 1 6.1 - - - - - Critical Hdwy Stg 2 6.1 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 540 893 - - 1434 - Stage 1 849 - - - - - Stage 2 739 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 538 893 - - 1434 - Mov Cap-2 Maneuver 538 - - - - - Stage 1 849 - - - - - Stage 2 735 - - - - - Approach EB SE NW HCM Control Delay, s 11.6 0 0.2 HCM LOS B Minor Lane/Major Mvmt NWL NWTEBLn1 SET SER Capacity (veh/h) 1434 - 563 - - HCM Lane V/C Ratio 0.005 - 0.032 - - HCM Control Delay (s) 7.5 - 11.6 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 2010 TWSC 6: South Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing + P PM - Synchro 9 Report Iteris Page 6 Intersection Int Delay, s/veh 0.6 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 158 0 12 260 7 14 Future Vol, veh/h 158 0 12 260 7 14 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 150 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 158 0 12 260 7 14 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 158 0 442 158 Stage 1 - - - - 158 - Stage 2 - - - - 284 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1434 - 577 893 Stage 1 - - - - 875 - Stage 2 - - - - 769 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1434 - 572 893 Mov Cap-2 Maneuver - - - - 572 - Stage 1 - - - - 875 - Stage 2 - - - - 763 - Approach SE NW NE HCM Control Delay, s 0 0.3 9.9 HCM LOS A Minor Lane/Major Mvmt NELn1 NWL NWT SET SER Capacity (veh/h) 752 1434 - - - HCM Lane V/C Ratio 0.028 0.008 - - - HCM Control Delay (s) 9.9 7.5 - - - HCM Lane LOS A A - - - HCM 95th %tile Q(veh) 0.1 0 - - - HCM 2010 Signalized Intersection Summary 10: Anaheim Blvd & Manchester Ave/Manchester Ave/I-5 SB On 04/06/2017 1441 S. Manchester Ave Hotel TIA Existing + P PM - Synchro 9 Report Iteris Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 350 230 187 0 317 0 47 900 12 537 733 86 Future Volume (veh/h) 350 230 187 0 317 0 47 900 12 537 733 86 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 0 1700 0 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 402 264 215 0 412 0 51 978 13 577 788 92 Adj No. of Lanes 240030130230 Peak Hour Factor 0.87 0.87 0.87 0.77 0.77 0.77 0.92 0.92 0.92 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 361 1274 420 0 652 0 77 1819 24 620 2275 264 Arrive On Green 0.12 0.29 0.29 0.00 0.14 0.00 0.05 0.39 0.39 0.20 0.54 0.54 Sat Flow, veh/h 3141 4386 1445 0 4947 0 1619 4720 63 3141 4218 490 Grp Volume(v), veh/h 402 264 215 0 412 0 51 641 350 577 577 303 Grp Sat Flow(s),veh/h/ln 1570 1462 1445 0 1547 0 1619 1547 1689 1570 1547 1614 Q Serve(g_s), s 13.8 5.5 14.9 0.0 10.0 0.0 3.7 19.3 19.3 21.7 12.7 12.8 Cycle Q Clear(g_c), s 13.8 5.5 14.9 0.0 10.0 0.0 3.7 19.3 19.3 21.7 12.7 12.8 Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.04 1.00 0.30 Lane Grp Cap(c), veh/h 361 1274 420 0 652 0 77 1193 651 620 1669 870 V/C Ratio(X) 1.11 0.21 0.51 0.00 0.63 0.00 0.66 0.54 0.54 0.93 0.35 0.35 Avail Cap(c_a), veh/h 361 1864 614 0 1276 0 152 1193 651 623 1669 870 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.1 32.1 35.5 0.0 48.7 0.0 56.2 28.6 28.6 47.3 15.6 15.7 Incr Delay (d2), s/veh 81.5 0.1 1.0 0.0 0.4 0.0 7.0 1.7 3.2 20.4 0.6 1.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.1 2.2 6.0 0.0 4.3 0.0 1.8 8.5 9.5 11.1 5.5 5.9 LnGrp Delay(d),s/veh 134.6 32.2 36.5 0.0 49.0 0.0 63.1 30.3 31.8 67.7 16.2 16.8 LnGrp LOS F C D D E C C E B B Approach Vol, veh/h 881 412 1042 1457 Approach Delay, s/veh 80.0 49.0 32.4 36.7 Approach LOS E D C D Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 28.9 51.3 39.8 10.4 69.7 18.0 21.8 Change Period (Y+Rc), s * 5.2 5.0 5.0 * 4.7 5.0 * 4.2 5.0 Max Green Setting (Gmax), s * 24 30.0 51.0 * 11 43.0 * 14 33.0 Max Q Clear Time (g_c+I1), s 23.7 21.3 16.9 5.7 14.8 15.8 12.0 Green Ext Time (p_c), s 0.0 7.9 5.3 0.0 22.5 0.0 4.8 Intersection Summary HCM 2010 Ctrl Delay 46.9 HCM 2010 LOS D Notes HCM 2010 Signalized Intersection Summary 1: Harbor Blvd & I-5 NB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 AM - Synchro 9 Report Iteris Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 58 837 680 254 21 1541 Future Volume (veh/h) 58 837 680 254 21 1541 Number 3 18 2 12 1 6 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 62 890 731 0 22 1589 Adj No. of Lanes 123114 Peak Hour Factor 0.94 0.94 0.93 0.93 0.97 0.97 Percent Heavy Veh, %000000 Cap, veh/h 451 805 2500 758 88 3718 Arrive On Green 0.28 0.28 1.00 0.00 0.05 0.64 Sat Flow, veh/h 1619 2890 4794 1445 1619 6086 Grp Volume(v), veh/h 62 890 731 0 22 1589 Grp Sat Flow(s),veh/h/ln 1619 1445 1547 1445 1619 1462 Q Serve(g_s), s 2.0 19.5 0.0 0.0 0.9 9.5 Cycle Q Clear(g_c), s 2.0 19.5 0.0 0.0 0.9 9.5 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 451 805 2500 758 88 3718 V/C Ratio(X) 0.14 1.11 0.29 0.00 0.25 0.43 Avail Cap(c_a), veh/h 451 805 2500 758 409 3718 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.98 0.00 1.00 1.00 Uniform Delay (d), s/veh 18.9 25.2 0.0 0.0 31.7 6.4 Incr Delay (d2), s/veh 0.1 64.7 0.3 0.0 0.6 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 15.0 0.1 0.0 0.4 3.8 LnGrp Delay(d),s/veh 19.0 89.9 0.3 0.0 32.3 6.7 LnGrp LOS B F A C A Approach Vol, veh/h 952 731 1611 Approach Delay, s/veh 85.3 0.3 7.1 Approach LOS F A A Timer 12345678 Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.8 40.7 47.5 22.5 Change Period (Y+Rc), s * 4.7 5.0 5.0 5.5 Max Green Setting (Gmax), s * 16 21.8 42.5 17.0 Max Q Clear Time (g_c+I1), s 2.9 2.0 11.5 21.5 Green Ext Time (p_c), s 0.0 15.4 21.6 0.0 Intersection Summary HCM 2010 Ctrl Delay 28.2 HCM 2010 LOS C Notes HCM 2010 Signalized Intersection Summary 2: Harbor Blvd & I-5 SB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 AM - Synchro 9 Report Iteris Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 212 323 43 796 833 646 Future Volume (veh/h) 212 323 43 796 833 646 Number 7 14 5 2 6 16 Initial Q (Qb), veh 0 00000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 249 0 46 847 886 0 Adj No. of Lanes 2 11431 Peak Hour Factor 0.85 0.85 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00000 Cap, veh/h 913 420 244 3646 2027 611 Arrive On Green 0.29 0.00 0.15 0.62 0.87 0.00 Sat Flow, veh/h 3141 1445 1619 6086 4794 1445 Grp Volume(v), veh/h 249 0 46 847 886 0 Grp Sat Flow(s),veh/h/ln1570 1445 1619 1462 1547 1445 Q Serve(g_s), s 4.3 0.0 1.7 4.5 2.7 0.0 Cycle Q Clear(g_c), s 4.3 0.0 1.7 4.5 2.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 913 420 244 3646 2027 611 V/C Ratio(X) 0.27 0.00 0.19 0.23 0.44 0.00 Avail Cap(c_a), veh/h 942 434 386 3646 2027 611 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.91 0.00 Uniform Delay (d), s/veh19.1 0.0 26.0 5.8 2.7 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.1 0.1 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.8 0.0 0.8 1.8 1.1 0.0 LnGrp Delay(d),s/veh 19.2 0.0 26.1 6.0 3.3 0.0 LnGrp LOS B C A A Approach Vol, veh/h 249 893 886 Approach Delay, s/veh 19.2 7.0 3.3 Approach LOS B A A Timer 1 2345678 Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 46.6 23.4 13.1 33.6 Change Period (Y+Rc), s 5.0 5.5 * 4.2 5.0 Max Green Setting (Gmax), s 41.0 18.5 * 15 21.8 Max Q Clear Time (g_c+I1), s 6.5 6.3 3.7 4.7 Green Ext Time (p_c), s 16.2 0.5 0.0 10.8 Intersection Summary HCM 2010 Ctrl Delay 6.9 HCM 2010 LOS A Notes HCM 2010 TWSC 5: North Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 AM - Synchro 9 Report Iteris Page 5 Intersection Int Delay, s/veh 0.3 Movement EBL EBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h 3 5 217 5 2 109 Future Vol, veh/h 3 5 217 5 2 109 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 150 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 3 5 217 5 2 109 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 330 217 0 0 217 0 Stage 1 217 - - - - - Stage 2 113 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 669 828 - - 1365 - Stage 1 824 - - - - - Stage 2 917 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 668 828 - - 1365 - Mov Cap-2 Maneuver 668 - - - - - Stage 1 824 - - - - - Stage 2 916 - - - - - Approach EB SE NW HCM Control Delay, s 9.8 0 0.1 HCM LOS A Minor Lane/Major Mvmt NWL NWTEBLn1 SET SER Capacity (veh/h) 1365 - 760 - - HCM Lane V/C Ratio 0.001 - 0.011 - - HCM Control Delay (s) 7.6 - 9.8 - - HCM Lane LOS A - A - - HCM 95th %tile Q(veh) 0 - 0 - - HCM 2010 TWSC 6: South Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 AM - Synchro 9 Report Iteris Page 6 Intersection Int Delay, s/veh 0.2 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 222 0 0 105 5 1 Future Vol, veh/h 222 0 0 105 5 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 150 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 222 0 0 105 5 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 222 0 327 222 Stage 1 - - - - 222 - Stage 2 - - - - 105 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1359 - 671 823 Stage 1 - - - - 820 - Stage 2 - - - - 924 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1359 - 671 823 Mov Cap-2 Maneuver - - - - 671 - Stage 1 - - - - 820 - Stage 2 - - - - 924 - Approach SE NW NE HCM Control Delay, s 0 0 10.2 HCM LOS B Minor Lane/Major Mvmt NELn1 NWL NWT SET SER Capacity (veh/h) 692 1359 - - - HCM Lane V/C Ratio 0.009 ---- HCM Control Delay (s) 10.2 0 - - - HCM Lane LOS B A - - - HCM 95th %tile Q(veh) 0 0 - - - HCM 2010 Signalized Intersection Summary 10: Anaheim Blvd & Manchester Ave/Manchester Ave/I-5 SB On 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 AM - Synchro 9 Report Iteris Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 306 165 100 0 127 0 64 759 12 519 638 134 Future Volume (veh/h) 306 165 100 0 127 0 64 759 12 519 638 134 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 0 1700 0 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 352 190 115 0 165 0 70 825 13 558 686 144 Adj No. of Lanes 240030130230 Peak Hour Factor 0.87 0.87 0.87 0.77 0.77 0.77 0.92 0.92 0.92 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 361 1023 337 0 387 0 87 2106 33 605 2275 472 Arrive On Green 0.12 0.23 0.23 0.00 0.08 0.00 0.05 0.45 0.45 0.19 0.59 0.59 Sat Flow, veh/h 3141 4386 1445 0 4947 0 1619 4707 74 3141 3854 799 Grp Volume(v), veh/h 352 190 115 0 165 0 70 542 296 558 549 281 Grp Sat Flow(s),veh/h/ln 1570 1462 1445 0 1547 0 1619 1547 1687 1570 1547 1559 Q Serve(g_s), s 13.4 4.2 8.0 0.0 4.1 0.0 5.1 14.1 14.1 20.9 10.6 10.8 Cycle Q Clear(g_c), s 13.4 4.2 8.0 0.0 4.1 0.0 5.1 14.1 14.1 20.9 10.6 10.8 Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.04 1.00 0.51 Lane Grp Cap(c), veh/h 361 1023 337 0 387 0 87 1385 755 605 1826 920 V/C Ratio(X) 0.97 0.19 0.34 0.00 0.43 0.00 0.80 0.39 0.39 0.92 0.30 0.31 Avail Cap(c_a), veh/h 361 1864 614 0 1276 0 152 1385 755 623 1826 920 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.9 36.9 38.3 0.0 52.3 0.0 56.1 22.2 22.2 47.6 12.2 12.3 Incr Delay (d2), s/veh 40.3 0.1 0.6 0.0 0.3 0.0 11.9 0.8 1.5 18.9 0.4 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.8 1.7 3.2 0.0 1.8 0.0 2.6 6.2 6.9 10.7 4.6 4.8 LnGrp Delay(d),s/veh 93.2 37.0 38.9 0.0 52.6 0.0 68.0 23.0 23.7 66.4 12.7 13.1 LnGrp LOS F D D D E C C E B B Approach Vol, veh/h 657 165 908 1388 Approach Delay, s/veh 67.4 52.6 26.7 34.4 Approach LOS E D C C Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 28.3 58.7 33.0 11.2 75.8 18.0 15.0 Change Period (Y+Rc), s * 5.2 5.0 5.0 * 4.7 5.0 * 4.2 5.0 Max Green Setting (Gmax), s * 24 30.0 51.0 * 11 43.0 * 14 33.0 Max Q Clear Time (g_c+I1), s 22.9 16.1 10.0 7.1 12.8 15.4 6.1 Green Ext Time (p_c), s 0.2 11.5 2.7 0.0 21.7 0.0 2.6 Intersection Summary HCM 2010 Ctrl Delay 40.1 HCM 2010 LOS D Notes HCM 2010 Signalized Intersection Summary 1: Harbor Blvd & I-5 NB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 PM - Synchro 9 Report Iteris Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 38 716 1236 487 48 1435 Future Volume (veh/h) 38 716 1236 487 48 1435 Number 3 18 2 12 1 6 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 40 762 1329 0 49 1479 Adj No. of Lanes 123114 Peak Hour Factor 0.94 0.94 0.93 0.93 0.97 0.97 Percent Heavy Veh, %000000 Cap, veh/h 439 784 2428 735 125 3759 Arrive On Green 0.27 0.27 1.00 0.00 0.08 0.64 Sat Flow, veh/h 1619 2890 4794 1445 1619 6086 Grp Volume(v), veh/h 40 762 1329 0 49 1479 Grp Sat Flow(s),veh/h/ln 1619 1445 1547 1445 1619 1462 Q Serve(g_s), s 1.3 18.3 0.0 0.0 2.0 8.5 Cycle Q Clear(g_c), s 1.3 18.3 0.0 0.0 2.0 8.5 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 439 784 2428 735 125 3759 V/C Ratio(X) 0.09 0.97 0.55 0.00 0.39 0.39 Avail Cap(c_a), veh/h 439 784 2428 735 393 3759 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.91 0.00 1.00 1.00 Uniform Delay (d), s/veh 19.0 25.2 0.0 0.0 30.8 6.0 Incr Delay (d2), s/veh 0.0 25.1 0.8 0.0 0.7 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 9.9 0.2 0.0 0.9 3.5 LnGrp Delay(d),s/veh 19.1 50.3 0.8 0.0 31.5 6.3 LnGrp LOS B D A C A Approach Vol, veh/h 802 1329 1528 Approach Delay, s/veh 48.7 0.8 7.1 Approach LOS D A A Timer 12345678 Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 8.4 39.6 48.0 22.0 Change Period (Y+Rc), s * 4.7 5.0 5.0 5.5 Max Green Setting (Gmax), s * 15 23.0 43.0 16.5 Max Q Clear Time (g_c+I1), s 4.0 2.0 10.5 20.3 Green Ext Time (p_c), s 0.0 18.1 26.2 0.0 Intersection Summary HCM 2010 Ctrl Delay 13.9 HCM 2010 LOS B Notes HCM 2010 Signalized Intersection Summary 2: Harbor Blvd & I-5 SB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 PM - Synchro 9 Report Iteris Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 249 336 69 1476 785 716 Future Volume (veh/h) 249 336 69 1476 785 716 Number 7 14 5 2 6 16 Initial Q (Qb), veh 0 00000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 293 0 73 1570 835 0 Adj No. of Lanes 2 11431 Peak Hour Factor 0.85 0.85 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00000 Cap, veh/h 917 422 302 3639 1856 557 Arrive On Green 0.29 0.00 0.19 0.62 0.80 0.00 Sat Flow, veh/h 3141 1445 1619 6086 4794 1445 Grp Volume(v), veh/h 293 0 73 1570 835 0 Grp Sat Flow(s),veh/h/ln1570 1445 1619 1462 1547 1445 Q Serve(g_s), s 5.1 0.0 2.7 9.7 3.9 0.0 Cycle Q Clear(g_c), s 5.1 0.0 2.7 9.7 3.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 917 422 302 3639 1856 557 V/C Ratio(X) 0.32 0.00 0.24 0.43 0.45 0.00 Avail Cap(c_a), veh/h 942 434 386 3639 1856 557 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.93 0.00 Uniform Delay (d), s/veh19.3 0.0 24.2 6.8 4.6 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.2 0.4 0.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.2 0.0 1.2 3.9 1.7 0.0 LnGrp Delay(d),s/veh 19.4 0.0 24.4 7.2 5.3 0.0 LnGrp LOS B C A A Approach Vol, veh/h 293 1643 835 Approach Delay, s/veh 19.4 8.0 5.3 Approach LOS B A A Timer 1 2345678 Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 46.6 23.4 15.6 31.0 Change Period (Y+Rc), s 5.0 5.5 * 4.2 5.0 Max Green Setting (Gmax), s 41.0 18.5 * 15 21.8 Max Q Clear Time (g_c+I1), s 11.7 7.1 4.7 5.9 Green Ext Time (p_c), s 21.4 0.6 0.1 13.1 Intersection Summary HCM 2010 Ctrl Delay 8.4 HCM 2010 LOS A Notes HCM 2010 TWSC 5: North Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 PM - Synchro 9 Report Iteris Page 5 Intersection Int Delay, s/veh 0.4 Movement EBL EBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h 8 2 160 2 7 306 Future Vol, veh/h 8 2 160 2 7 306 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 150 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 8 2 160 2 7 306 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 480 160 0 0 160 0 Stage 1 160 - - - - - Stage 2 320 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 548 890 - - 1432 - Stage 1 874 - - - - - Stage 2 741 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 545 890 - - 1432 - Mov Cap-2 Maneuver 545 - - - - - Stage 1 874 - - - - - Stage 2 737 - - - - - Approach EB SE NW HCM Control Delay, s 11.2 0 0.2 HCM LOS B Minor Lane/Major Mvmt NWL NWTEBLn1 SET SER Capacity (veh/h) 1432 - 591 - - HCM Lane V/C Ratio 0.005 - 0.017 - - HCM Control Delay (s) 7.5 - 11.2 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 2010 TWSC 6: South Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 PM - Synchro 9 Report Iteris Page 6 Intersection Int Delay, s/veh 0.3 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 160 0 0 309 7 9 Future Vol, veh/h 160 0 0 309 7 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 150 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 160 0 0 309 7 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 160 0 469 160 Stage 1 - - - - 160 - Stage 2 - - - - 309 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1432 - 556 890 Stage 1 - - - - 874 - Stage 2 - - - - 749 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1432 - 556 890 Mov Cap-2 Maneuver - - - - 556 - Stage 1 - - - - 874 - Stage 2 - - - - 749 - Approach SE NW NE HCM Control Delay, s 0 0 10.2 HCM LOS B Minor Lane/Major Mvmt NELn1 NWL NWT SET SER Capacity (veh/h) 705 1432 - - - HCM Lane V/C Ratio 0.023 ---- HCM Control Delay (s) 10.2 0 - - - HCM Lane LOS B A - - - HCM 95th %tile Q(veh) 0.1 0 - - - HCM 2010 Signalized Intersection Summary 10: Anaheim Blvd & Manchester Ave/Manchester Ave/I-5 SB On 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 PM - Synchro 9 Report Iteris Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 369 388 191 0 311 0 65 923 12 542 749 96 Future Volume (veh/h) 369 388 191 0 311 0 65 923 12 542 749 96 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 0 1700 0 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 424 446 220 0 404 0 71 1003 13 583 805 103 Adj No. of Lanes 240030130230 Peak Hour Factor 0.87 0.87 0.87 0.77 0.77 0.77 0.92 0.92 0.92 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 361 1311 432 0 691 0 88 1776 23 623 2185 278 Arrive On Green 0.12 0.30 0.30 0.00 0.15 0.00 0.05 0.38 0.38 0.20 0.52 0.52 Sat Flow, veh/h 3141 4386 1445 0 4947 0 1619 4722 61 3141 4170 530 Grp Volume(v), veh/h 424 446 220 0 404 0 71 657 359 583 596 312 Grp Sat Flow(s),veh/h/ln 1570 1462 1445 0 1547 0 1619 1547 1689 1570 1547 1606 Q Serve(g_s), s 13.8 9.5 15.1 0.0 9.7 0.0 5.2 20.2 20.2 21.9 13.6 13.8 Cycle Q Clear(g_c), s 13.8 9.5 15.1 0.0 9.7 0.0 5.2 20.2 20.2 21.9 13.6 13.8 Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.04 1.00 0.33 Lane Grp Cap(c), veh/h 361 1311 432 0 691 0 88 1164 635 623 1621 842 V/C Ratio(X) 1.17 0.34 0.51 0.00 0.58 0.00 0.80 0.56 0.56 0.94 0.37 0.37 Avail Cap(c_a), veh/h 361 1864 614 0 1276 0 152 1164 635 623 1621 842 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.1 32.8 34.8 0.0 47.6 0.0 56.1 29.6 29.6 47.3 16.8 16.9 Incr Delay (d2), s/veh 103.6 0.2 0.9 0.0 0.3 0.0 11.7 2.0 3.6 21.4 0.6 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.2 3.9 6.2 0.0 4.2 0.0 2.6 8.9 10.0 11.3 5.9 6.4 LnGrp Delay(d),s/veh 156.7 33.0 35.7 0.0 47.9 0.0 67.8 31.6 33.3 68.8 17.5 18.1 LnGrp LOS F C D D E C C E B B Approach Vol, veh/h 1090 404 1087 1491 Approach Delay, s/veh 81.7 47.9 34.5 37.7 Approach LOS F D C D Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 29.0 50.1 40.9 11.3 67.9 18.0 22.9 Change Period (Y+Rc), s * 5.2 5.0 5.0 * 4.7 5.0 * 4.2 5.0 Max Green Setting (Gmax), s * 24 30.0 51.0 * 11 43.0 * 14 33.0 Max Q Clear Time (g_c+I1), s 23.9 22.2 17.1 7.2 15.8 15.8 11.7 Green Ext Time (p_c), s 0.0 7.2 6.9 0.0 22.3 0.0 6.1 Intersection Summary HCM 2010 Ctrl Delay 49.6 HCM 2010 LOS D Notes HCM 2010 Signalized Intersection Summary 1: Harbor Blvd & I-5 NB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 + P AM - Synchro 9 Report Iteris Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 59 837 682 258 21 1542 Future Volume (veh/h) 59 837 682 258 21 1542 Number 3 18 2 12 1 6 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 63 890 733 0 22 1590 Adj No. of Lanes 123114 Peak Hour Factor 0.94 0.94 0.93 0.93 0.97 0.97 Percent Heavy Veh, %000000 Cap, veh/h 451 805 2500 758 88 3718 Arrive On Green 0.28 0.28 1.00 0.00 0.05 0.64 Sat Flow, veh/h 1619 2890 4794 1445 1619 6086 Grp Volume(v), veh/h 63 890 733 0 22 1590 Grp Sat Flow(s),veh/h/ln 1619 1445 1547 1445 1619 1462 Q Serve(g_s), s 2.0 19.5 0.0 0.0 0.9 9.5 Cycle Q Clear(g_c), s 2.0 19.5 0.0 0.0 0.9 9.5 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 451 805 2500 758 88 3718 V/C Ratio(X) 0.14 1.11 0.29 0.00 0.25 0.43 Avail Cap(c_a), veh/h 451 805 2500 758 409 3718 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.98 0.00 1.00 1.00 Uniform Delay (d), s/veh 19.0 25.2 0.0 0.0 31.7 6.4 Incr Delay (d2), s/veh 0.1 64.7 0.3 0.0 0.6 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 15.0 0.1 0.0 0.4 3.8 LnGrp Delay(d),s/veh 19.0 89.9 0.3 0.0 32.3 6.7 LnGrp LOS B F A C A Approach Vol, veh/h 953 733 1612 Approach Delay, s/veh 85.2 0.3 7.1 Approach LOS F A A Timer 12345678 Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 6.8 40.7 47.5 22.5 Change Period (Y+Rc), s * 4.7 5.0 5.0 5.5 Max Green Setting (Gmax), s * 16 21.8 42.5 17.0 Max Q Clear Time (g_c+I1), s 2.9 2.0 11.5 21.5 Green Ext Time (p_c), s 0.0 15.4 21.6 0.0 Intersection Summary HCM 2010 Ctrl Delay 28.2 HCM 2010 LOS C Notes HCM 2010 Signalized Intersection Summary 2: Harbor Blvd & I-5 SB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 + P AM - Synchro 9 Report Iteris Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 212 329 43 802 835 646 Future Volume (veh/h) 212 329 43 802 835 646 Number 7 14 5 2 6 16 Initial Q (Qb), veh 0 00000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 249 0 46 853 888 0 Adj No. of Lanes 2 11431 Peak Hour Factor 0.85 0.85 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00000 Cap, veh/h 913 420 244 3646 2027 611 Arrive On Green 0.29 0.00 0.15 0.62 0.87 0.00 Sat Flow, veh/h 3141 1445 1619 6086 4794 1445 Grp Volume(v), veh/h 249 0 46 853 888 0 Grp Sat Flow(s),veh/h/ln1570 1445 1619 1462 1547 1445 Q Serve(g_s), s 4.3 0.0 1.7 4.5 2.7 0.0 Cycle Q Clear(g_c), s 4.3 0.0 1.7 4.5 2.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 913 420 244 3646 2027 611 V/C Ratio(X) 0.27 0.00 0.19 0.23 0.44 0.00 Avail Cap(c_a), veh/h 942 434 386 3646 2027 611 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.91 0.00 Uniform Delay (d), s/veh19.1 0.0 26.0 5.8 2.7 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.1 0.2 0.6 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.8 0.0 0.8 1.8 1.1 0.0 LnGrp Delay(d),s/veh 19.2 0.0 26.1 6.0 3.3 0.0 LnGrp LOS B C A A Approach Vol, veh/h 249 899 888 Approach Delay, s/veh 19.2 7.0 3.3 Approach LOS B A A Timer 1 2345678 Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 46.6 23.4 13.1 33.6 Change Period (Y+Rc), s 5.0 5.5 * 4.2 5.0 Max Green Setting (Gmax), s 41.0 18.5 * 15 21.8 Max Q Clear Time (g_c+I1), s 6.5 6.3 3.7 4.7 Green Ext Time (p_c), s 16.3 0.5 0.0 10.8 Intersection Summary HCM 2010 Ctrl Delay 6.9 HCM 2010 LOS A Notes HCM 2010 TWSC 5: North Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 + P AM - Synchro 9 Report Iteris Page 5 Intersection Int Delay, s/veh 0.5 Movement EBL EBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h 12 5 217 14 2 109 Future Vol, veh/h 12 5 217 14 2 109 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 150 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 12 5 217 14 2 109 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 330 217 0 0 217 0 Stage 1 217 - - - - - Stage 2 113 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 669 828 - - 1365 - Stage 1 824 - - - - - Stage 2 917 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 668 828 - - 1365 - Mov Cap-2 Maneuver 668 - - - - - Stage 1 824 - - - - - Stage 2 916 - - - - - Approach EB SE NW HCM Control Delay, s 10.2 0 0.1 HCM LOS B Minor Lane/Major Mvmt NWL NWTEBLn1 SET SER Capacity (veh/h) 1365 - 708 - - HCM Lane V/C Ratio 0.001 - 0.024 - - HCM Control Delay (s) 7.6 - 10.2 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 2010 TWSC 6: South Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 + P AM - Synchro 9 Report Iteris Page 6 Intersection Int Delay, s/veh 0.5 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 222 0 9 105 5 7 Future Vol, veh/h 222 0 9 105 5 7 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 150 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 222 0 9 105 5 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 222 0 345 222 Stage 1 - - - - 222 - Stage 2 - - - - 123 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1359 - 656 823 Stage 1 - - - - 820 - Stage 2 - - - - 907 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1359 - 652 823 Mov Cap-2 Maneuver - - - - 652 - Stage 1 - - - - 820 - Stage 2 - - - - 901 - Approach SE NW NE HCM Control Delay, s 0 0.6 9.9 HCM LOS A Minor Lane/Major Mvmt NELn1 NWL NWT SET SER Capacity (veh/h) 742 1359 - - - HCM Lane V/C Ratio 0.016 0.007 - - - HCM Control Delay (s) 9.9 7.7 - - - HCM Lane LOS A A - - - HCM 95th %tile Q(veh) 0 0 - - - HCM 2010 Signalized Intersection Summary 10: Anaheim Blvd & Manchester Ave/Manchester Ave/I-5 SB On 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 + P AM - Synchro 9 Report Iteris Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 307 170 101 0 134 0 65 759 12 519 638 135 Future Volume (veh/h) 307 170 101 0 134 0 65 759 12 519 638 135 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 0 1700 0 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 353 195 116 0 174 0 71 825 13 558 686 145 Adj No. of Lanes 240030130230 Peak Hour Factor 0.87 0.87 0.87 0.77 0.77 0.77 0.92 0.92 0.92 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 361 1023 337 0 387 0 88 2106 33 605 2269 474 Arrive On Green 0.12 0.23 0.23 0.00 0.08 0.00 0.05 0.45 0.45 0.19 0.59 0.59 Sat Flow, veh/h 3141 4386 1445 0 4947 0 1619 4707 74 3141 3849 803 Grp Volume(v), veh/h 353 195 116 0 174 0 71 542 296 558 550 281 Grp Sat Flow(s),veh/h/ln 1570 1462 1445 0 1547 0 1619 1547 1687 1570 1547 1558 Q Serve(g_s), s 13.4 4.3 8.0 0.0 4.3 0.0 5.2 14.1 14.1 20.9 10.6 10.8 Cycle Q Clear(g_c), s 13.4 4.3 8.0 0.0 4.3 0.0 5.2 14.1 14.1 20.9 10.6 10.8 Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.04 1.00 0.52 Lane Grp Cap(c), veh/h 361 1023 337 0 387 0 88 1385 755 605 1824 919 V/C Ratio(X) 0.98 0.19 0.34 0.00 0.45 0.00 0.80 0.39 0.39 0.92 0.30 0.31 Avail Cap(c_a), veh/h 361 1864 614 0 1276 0 152 1385 755 623 1824 919 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.9 36.9 38.3 0.0 52.4 0.0 56.1 22.2 22.2 47.6 12.3 12.3 Incr Delay (d2), s/veh 41.0 0.1 0.6 0.0 0.3 0.0 11.7 0.8 1.5 18.9 0.4 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.9 1.7 3.2 0.0 1.8 0.0 2.6 6.2 6.9 10.7 4.6 4.8 LnGrp Delay(d),s/veh 93.9 37.0 38.9 0.0 52.7 0.0 67.8 23.0 23.7 66.4 12.7 13.2 LnGrp LOS F D D D E C C E B B Approach Vol, veh/h 664 174 909 1389 Approach Delay, s/veh 67.6 52.7 26.8 34.4 Approach LOS E D C C Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 28.3 58.7 33.0 11.3 75.7 18.0 15.0 Change Period (Y+Rc), s * 5.2 5.0 5.0 * 4.7 5.0 * 4.2 5.0 Max Green Setting (Gmax), s * 24 30.0 51.0 * 11 43.0 * 14 33.0 Max Q Clear Time (g_c+I1), s 22.9 16.1 10.0 7.2 12.8 15.4 6.3 Green Ext Time (p_c), s 0.2 11.5 2.8 0.0 21.6 0.0 2.7 Intersection Summary HCM 2010 Ctrl Delay 40.2 HCM 2010 LOS D Notes HCM 2010 Signalized Intersection Summary 1: Harbor Blvd & I-5 NB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 + P PM - Synchro 9 Report Iteris Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 38 716 1238 492 48 1435 Future Volume (veh/h) 38 716 1238 492 48 1435 Number 3 18 2 12 1 6 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 40 762 1331 0 49 1479 Adj No. of Lanes 123114 Peak Hour Factor 0.94 0.94 0.93 0.93 0.97 0.97 Percent Heavy Veh, %000000 Cap, veh/h 439 784 2428 735 125 3759 Arrive On Green 0.27 0.27 1.00 0.00 0.08 0.64 Sat Flow, veh/h 1619 2890 4794 1445 1619 6086 Grp Volume(v), veh/h 40 762 1331 0 49 1479 Grp Sat Flow(s),veh/h/ln 1619 1445 1547 1445 1619 1462 Q Serve(g_s), s 1.3 18.3 0.0 0.0 2.0 8.5 Cycle Q Clear(g_c), s 1.3 18.3 0.0 0.0 2.0 8.5 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 439 784 2428 735 125 3759 V/C Ratio(X) 0.09 0.97 0.55 0.00 0.39 0.39 Avail Cap(c_a), veh/h 439 784 2428 735 393 3759 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.91 0.00 1.00 1.00 Uniform Delay (d), s/veh 19.0 25.2 0.0 0.0 30.8 6.0 Incr Delay (d2), s/veh 0.0 25.1 0.8 0.0 0.7 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 9.9 0.2 0.0 0.9 3.5 LnGrp Delay(d),s/veh 19.1 50.3 0.8 0.0 31.5 6.3 LnGrp LOS B D A C A Approach Vol, veh/h 802 1331 1528 Approach Delay, s/veh 48.7 0.8 7.1 Approach LOS D A A Timer 12345678 Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 8.4 39.6 48.0 22.0 Change Period (Y+Rc), s * 4.7 5.0 5.0 5.5 Max Green Setting (Gmax), s * 15 23.0 43.0 16.5 Max Q Clear Time (g_c+I1), s 4.0 2.0 10.5 20.3 Green Ext Time (p_c), s 0.0 18.1 26.2 0.0 Intersection Summary HCM 2010 Ctrl Delay 13.9 HCM 2010 LOS B Notes HCM 2010 Signalized Intersection Summary 2: Harbor Blvd & I-5 SB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 + P PM - Synchro 9 Report Iteris Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 249 338 69 1483 786 716 Future Volume (veh/h) 249 338 69 1483 786 716 Number 7 14 5 2 6 16 Initial Q (Qb), veh 0 00000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 293 0 73 1578 836 0 Adj No. of Lanes 2 11431 Peak Hour Factor 0.85 0.85 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00000 Cap, veh/h 917 422 302 3639 1856 557 Arrive On Green 0.29 0.00 0.19 0.62 0.80 0.00 Sat Flow, veh/h 3141 1445 1619 6086 4794 1445 Grp Volume(v), veh/h 293 0 73 1578 836 0 Grp Sat Flow(s),veh/h/ln1570 1445 1619 1462 1547 1445 Q Serve(g_s), s 5.1 0.0 2.7 9.8 3.9 0.0 Cycle Q Clear(g_c), s 5.1 0.0 2.7 9.8 3.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 917 422 302 3639 1856 557 V/C Ratio(X) 0.32 0.00 0.24 0.43 0.45 0.00 Avail Cap(c_a), veh/h 942 434 386 3639 1856 557 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.93 0.00 Uniform Delay (d), s/veh19.3 0.0 24.2 6.8 4.6 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.2 0.4 0.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.2 0.0 1.2 3.9 1.7 0.0 LnGrp Delay(d),s/veh 19.4 0.0 24.4 7.2 5.3 0.0 LnGrp LOS B C A A Approach Vol, veh/h 293 1651 836 Approach Delay, s/veh 19.4 8.0 5.3 Approach LOS B A A Timer 1 2345678 Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 46.6 23.4 15.6 31.0 Change Period (Y+Rc), s 5.0 5.5 * 4.2 5.0 Max Green Setting (Gmax), s 41.0 18.5 * 15 21.8 Max Q Clear Time (g_c+I1), s 11.8 7.1 4.7 5.9 Green Ext Time (p_c), s 21.4 0.6 0.1 13.1 Intersection Summary HCM 2010 Ctrl Delay 8.4 HCM 2010 LOS A Notes HCM 2010 TWSC 5: North Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 + P PM - Synchro 9 Report Iteris Page 5 Intersection Int Delay, s/veh 0.5 Movement EBL EBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h 16 2 160 5 7 306 Future Vol, veh/h 16 2 160 5 7 306 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 150 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 16 2 160 5 7 306 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 480 160 0 0 160 0 Stage 1 160 - - - - - Stage 2 320 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 548 890 - - 1432 - Stage 1 874 - - - - - Stage 2 741 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 545 890 - - 1432 - Mov Cap-2 Maneuver 545 - - - - - Stage 1 874 - - - - - Stage 2 737 - - - - - Approach EB SE NW HCM Control Delay, s 11.5 0 0.2 HCM LOS B Minor Lane/Major Mvmt NWL NWTEBLn1 SET SER Capacity (veh/h) 1432 - 570 - - HCM Lane V/C Ratio 0.005 - 0.032 - - HCM Control Delay (s) 7.5 - 11.5 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 2010 TWSC 6: South Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 + P PM - Synchro 9 Report Iteris Page 6 Intersection Int Delay, s/veh 0.6 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 160 0 12 309 7 14 Future Vol, veh/h 160 0 12 309 7 14 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 150 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 160 0 12 309 7 14 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 160 0 493 160 Stage 1 - - - - 160 - Stage 2 - - - - 333 - Critical Hdwy - - 4.1 - 7.1 6.2 Critical Hdwy Stg 1 - - - - 6.1 - Critical Hdwy Stg 2 - - - - 6.1 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1432 - 490 890 Stage 1 - - - - 847 - Stage 2 - - - - 685 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1432 - 487 890 Mov Cap-2 Maneuver - - - - 487 - Stage 1 - - - - 847 - Stage 2 - - - - 679 - Approach SE NW NE HCM Control Delay, s 0 0.3 10.3 HCM LOS B Minor Lane/Major Mvmt NELn1 NWL NWT SET SER Capacity (veh/h) 698 1432 - - - HCM Lane V/C Ratio 0.03 0.008 - - - HCM Control Delay (s) 10.3 7.5 - - - HCM Lane LOS B A - - - HCM 95th %tile Q(veh) 0.1 0 - - - HCM 2010 Signalized Intersection Summary 10: Anaheim Blvd & Manchester Ave/Manchester Ave/I-5 SB On 04/06/2017 1441 S. Manchester Ave Hotel TIA 2018 + P PM - Synchro 9 Report Iteris Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 370 392 192 0 320 0 66 923 12 542 749 98 Future Volume (veh/h) 370 392 192 0 320 0 66 923 12 542 749 98 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 0 1700 0 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 425 451 221 0 416 0 72 1003 13 583 805 105 Adj No. of Lanes 240030130230 Peak Hour Factor 0.87 0.87 0.87 0.77 0.77 0.77 0.92 0.92 0.92 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 361 1324 436 0 705 0 90 1762 23 623 2164 281 Arrive On Green 0.12 0.30 0.30 0.00 0.15 0.00 0.06 0.37 0.37 0.20 0.52 0.52 Sat Flow, veh/h 3141 4386 1445 0 4947 0 1619 4722 61 3141 4159 539 Grp Volume(v), veh/h 425 451 221 0 416 0 72 657 359 583 598 312 Grp Sat Flow(s),veh/h/ln 1570 1462 1445 0 1547 0 1619 1547 1689 1570 1547 1605 Q Serve(g_s), s 13.8 9.6 15.1 0.0 10.0 0.0 5.3 20.3 20.3 21.9 13.8 13.9 Cycle Q Clear(g_c), s 13.8 9.6 15.1 0.0 10.0 0.0 5.3 20.3 20.3 21.9 13.8 13.9 Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.04 1.00 0.34 Lane Grp Cap(c), veh/h 361 1324 436 0 705 0 90 1155 630 623 1610 835 V/C Ratio(X) 1.18 0.34 0.51 0.00 0.59 0.00 0.80 0.57 0.57 0.94 0.37 0.37 Avail Cap(c_a), veh/h 361 1864 614 0 1276 0 152 1155 630 623 1610 835 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 53.1 32.6 34.5 0.0 47.4 0.0 56.0 29.9 29.9 47.3 17.1 17.1 Incr Delay (d2), s/veh 104.7 0.2 0.9 0.0 0.3 0.0 11.6 2.0 3.7 21.4 0.7 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 11.2 3.9 6.1 0.0 4.3 0.0 2.6 9.0 10.1 11.3 6.0 6.5 LnGrp Delay(d),s/veh 157.8 32.8 35.4 0.0 47.7 0.0 67.7 32.0 33.6 68.8 17.8 18.4 LnGrp LOS F C D D E C C E B B Approach Vol, veh/h 1097 416 1088 1493 Approach Delay, s/veh 81.7 47.7 34.9 37.8 Approach LOS F D C D Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 29.0 49.8 41.2 11.3 67.4 18.0 23.2 Change Period (Y+Rc), s * 5.2 5.0 5.0 * 4.7 5.0 * 4.2 5.0 Max Green Setting (Gmax), s * 24 30.0 51.0 * 11 43.0 * 14 33.0 Max Q Clear Time (g_c+I1), s 23.9 22.3 17.1 7.3 15.9 15.8 12.0 Green Ext Time (p_c), s 0.0 7.1 7.0 0.0 22.2 0.0 6.2 Intersection Summary HCM 2010 Ctrl Delay 49.8 HCM 2010 LOS D Notes HCM 2010 Signalized Intersection Summary 1: Harbor Blvd & I-5 NB Ramps 04/11/2017 1441 S. Manchester Ave Hotel TIA 2035 AM - Synchro 9 Report Iteris Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 67 1308 806 314 27 2373 Future Volume (veh/h) 67 1308 806 314 27 2373 Number 3 18 2 12 1 6 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 71 1391 867 0 28 2446 Adj No. of Lanes 123114 Peak Hour Factor 0.94 0.94 0.93 0.93 0.97 0.97 Percent Heavy Veh, %000000 Cap, veh/h 740 1321 1643 491 98 2673 Arrive On Green 0.46 0.46 0.71 0.00 0.06 0.46 Sat Flow, veh/h 1619 2890 4794 1445 1619 6086 Grp Volume(v), veh/h 71 1391 867 0 28 2446 Grp Sat Flow(s),veh/h/ln 1619 1445 1547 1445 1619 1462 Q Serve(g_s), s 1.7 32.0 6.1 0.0 1.2 27.3 Cycle Q Clear(g_c), s 1.7 32.0 6.1 0.0 1.2 27.3 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 740 1321 1643 491 98 2673 V/C Ratio(X) 0.10 1.05 0.53 0.00 0.29 0.91 Avail Cap(c_a), veh/h 740 1321 1643 491 178 2673 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.97 0.00 1.00 1.00 Uniform Delay (d), s/veh 10.8 19.0 7.5 0.0 31.5 17.7 Incr Delay (d2), s/veh 0.0 40.0 1.2 0.0 0.6 6.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 20.0 2.6 0.0 0.5 12.0 LnGrp Delay(d),s/veh 10.8 59.0 8.7 0.0 32.0 24.0 LnGrp LOS B F A C C Approach Vol, veh/h 1462 867 2474 Approach Delay, s/veh 56.6 8.7 24.1 Approach LOS E A C Timer 12345678 Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 7.2 27.8 35.0 35.0 Change Period (Y+Rc), s * 4.7 5.0 5.0 5.5 Max Green Setting (Gmax), s * 6 19.3 30.0 29.5 Max Q Clear Time (g_c+I1), s 3.2 8.1 29.3 34.0 Green Ext Time (p_c), s 0.0 10.8 0.7 0.0 Intersection Summary HCM 2010 Ctrl Delay 31.2 HCM 2010 LOS C Notes HCM 2010 Signalized Intersection Summary 2: Harbor Blvd & I-5 SB Ramps 04/11/2017 1441 S. Manchester Ave Hotel TIA 2035 AM - Synchro 9 Report Iteris Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 226 456 55 947 1848 745 Future Volume (veh/h) 226 456 55 947 1848 745 Number 7 14 5 2 6 16 Initial Q (Qb), veh 0 00000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 266 0 59 1007 1966 0 Adj No. of Lanes 2 11431 Peak Hour Factor 0.85 0.85 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00000 Cap, veh/h 915 421 276 3643 1934 581 Arrive On Green 0.29 0.00 0.17 0.62 0.83 0.00 Sat Flow, veh/h 3141 1445 1619 6086 4794 1445 Grp Volume(v), veh/h 266 0 59 1007 1966 0 Grp Sat Flow(s),veh/h/ln1570 1445 1619 1462 1547 1445 Q Serve(g_s), s 4.6 0.0 2.2 5.5 29.2 0.0 Cycle Q Clear(g_c), s 4.6 0.0 2.2 5.5 29.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 915 421 276 3643 1934 581 V/C Ratio(X) 0.29 0.00 0.21 0.28 1.02 0.00 Avail Cap(c_a), veh/h 942 434 386 3643 1934 581 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.50 0.00 Uniform Delay (d), s/veh19.2 0.0 25.0 6.0 5.8 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.1 0.2 18.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.0 0.0 1.0 2.2 14.1 0.0 LnGrp Delay(d),s/veh 19.3 0.0 25.1 6.2 24.6 0.0 LnGrp LOS B C A F Approach Vol, veh/h 266 1066 1966 Approach Delay, s/veh 19.3 7.2 24.6 Approach LOS B A C Timer 1 2345678 Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 46.6 23.4 14.4 32.2 Change Period (Y+Rc), s 5.0 5.5 * 4.2 5.0 Max Green Setting (Gmax), s 41.0 18.5 * 15 21.8 Max Q Clear Time (g_c+I1), s 7.5 6.6 4.2 31.2 Green Ext Time (p_c), s 28.3 0.5 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 18.6 HCM 2010 LOS B Notes HCM 2010 TWSC 5: North Driveway & Manchester Ave 04/11/2017 1441 S. Manchester Ave Hotel TIA 2035 AM - Synchro 9 Report Iteris Page 5 Intersection Int Delay, s/veh 0.1 Movement EBL EBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h 3 5 1165 5 2 589 Future Vol, veh/h 3 5 1165 5 2 589 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 3 5 1165 5 2 589 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1467 585 0 0 1170 0 Stage 1 1168 - - - - - Stage 2 299 - - - - - Critical Hdwy 6.8 6.9 - - 4.1 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 121 459 - - 604 - Stage 1 262 - - - - - Stage 2 732 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 121 459 - - 604 - Mov Cap-2 Maneuver 121 - - - - - Stage 1 262 - - - - - Stage 2 730 - - - - - Approach EB SE NW HCM Control Delay, s 21.7 0 0 HCM LOS C Minor Lane/Major Mvmt NWL NWTEBLn1 SET SER Capacity (veh/h) 604 - 224 - - HCM Lane V/C Ratio 0.003 - 0.036 - - HCM Control Delay (s) 11 - 21.7 - - HCM Lane LOS B - C - - HCM 95th %tile Q(veh) 0 - 0.1 - - HCM 2010 TWSC 6: South Driveway & Manchester Ave 04/11/2017 1441 S. Manchester Ave Hotel TIA 2035 AM - Synchro 9 Report Iteris Page 6 Intersection Int Delay, s/veh 0.1 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 1170 0 0 586 5 1 Future Vol, veh/h 1170 0 0 586 5 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 150 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 1170 0 0 586 5 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1170 0 1463 585 Stage 1 - - - - 1170 - Stage 2 - - - - 293 - Critical Hdwy - - 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 604 - 122 459 Stage 1 - - - - 261 - Stage 2 - - - - 737 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 604 - 122 459 Mov Cap-2 Maneuver - - - - 122 - Stage 1 - - - - 261 - Stage 2 - - - - 737 - Approach SE NW NE HCM Control Delay, s 0 0 32.1 HCM LOS D Minor Lane/Major Mvmt NELn1 NWL NWT SET SER Capacity (veh/h) 139 604 - - - HCM Lane V/C Ratio 0.043 ---- HCM Control Delay (s) 32.1 0 - - - HCM Lane LOS D A - - - HCM 95th %tile Q(veh) 0.1 0 - - - HCM 2010 Signalized Intersection Summary 10: Anaheim Blvd & Manchester Ave/Manchester Ave/I-5 SB On 04/11/2017 1441 S. Manchester Ave Hotel TIA 2035 AM - Synchro 9 Report Iteris Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 300 871 325 0 514 0 87 821 15 526 1072 258 Future Volume (veh/h) 300 871 325 0 514 0 87 821 15 526 1072 258 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 0 1700 0 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 345 1001 374 0 668 0 95 892 16 566 1153 277 Adj No. of Lanes 240030130230 Peak Hour Factor 0.87 0.87 0.87 0.77 0.77 0.77 0.92 0.92 0.92 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 361 1675 552 0 1077 0 116 1393 25 611 1584 381 Arrive On Green 0.12 0.38 0.38 0.00 0.23 0.00 0.07 0.30 0.30 0.19 0.42 0.42 Sat Flow, veh/h 3141 4386 1445 0 4947 0 1619 4695 84 3141 3738 898 Grp Volume(v), veh/h 345 1001 374 0 668 0 95 588 320 566 954 476 Grp Sat Flow(s),veh/h/ln 1570 1462 1445 0 1547 0 1619 1547 1685 1570 1547 1542 Q Serve(g_s), s 13.1 21.9 25.9 0.0 15.5 0.0 6.9 19.8 19.8 21.2 30.8 30.8 Cycle Q Clear(g_c), s 13.1 21.9 25.9 0.0 15.5 0.0 6.9 19.8 19.8 21.2 30.8 30.8 Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.05 1.00 0.58 Lane Grp Cap(c), veh/h 361 1675 552 0 1077 0 116 918 500 611 1311 653 V/C Ratio(X) 0.96 0.60 0.68 0.00 0.62 0.00 0.82 0.64 0.64 0.93 0.73 0.73 Avail Cap(c_a), veh/h 361 1864 614 0 1276 0 152 918 500 623 1311 653 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.8 29.7 30.9 0.0 41.3 0.0 54.9 36.6 36.6 47.5 28.8 28.8 Incr Delay (d2), s/veh 35.4 0.4 2.6 0.0 0.3 0.0 20.6 3.4 6.2 19.5 3.6 7.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.5 8.9 10.7 0.0 6.7 0.0 3.8 8.8 10.0 10.9 13.8 14.3 LnGrp Delay(d),s/veh 88.2 30.1 33.5 0.0 41.7 0.0 75.5 40.0 42.8 67.0 32.4 35.8 LnGrp LOS F C C D E D D E C D Approach Vol, veh/h 1720 668 1003 1996 Approach Delay, s/veh 42.5 41.7 44.3 43.0 Approach LOS DDDD Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 28.6 40.6 50.8 13.3 55.9 18.0 32.8 Change Period (Y+Rc), s * 5.2 5.0 5.0 * 4.7 5.0 * 4.2 5.0 Max Green Setting (Gmax), s * 24 30.0 51.0 * 11 43.0 * 14 33.0 Max Q Clear Time (g_c+I1), s 23.2 21.8 27.9 8.9 32.8 15.1 17.5 Green Ext Time (p_c), s 0.1 7.8 13.5 0.0 9.6 0.0 10.3 Intersection Summary HCM 2010 Ctrl Delay 42.9 HCM 2010 LOS D Notes HCM 2010 Signalized Intersection Summary 1: Harbor Blvd & I-5 NB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA 2035 PM - Synchro 9 Report Iteris Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 43 1438 2064 564 61 1749 Future Volume (veh/h) 43 1438 2064 564 61 1749 Number 3 18 2 12 1 6 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 46 1530 2219 0 63 1803 Adj No. of Lanes 123114 Peak Hour Factor 0.94 0.94 0.93 0.93 0.97 0.97 Percent Heavy Veh, %000000 Cap, veh/h 555 991 2059 621 137 3342 Arrive On Green 0.34 0.34 0.89 0.00 0.08 0.57 Sat Flow, veh/h 1619 2890 4794 1445 1619 6086 Grp Volume(v), veh/h 46 1530 2219 0 63 1803 Grp Sat Flow(s),veh/h/ln 1619 1445 1547 1445 1619 1462 Q Serve(g_s), s 1.3 24.0 31.1 0.0 2.6 13.4 Cycle Q Clear(g_c), s 1.3 24.0 31.1 0.0 2.6 13.4 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 555 991 2059 621 137 3342 V/C Ratio(X) 0.08 1.54 1.08 0.00 0.46 0.54 Avail Cap(c_a), veh/h 555 991 2059 621 178 3342 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.78 0.00 1.00 1.00 Uniform Delay (d), s/veh 15.6 23.0 3.9 0.0 30.5 9.3 Incr Delay (d2), s/veh 0.0 249.9 42.6 0.0 0.9 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 43.9 18.4 0.0 1.2 5.4 LnGrp Delay(d),s/veh 15.6 272.9 46.6 0.0 31.4 9.9 LnGrp LOS B F F C A Approach Vol, veh/h 1576 2219 1866 Approach Delay, s/veh 265.4 46.6 10.6 Approach LOS F D B Timer 12345678 Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 8.9 34.1 43.0 27.0 Change Period (Y+Rc), s * 4.7 5.0 5.0 5.5 Max Green Setting (Gmax), s * 6 27.3 38.0 21.5 Max Q Clear Time (g_c+I1), s 4.6 33.1 15.4 26.0 Green Ext Time (p_c), s 0.0 0.0 22.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 95.6 HCM 2010 LOS F Notes HCM 2010 Signalized Intersection Summary 2: Harbor Blvd & I-5 SB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA 2035 PM - Synchro 9 Report Iteris Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 268 321 86 2127 1146 803 Future Volume (veh/h) 268 321 86 2127 1146 803 Number 7 14 5 2 6 16 Initial Q (Qb), veh 0 00000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 315 0 91 2263 1219 0 Adj No. of Lanes 2 11431 Peak Hour Factor 0.85 0.85 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00000 Cap, veh/h 918 422 327 3637 1783 535 Arrive On Green 0.29 0.00 0.20 0.62 0.77 0.00 Sat Flow, veh/h 3141 1445 1619 6086 4794 1445 Grp Volume(v), veh/h 315 0 91 2263 1219 0 Grp Sat Flow(s),veh/h/ln1570 1445 1619 1462 1547 1445 Q Serve(g_s), s 5.5 0.0 3.3 16.7 9.0 0.0 Cycle Q Clear(g_c), s 5.5 0.0 3.3 16.7 9.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 918 422 327 3637 1783 535 V/C Ratio(X) 0.34 0.00 0.28 0.62 0.68 0.00 Avail Cap(c_a), veh/h 942 434 386 3637 1783 535 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.77 0.00 Uniform Delay (d), s/veh19.5 0.0 23.6 8.2 6.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.2 0.8 1.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.4 0.0 1.5 6.8 3.9 0.0 LnGrp Delay(d),s/veh 19.6 0.0 23.8 9.0 7.7 0.0 LnGrp LOS B C A A Approach Vol, veh/h 315 2354 1219 Approach Delay, s/veh 19.6 9.5 7.7 Approach LOS B A A Timer 1 2345678 Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 46.5 23.5 16.6 29.9 Change Period (Y+Rc), s 5.0 5.5 * 4.2 5.0 Max Green Setting (Gmax), s 41.0 18.5 * 15 21.8 Max Q Clear Time (g_c+I1), s 18.7 7.5 5.3 11.0 Green Ext Time (p_c), s 21.0 0.6 0.1 10.5 Intersection Summary HCM 2010 Ctrl Delay 9.8 HCM 2010 LOS A Notes HCM 2010 TWSC 5: North Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA 2035 PM - Synchro 9 Report Iteris Page 5 Intersection Int Delay, s/veh 0.2 Movement EBL EBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h 8 2 723 2 7 1154 Future Vol, veh/h 8 2 723 2 7 1154 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 8 2 723 2 7 1154 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1315 363 0 0 725 0 Stage 1 724 - - - - - Stage 2 591 - - - - - Critical Hdwy 6.8 6.9 - - 4.1 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 152 640 - - 887 - Stage 1 446 - - - - - Stage 2 522 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 151 640 - - 887 - Mov Cap-2 Maneuver 151 - - - - - Stage 1 446 - - - - - Stage 2 518 - - - - - Approach EB SE NW HCM Control Delay, s 26.4 0 0.1 HCM LOS D Minor Lane/Major Mvmt NWL NWTEBLn1 SET SER Capacity (veh/h) 887 - 178 - - HCM Lane V/C Ratio 0.008 - 0.056 - - HCM Control Delay (s) 9.1 - 26.4 - - HCM Lane LOS A - D - - HCM 95th %tile Q(veh) 0 - 0.2 - - HCM 2010 TWSC 6: South Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA 2035 PM - Synchro 9 Report Iteris Page 6 Intersection Int Delay, s/veh 0.2 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 725 0 0 1154 7 9 Future Vol, veh/h 725 0 0 1154 7 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 150 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 725 0 0 1154 7 9 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 725 0 1302 363 Stage 1 - - - - 725 - Stage 2 - - - - 577 - Critical Hdwy - - 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 887 - 155 640 Stage 1 - - - - 446 - Stage 2 - - - - 530 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 887 - 155 640 Mov Cap-2 Maneuver - - - - 155 - Stage 1 - - - - 446 - Stage 2 - - - - 530 - Approach SE NW NE HCM Control Delay, s 0 0 19.2 HCM LOS C Minor Lane/Major Mvmt NELn1 NWL NWT SET SER Capacity (veh/h) 270 887 - - - HCM Lane V/C Ratio 0.059 ---- HCM Control Delay (s) 19.2 0 - - - HCM Lane LOS C A - - - HCM 95th %tile Q(veh) 0.2 0 - - - HCM 2010 Signalized Intersection Summary 10: Anaheim Blvd & Manchester Ave/Manchester Ave/I-5 SB On 04/06/2017 1441 S. Manchester Ave Hotel TIA 2035 PM - Synchro 9 Report Iteris Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 695 918 236 0 816 0 254 1254 15 682 782 184 Future Volume (veh/h) 695 918 236 0 816 0 254 1254 15 682 782 184 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 0 1700 0 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 799 1055 271 0 1060 0 276 1363 16 733 841 198 Adj No. of Lanes 240030130230 Peak Hour Factor 0.87 0.87 0.87 0.77 0.77 0.77 0.92 0.92 0.92 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 623 1953 496 0 851 0 299 1261 15 597 1039 243 Arrive On Green 0.20 0.42 0.42 0.00 0.18 0.00 0.18 0.27 0.27 0.19 0.28 0.28 Sat Flow, veh/h 3141 4686 1190 0 4947 0 1619 4729 56 3141 3759 880 Grp Volume(v), veh/h 799 987 339 0 1060 0 276 892 487 733 691 348 Grp Sat Flow(s),veh/h/ln 1570 1462 1490 0 1547 0 1619 1547 1690 1570 1547 1545 Q Serve(g_s), s 23.8 20.3 20.6 0.0 22.0 0.0 20.1 32.0 32.0 22.8 25.0 25.2 Cycle Q Clear(g_c), s 23.8 20.3 20.6 0.0 22.0 0.0 20.1 32.0 32.0 22.8 25.0 25.2 Prop In Lane 1.00 0.80 0.00 0.00 1.00 0.03 1.00 0.57 Lane Grp Cap(c), veh/h 623 1828 621 0 851 0 299 825 451 597 855 427 V/C Ratio(X) 1.28 0.54 0.55 0.00 1.25 0.00 0.92 1.08 1.08 1.23 0.81 0.81 Avail Cap(c_a), veh/h 623 1828 621 0 851 0 301 825 451 597 855 427 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.1 26.3 26.4 0.0 49.0 0.0 48.1 44.0 44.0 48.6 40.4 40.5 Incr Delay (d2), s/veh 139.2 0.3 1.0 0.0 120.5 0.0 32.5 55.5 65.9 117.0 8.1 15.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 22.3 8.3 8.7 0.0 18.9 0.0 11.7 20.0 23.1 19.6 11.6 12.6 LnGrp Delay(d),s/veh 187.3 26.7 27.4 0.0 169.5 0.0 80.6 99.5 109.9 165.6 48.5 56.1 LnGrp LOS F C C F FFFFDE Approach Vol, veh/h 2125 1060 1655 1772 Approach Delay, s/veh 87.2 169.5 99.4 98.4 Approach LOS FFFF Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 28.0 37.0 55.0 26.8 38.2 28.0 27.0 Change Period (Y+Rc), s * 5.2 5.0 5.0 * 4.7 5.0 * 4.2 5.0 Max Green Setting (Gmax), s * 23 32.0 50.0 * 22 33.0 * 24 22.0 Max Q Clear Time (g_c+I1), s 24.8 34.0 22.6 22.1 27.2 25.8 24.0 Green Ext Time (p_c), s 0.0 0.0 16.9 0.0 5.6 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 106.4 HCM 2010 LOS F Notes HCM 2010 Signalized Intersection Summary 1: Harbor Blvd & I-5 NB Ramps 04/11/2017 1441 S. Manchester Ave Hotel TIA 2035 + P AM - Synchro 9 Report Iteris Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 68 1308 808 318 27 2374 Future Volume (veh/h) 68 1308 808 318 27 2374 Number 3 18 2 12 1 6 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 72 1391 869 0 28 2447 Adj No. of Lanes 123114 Peak Hour Factor 0.94 0.94 0.93 0.93 0.97 0.97 Percent Heavy Veh, %000000 Cap, veh/h 740 1321 1643 491 98 2673 Arrive On Green 0.46 0.46 0.71 0.00 0.06 0.46 Sat Flow, veh/h 1619 2890 4794 1445 1619 6086 Grp Volume(v), veh/h 72 1391 869 0 28 2447 Grp Sat Flow(s),veh/h/ln 1619 1445 1547 1445 1619 1462 Q Serve(g_s), s 1.8 32.0 6.1 0.0 1.2 27.3 Cycle Q Clear(g_c), s 1.8 32.0 6.1 0.0 1.2 27.3 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 740 1321 1643 491 98 2673 V/C Ratio(X) 0.10 1.05 0.53 0.00 0.29 0.92 Avail Cap(c_a), veh/h 740 1321 1643 491 178 2673 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.97 0.00 1.00 1.00 Uniform Delay (d), s/veh 10.8 19.0 7.5 0.0 31.5 17.7 Incr Delay (d2), s/veh 0.0 40.0 1.2 0.0 0.6 6.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.8 20.0 2.6 0.0 0.5 12.0 LnGrp Delay(d),s/veh 10.8 59.0 8.7 0.0 32.0 24.0 LnGrp LOS B F A C C Approach Vol, veh/h 1463 869 2475 Approach Delay, s/veh 56.6 8.7 24.1 Approach LOS E A C Timer 12345678 Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 7.2 27.8 35.0 35.0 Change Period (Y+Rc), s * 4.7 5.0 5.0 5.5 Max Green Setting (Gmax), s * 6 19.3 30.0 29.5 Max Q Clear Time (g_c+I1), s 3.2 8.1 29.3 34.0 Green Ext Time (p_c), s 0.0 10.8 0.7 0.0 Intersection Summary HCM 2010 Ctrl Delay 31.2 HCM 2010 LOS C Notes HCM 2010 Signalized Intersection Summary 2: Harbor Blvd & I-5 SB Ramps 04/11/2017 1441 S. Manchester Ave Hotel TIA 2035 + P AM - Synchro 9 Report Iteris Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 226 462 55 953 1850 745 Future Volume (veh/h) 226 462 55 953 1850 745 Number 7 14 5 2 6 16 Initial Q (Qb), veh 0 00000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 266 0 59 1014 1968 0 Adj No. of Lanes 2 11431 Peak Hour Factor 0.85 0.85 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00000 Cap, veh/h 915 421 276 3643 1934 581 Arrive On Green 0.29 0.00 0.17 0.62 0.83 0.00 Sat Flow, veh/h 3141 1445 1619 6086 4794 1445 Grp Volume(v), veh/h 266 0 59 1014 1968 0 Grp Sat Flow(s),veh/h/ln1570 1445 1619 1462 1547 1445 Q Serve(g_s), s 4.6 0.0 2.2 5.5 29.2 0.0 Cycle Q Clear(g_c), s 4.6 0.0 2.2 5.5 29.2 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 915 421 276 3643 1934 581 V/C Ratio(X) 0.29 0.00 0.21 0.28 1.02 0.00 Avail Cap(c_a), veh/h 942 434 386 3643 1934 581 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.50 0.00 Uniform Delay (d), s/veh19.2 0.0 25.0 6.0 5.8 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.1 0.2 19.1 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.0 0.0 1.0 2.2 14.1 0.0 LnGrp Delay(d),s/veh 19.3 0.0 25.1 6.2 24.9 0.0 LnGrp LOS B C A F Approach Vol, veh/h 266 1073 1968 Approach Delay, s/veh 19.3 7.3 24.9 Approach LOS B A C Timer 1 2345678 Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 46.6 23.4 14.4 32.2 Change Period (Y+Rc), s 5.0 5.5 * 4.2 5.0 Max Green Setting (Gmax), s 41.0 18.5 * 15 21.8 Max Q Clear Time (g_c+I1), s 7.5 6.6 4.2 31.2 Green Ext Time (p_c), s 28.3 0.5 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 18.7 HCM 2010 LOS B Notes HCM 2010 TWSC 5: North Driveway & Manchester Ave 04/11/2017 1441 S. Manchester Ave Hotel TIA 2035 + P AM - Synchro 9 Report Iteris Page 5 Intersection Int Delay, s/veh 0.3 Movement EBL EBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h 12 5 1165 14 2 589 Future Vol, veh/h 12 5 1165 14 2 589 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 12 5 1165 14 2 589 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1471 590 0 0 1179 0 Stage 1 1172 - - - - - Stage 2 299 - - - - - Critical Hdwy 6.8 6.9 - - 4.1 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 120 456 - - 600 - Stage 1 261 - - - - - Stage 2 732 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 120 456 - - 600 - Mov Cap-2 Maneuver 120 - - - - - Stage 1 261 - - - - - Stage 2 730 - - - - - Approach EB SE NW HCM Control Delay, s 31.4 0 0 HCM LOS D Minor Lane/Major Mvmt NWL NWTEBLn1 SET SER Capacity (veh/h) 600 - 153 - - HCM Lane V/C Ratio 0.003 - 0.111 - - HCM Control Delay (s) 11 - 31.4 - - HCM Lane LOS B - D - - HCM 95th %tile Q(veh) 0 - 0.4 - - HCM 2010 TWSC 6: South Driveway & Manchester Ave 04/11/2017 1441 S. Manchester Ave Hotel TIA 2035 + P AM - Synchro 9 Report Iteris Page 6 Intersection Int Delay, s/veh 0.2 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 1170 0 9 586 5 7 Future Vol, veh/h 1170 0 9 586 5 7 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 150 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 1170 0 9 586 5 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 1170 0 1481 585 Stage 1 - - - - 1170 - Stage 2 - - - - 311 - Critical Hdwy - - 4.1 - 6.8 6.9 Critical Hdwy Stg 1 - - - - 5.8 - Critical Hdwy Stg 2 - - - - 5.8 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 604 - 118 459 Stage 1 - - - - 261 - Stage 2 - - - - 722 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 604 - 116 459 Mov Cap-2 Maneuver - - - - 116 - Stage 1 - - - - 261 - Stage 2 - - - - 711 - Approach SE NW NE HCM Control Delay, s 0 0.2 23.6 HCM LOS C Minor Lane/Major Mvmt NELn1 NWL NWT SET SER Capacity (veh/h) 206 604 - - - HCM Lane V/C Ratio 0.058 0.015 - - - HCM Control Delay (s) 23.6 11.1 - - - HCM Lane LOS C B - - - HCM 95th %tile Q(veh) 0.2 0 - - - HCM 2010 Signalized Intersection Summary 10: Anaheim Blvd & Manchester Ave/Manchester Ave/I-5 SB On 04/11/2017 1441 S. Manchester Ave Hotel TIA 2035 + P AM - Synchro 9 Report Iteris Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 301 876 326 0 521 0 88 821 15 526 1072 259 Future Volume (veh/h) 301 876 326 0 521 0 88 821 15 526 1072 259 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 0 1700 0 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 346 1007 375 0 677 0 96 892 16 566 1153 278 Adj No. of Lanes 240030130230 Peak Hour Factor 0.87 0.87 0.87 0.77 0.77 0.77 0.92 0.92 0.92 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 361 1682 554 0 1083 0 117 1386 25 611 1575 380 Arrive On Green 0.12 0.38 0.38 0.00 0.23 0.00 0.07 0.30 0.30 0.19 0.42 0.42 Sat Flow, veh/h 3141 4386 1445 0 4947 0 1619 4695 84 3141 3735 900 Grp Volume(v), veh/h 346 1007 375 0 677 0 96 588 320 566 955 476 Grp Sat Flow(s),veh/h/ln 1570 1462 1445 0 1547 0 1619 1547 1685 1570 1547 1541 Q Serve(g_s), s 13.1 22.0 25.9 0.0 15.7 0.0 7.0 19.8 19.9 21.2 31.0 31.0 Cycle Q Clear(g_c), s 13.1 22.0 25.9 0.0 15.7 0.0 7.0 19.8 19.9 21.2 31.0 31.0 Prop In Lane 1.00 1.00 0.00 0.00 1.00 0.05 1.00 0.58 Lane Grp Cap(c), veh/h 361 1682 554 0 1083 0 117 914 498 611 1305 650 V/C Ratio(X) 0.96 0.60 0.68 0.00 0.62 0.00 0.82 0.64 0.64 0.93 0.73 0.73 Avail Cap(c_a), veh/h 361 1864 614 0 1276 0 152 914 498 623 1305 650 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 52.8 29.6 30.8 0.0 41.3 0.0 54.9 36.8 36.8 47.5 29.0 29.0 Incr Delay (d2), s/veh 36.0 0.4 2.6 0.0 0.4 0.0 21.0 3.5 6.3 19.5 3.7 7.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.5 8.9 10.7 0.0 6.7 0.0 3.8 8.9 10.1 10.9 13.8 14.4 LnGrp Delay(d),s/veh 88.8 30.1 33.4 0.0 41.7 0.0 75.9 40.3 43.1 67.0 32.7 36.2 LnGrp LOS F C C D E D D E C D Approach Vol, veh/h 1728 677 1004 1997 Approach Delay, s/veh 42.6 41.7 44.6 43.2 Approach LOS DDDD Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 28.6 40.4 51.0 13.4 55.6 18.0 33.0 Change Period (Y+Rc), s * 5.2 5.0 5.0 * 4.7 5.0 * 4.2 5.0 Max Green Setting (Gmax), s * 24 30.0 51.0 * 11 43.0 * 14 33.0 Max Q Clear Time (g_c+I1), s 23.2 21.9 27.9 9.0 33.0 15.1 17.7 Green Ext Time (p_c), s 0.1 7.8 13.6 0.0 9.5 0.0 10.3 Intersection Summary HCM 2010 Ctrl Delay 43.1 HCM 2010 LOS D Notes HCM 2010 Signalized Intersection Summary 1: Harbor Blvd & I-5 NB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA 2035 + P PM - Synchro 9 Report Iteris Page 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 43 1438 2066 569 61 1749 Future Volume (veh/h) 43 1438 2066 569 61 1749 Number 3 18 2 12 1 6 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 46 1530 2222 0 63 1803 Adj No. of Lanes 123114 Peak Hour Factor 0.94 0.94 0.93 0.93 0.97 0.97 Percent Heavy Veh, %000000 Cap, veh/h 555 991 2059 621 137 3342 Arrive On Green 0.34 0.34 0.89 0.00 0.08 0.57 Sat Flow, veh/h 1619 2890 4794 1445 1619 6086 Grp Volume(v), veh/h 46 1530 2222 0 63 1803 Grp Sat Flow(s),veh/h/ln 1619 1445 1547 1445 1619 1462 Q Serve(g_s), s 1.3 24.0 31.1 0.0 2.6 13.4 Cycle Q Clear(g_c), s 1.3 24.0 31.1 0.0 2.6 13.4 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 555 991 2059 621 137 3342 V/C Ratio(X) 0.08 1.54 1.08 0.00 0.46 0.54 Avail Cap(c_a), veh/h 555 991 2059 621 178 3342 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.78 0.00 1.00 1.00 Uniform Delay (d), s/veh 15.6 23.0 3.9 0.0 30.5 9.3 Incr Delay (d2), s/veh 0.0 249.9 43.2 0.0 0.9 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 43.9 18.5 0.0 1.2 5.4 LnGrp Delay(d),s/veh 15.6 272.9 47.1 0.0 31.4 9.9 LnGrp LOS B F F C A Approach Vol, veh/h 1576 2222 1866 Approach Delay, s/veh 265.4 47.1 10.6 Approach LOS F D B Timer 12345678 Assigned Phs 1 2 6 8 Phs Duration (G+Y+Rc), s 8.9 34.1 43.0 27.0 Change Period (Y+Rc), s * 4.7 5.0 5.0 5.5 Max Green Setting (Gmax), s * 6 27.3 38.0 21.5 Max Q Clear Time (g_c+I1), s 4.6 33.1 15.4 26.0 Green Ext Time (p_c), s 0.0 0.0 22.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 95.8 HCM 2010 LOS F Notes HCM 2010 Signalized Intersection Summary 2: Harbor Blvd & I-5 SB Ramps 04/06/2017 1441 S. Manchester Ave Hotel TIA 2035 + P PM - Synchro 9 Report Iteris Page 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 268 323 86 2134 1147 803 Future Volume (veh/h) 268 323 86 2134 1147 803 Number 7 14 5 2 6 16 Initial Q (Qb), veh 0 00000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 315 0 91 2270 1220 0 Adj No. of Lanes 2 11431 Peak Hour Factor 0.85 0.85 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 0 00000 Cap, veh/h 918 422 327 3637 1783 535 Arrive On Green 0.29 0.00 0.20 0.62 0.77 0.00 Sat Flow, veh/h 3141 1445 1619 6086 4794 1445 Grp Volume(v), veh/h 315 0 91 2270 1220 0 Grp Sat Flow(s),veh/h/ln1570 1445 1619 1462 1547 1445 Q Serve(g_s), s 5.5 0.0 3.3 16.8 9.0 0.0 Cycle Q Clear(g_c), s 5.5 0.0 3.3 16.8 9.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 918 422 327 3637 1783 535 V/C Ratio(X) 0.34 0.00 0.28 0.62 0.68 0.00 Avail Cap(c_a), veh/h 942 434 386 3637 1783 535 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.77 0.00 Uniform Delay (d), s/veh19.5 0.0 23.6 8.2 6.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.2 0.8 1.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.4 0.0 1.5 6.8 3.9 0.0 LnGrp Delay(d),s/veh 19.6 0.0 23.8 9.0 7.7 0.0 LnGrp LOS B C A A Approach Vol, veh/h 315 2361 1220 Approach Delay, s/veh 19.6 9.6 7.7 Approach LOS B A A Timer 1 2345678 Assigned Phs 2 4 5 6 Phs Duration (G+Y+Rc), s 46.5 23.5 16.6 29.9 Change Period (Y+Rc), s 5.0 5.5 * 4.2 5.0 Max Green Setting (Gmax), s 41.0 18.5 * 15 21.8 Max Q Clear Time (g_c+I1), s 18.8 7.5 5.3 11.0 Green Ext Time (p_c), s 21.0 0.6 0.1 10.5 Intersection Summary HCM 2010 Ctrl Delay 9.8 HCM 2010 LOS A Notes HCM 2010 TWSC 5: North Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA 2035 + P PM - Synchro 9 Report Iteris Page 5 Intersection Int Delay, s/veh 0.3 Movement EBL EBR SET SER NWL NWT Lane Configurations Traffic Vol, veh/h 16 2 723 5 7 1154 Future Vol, veh/h 16 2 723 5 7 1154 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - 150 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 16 2 723 5 7 1154 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1314 362 0 0 723 0 Stage 1 723 - - - - - Stage 2 591 - - - - - Critical Hdwy 6.8 6.9 - - 4.1 - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 152 641 - - 889 - Stage 1 447 - - - - - Stage 2 522 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 151 641 - - 889 - Mov Cap-2 Maneuver 151 - - - - - Stage 1 447 - - - - - Stage 2 518 - - - - - Approach EB SE NW HCM Control Delay, s 29.5 0 0.1 HCM LOS D Minor Lane/Major Mvmt NWL NWTEBLn1 SET SER Capacity (veh/h) 889 - 165 - - HCM Lane V/C Ratio 0.008 - 0.109 - - HCM Control Delay (s) 9.1 - 29.5 - - HCM Lane LOS A - D - - HCM 95th %tile Q(veh) 0 - 0.4 - - HCM 2010 TWSC 6: South Driveway & Manchester Ave 04/06/2017 1441 S. Manchester Ave Hotel TIA 2035 + P PM - Synchro 9 Report Iteris Page 6 Intersection Int Delay, s/veh 0.3 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Vol, veh/h 725 0 12 1154 7 14 Future Vol, veh/h 725 0 12 1154 7 14 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 150 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 100 100 100 100 100 100 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 725 0 12 1154 7 14 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 725 0 1326 363 Stage 1 - - - - 725 - Stage 2 - - - - 601 - Critical Hdwy - - 4.1 - 7.5 6.9 Critical Hdwy Stg 1 - - - - 6.5 - Critical Hdwy Stg 2 - - - - 6.5 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 887 - 116 640 Stage 1 - - - - 387 - Stage 2 - - - - 459 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 887 - 115 640 Mov Cap-2 Maneuver - - - - 115 - Stage 1 - - - - 387 - Stage 2 - - - - 453 - Approach SE NW NE HCM Control Delay, s 0 0.1 20.4 HCM LOS C Minor Lane/Major Mvmt NELn1 NWL NWT SET SER Capacity (veh/h) 254 887 - - - HCM Lane V/C Ratio 0.083 0.014 - - - HCM Control Delay (s) 20.4 9.1 - - - HCM Lane LOS C A - - - HCM 95th %tile Q(veh) 0.3 0 - - - HCM 2010 Signalized Intersection Summary 10: Anaheim Blvd & Manchester Ave/Manchester Ave/I-5 SB On 04/06/2017 1441 S. Manchester Ave Hotel TIA 2035 + P PM - Synchro 9 Report Iteris Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 696 922 237 0 825 0 255 1254 15 682 782 186 Future Volume (veh/h) 696 922 237 0 825 0 255 1254 15 682 782 186 Number 7 4 14 3 8 18 5 2 12 1 6 16 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1700 1700 1700 0 1700 0 1700 1700 1700 1700 1700 1700 Adj Flow Rate, veh/h 800 1060 272 0 1071 0 277 1363 16 733 841 200 Adj No. of Lanes 240030130230 Peak Hour Factor 0.87 0.87 0.87 0.77 0.77 0.77 0.92 0.92 0.92 0.93 0.93 0.93 Percent Heavy Veh, %000000000000 Cap, veh/h 623 1992 505 0 890 0 299 1222 14 597 1004 237 Arrive On Green 0.20 0.43 0.43 0.00 0.19 0.00 0.18 0.26 0.26 0.19 0.27 0.27 Sat Flow, veh/h 3141 4687 1189 0 4947 0 1619 4729 56 3141 3751 886 Grp Volume(v), veh/h 800 991 341 0 1071 0 277 892 487 733 693 348 Grp Sat Flow(s),veh/h/ln 1570 1462 1490 0 1547 0 1619 1547 1690 1570 1547 1544 Q Serve(g_s), s 23.8 20.1 20.5 0.0 23.0 0.0 20.2 31.0 31.0 22.8 25.4 25.6 Cycle Q Clear(g_c), s 23.8 20.1 20.5 0.0 23.0 0.0 20.2 31.0 31.0 22.8 25.4 25.6 Prop In Lane 1.00 0.80 0.00 0.00 1.00 0.03 1.00 0.57 Lane Grp Cap(c), veh/h 623 1864 633 0 890 0 299 799 437 597 828 413 V/C Ratio(X) 1.28 0.53 0.54 0.00 1.20 0.00 0.93 1.12 1.12 1.23 0.84 0.84 Avail Cap(c_a), veh/h 623 1864 633 0 890 0 301 799 437 597 828 413 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.1 25.6 25.7 0.0 48.5 0.0 48.1 44.5 44.5 48.6 41.5 41.6 Incr Delay (d2), s/veh 139.8 0.3 0.9 0.0 102.5 0.0 32.7 68.6 78.5 117.0 9.8 18.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 22.4 8.1 8.6 0.0 18.2 0.0 11.7 20.8 24.0 19.6 11.9 13.1 LnGrp Delay(d),s/veh 187.9 25.9 26.6 0.0 151.0 0.0 80.8 113.1 123.0 165.6 51.3 60.1 LnGrp LOS F C C F FFFFDE Approach Vol, veh/h 2132 1071 1656 1774 Approach Delay, s/veh 86.8 151.0 110.6 100.3 Approach LOS FFFF Timer 12345678 Assigned Phs 1 2 45678 Phs Duration (G+Y+Rc), s 28.0 36.0 56.0 26.9 37.1 28.0 28.0 Change Period (Y+Rc), s * 5.2 5.0 5.0 * 4.7 5.0 * 4.2 5.0 Max Green Setting (Gmax), s * 23 31.0 51.0 * 22 32.0 * 24 23.0 Max Q Clear Time (g_c+I1), s 24.8 33.0 22.5 22.2 27.6 25.8 25.0 Green Ext Time (p_c), s 0.0 0.0 17.5 0.0 4.3 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 106.7 HCM 2010 LOS F Notes   City of Anaheim 1441 S. Manchester Avenue Hotel Traffic Study Final      Iteris, Inc.  APPENDIX D – CUMULATIVE PROJECTS    S A N T A A N A F R E E W A Y ( I - 5 ) HA S T E R S T H A R B O R B L V D L E W I S S T NI N T H S T KATELLA AVE CHAPMAN AVE EU C L I D S T WE S T S T CERRITOS AVE BALL RD LE W I S S T BALL RD A N A H E I M B L V D HA R B O R B L V D GENE AUTRY WAY ORA NG EWOOD AV E KATELLA AVE MANCHESTER AVE ORANGEWOOD AVE DISNEY WAY E A S T S T WA L N U T S T ST A T E C O L L E G E B L V D CERRITOS AVE T H E C I T Y D R DI S N E Y L A N D D R 17 9 27 23 15 12 22 16 191821 20 14 DisneyCaliforniaAdventure Disneyland AnaheimConventionCenter GardenWalk 25 29 24 13 7 1 30 8 4 10 28 2 11 26 5 3 6 2877 °0 500 1,000 Feet Key to FeaturesProject Status Proposed Approved Under construction CompletedCity Boundary The Anaheim Resort ® The Anaheim Resort ®: Development StatusUpdated 2/16/2017 NO.PROJECT DESCRIPTION LOCATION APN(s)STATUS ANTICIPATED OCCUPANCY 1 Springhill Suites Marriott 120-room hotel 1160 West Ball Road 129-281-11 Completed April 2014 -- 2 Proposed Hotel 75-room hotel 1100 West Ball Road 129-291-06 Conceptual Development Review application submitted -- 3 Staybridge Suites 126-room hotel 1050 West Ball Road 082-112-09 Approved by Planning Commission in February 2014 – Under Construction March 2017 4 Disney Harbor Cast Member Parking Lot 1,363-space employee parking lot 333 West Ball Road 251-042-08 251-042-09 251-042-10 251-042-11 251-042-16 Completed August 2015 -- 5 Disney Luxury Hotel 700-room luxury hotel with two restaurants and retail. 1401 Disneyland Drive 129-301-08 129-311-02 Operating Covenant Agreement approved by City Council in July 2016; pending applicantion of a Final Site Plan 2021 6 Disney Star Wars Themed Land Approximate 14-acre land within the existing Disneyland theme park 1313 South Harbor Boulevard 082-110-70 082-110-71 082-110-74 082-190-19 Under Construction 2019 7 Courtyard by Marriott 221-room hotel 1415 South Manchester Avenue 082-170-56 Completed August 2015 -- 8 Holiday Inn Express 96-room hotel 1411 South Manchester Avenue 082-170-57 Completed February 2016 -- 9 Crowne Plaza Hotel 200-room hotel with a restaurant and meeting space 1441 South Manchester Avenue 082-170-58 Conceptual Development Review application submitted -- 10 Panera Bread Restaurant with outdoor patio in conjunction with an existing hotel 1480 South Harbor Boulevard 082-170-55 Completed December 2015 -- 11 Disneyland Resort Eastern Gateway Parking structure, transporation hub, and bridge. 333 West Disney Way 082-211-04 082-211-01 082-211-02 082-211-19 Application submitted -- 12 Park Vue Inn To demolish an 86 room hotel and 6,000 sq. ft. restaurant and construct a 180-room hotel, 10,654 sq. ft. restaurant/retail area 1570 South Harbor Boulevard 082-211-15 082-211-16 Approved by Planning Commission in December 2015 -- 13 Grand Legacy at the Park Hotel remodel, including addition of 13 rooms 1650 South Harbor Boulevard 082-211-08 082-211-09 Completed December 2016 -- 14 Element Hotel 174-room hotel 200 West Alro Way 082-213-10 082-212-04 Approved by Planning Commission January 2016 June 2018 15 Country Inn and Suites 174-room hotel 1640 South Clementine Street 082-213-08 082-213-09 082-213-11 Completed December 2016 -- 16 Luxury Hotel 580-room hotel with meeting rooms, restaurants, retail and spa 1700 South Harbor Boulevard 082-271-09 082-271-10 Approved by City Council in July 2016 Early 2021 17 GardenWalk – Resort Hotel 400-room hotel 300 West Disney Way 082-251-01 Plans to be submitted no later than June 30, 2019, per terms of Economic Assistance and Development Agreement -- 18 GardenWalk – Westgate Timeshare 392-room timeshare hotel 500 West Disney Way 082-551-06 Approved by Planning Director in July 2014; in plan check -- 19 GardenWalk – JW Marriott 466-room hotel with meeting rooms, restaurant and spa 1775 South Clementine Street 082-551-02 082-551-03 Approved by Planning Commission in January 2016; in plan check Late 2019 20 Cambria Suites 350-room hotel with 15,000 square feet of restaurant space 1721 South Manchester Avenue 082-230-72 082-230-73 082-230-77 Approved by Planning Commission November 2016 December 2018 21 The Anabella Hotel Redevelopment 634-room luxury hotel with meeting rooms, restaurants and retail 1030 West Katella Avenue 137-011-20 Approved by City Council in July 2016 Mid-2023 22 Anaheim Convention Center Expansion 200,000 square foot expansion 800 West Katella Avenue 137-151-01 137-151-04 Approved by Planning Commission in September 2014 – Under Construction Phase I (Parking Structure) – Completed October 2016 Phase II (Meeting Space) – September 2017 23 Residence Inn Marriott 294-room hotel 640 West Katella Avenue 137-161-15 Completed August 2016 -- 24 Springhill Suites Marriott 172-room hotel, including CVS Pharmacy, Coffee Bean and Tea Leaf 1801 South Harbor Boulevard 137-161-16 Completed February 2015 -- 25 Hyatt House 252-room hotel, including Walgreen’s Pharmacy 1800 South Harbor Boulevard 137-171-35 Completed September 2016 -- 26 Hampton Inn & Suites 178-room hotel 100 West Katella Avenue 137-311-16 137-311-18 Application submitted Fall 2018 27 Anaheim Convention Center Grand Plaza 100,000 square feet of outdoor programmable convention center space Terminus of Convention Center Way N/A - Public right-of-way Completed in January 2013 -- 28 Disney Toy Story Parking Lot Expansion Expansion of a temporary parking lot 1900-2000 South Harbor Boulevard 137-181-15 Application submitted -- 29 Hyatt Place 178-room hotel 2035 South Harbor Boulevard 137-141-13 137-141-14 Completed in December 2014 -- 30 Homewood Suites 215-room hotel 2010 South Harbor Boulevard 137-181-09 Completed in November 2015 --       Innovating Through Informatics™    1700 Carnegie Avenue, Suite 100  Santa Ana, CA 92705    iteris.com    © 2017 Iteris, Inc.  All rights reserved.  DUAL BRAND HOME 2 SUITES & HILTON GARDEN INN HOTEL PARKING STUDY March 19, 2018 DUAL BRAND HOME 2 SUITES & HILTON GARDEN INN HOTEL PARKING STUDY March 19, 2018 Prepared by: Tom Huang, TE ■ Carl Ballard, LEED GA Kunzman Associates, Inc. 1111 Town & Country Road, Suite 34 ■ Orange, California 92868 5005 La Mart Drive, Suite 201 ■ Riverside, California 92507 (714) 973-8383 ■ www.traffic-engineer.com JN 7174 1111 Town & Country Road, Suite 34 (714) 973-8383 5005 La Mart Drive, Suite 201 Orange, California 92868 www.traffic-engineer.com Riverside, California 92507 March 19, 2018 Mr. Sajan Patel, Chief Technology Officer NARA HOTELS 1441 South Manchester Avenue Anaheim, CA 92802 Dear Mr. Patel: INTRODUCTION The firm of Kunzman Associates, Inc. is pleased to provide this parking study for the proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project located at 1441 South Manchester Avenue in the City of Anaheim. The project site is currently occupied with two existing hotels: the Holiday Inn Express hotel and the Quality Inn & Suites hotel which are both currently operational. The proposed project consists of constructing a new 223 room hotel and demolishing the existing 125 room Quality Inn & Suites hotel. The existing 101 room Holiday Inn Express hotel will remain on the site. The hotel project will have meeting rooms with a combined area of 975 square feet that should be considered hotel ancillary use because they are used occasionally by the hotel room guests and are not for outside rental to the public. The on- site restaurants are also considered hotel ancillary use for the hotel guests only. The proposed hotel project will include 1,675 square feet of retail space. The purpose of this parking study to determine if the project’s proposed 227 parking spaces are sufficient to accommodate the peak parking demand forecast for both the new Dual Brand Home 2 Suites and Hilton Garden Inn hotel and the existing Holiday Inn Express hotel. The peak parking demand will be calculated using the observed parking ratio based on the actual parking surveys conducted at the two existing hotels. The proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project is a similar hotel product comparable to the existing Holiday Inn Express hotel and the existing Quality Inn & Suites hotel; and therefore, it is appropriate to utilize the empirical parking data from these 2 existing hotels to estimate the future parking demand of the proposed project. PROJECT DESCRIPTION The project site is located at 1441 South Manchester Avenue in the City of Anaheim. The project location map is shown on Figure 1. The project site is currently occupied with two existing hotels: the Holiday Inn Express hotel and the Quality Inn & Suites hotel which are both currently operational. The proposed project consists of constructing a new 223 room hotel and demolishing the existing 125 room Quality Inn & Suites hotel. The existing 101 room Holiday Inn Express hotel will remain on the site. The proposed hotel project has meeting rooms with a combined area of 975 square feet that should be considered hotel ancillary use because they are used occasionally by the hotel room guests and are not for outside rental to the public. The on-site restaurants are also considered hotel ancillary use for the hotel guests only. Mr. Sajan Patel, Chief Technology Officer NARA HOTELS March 19, 2018 www.traffic-engineer.com 2 The proposed hotel project will include 1,675 square feet of retail space. The applicant estimated that it will require a total of 20 employees to serve both the proposed and existing hotels. The proposed site plan provides a total of 227 on-site parking spaces within the indoor parking levels of the new building and on the surface parking lot. The site plan is illustrated on Figure 2. CITY PARKING CODE REQUIREMENTS The City of Anaheim has a specific parking rate for a hotel and its other associated uses. The City of Anaheim municipal parking code are included in Appendix B. The City parking code requirement for a hotel is “0.8 space per guest room, plus 8 spaces per 1,000 square feet of Gross Floor Area (GFA) for banquet/meeting room, plus 8 spaces per 1,000 square feet of GFA for full-service, outdoor dining, walk- up and fast-food restaurants, plus 5.5 spaces per 1,000 square feet of GFA for take-out restaurants integrated into the hotel complex, plus 1 space per 1,000 square feet of retail space plus 0.25 space for each employee working in the guest room areas.” Table 1 shows parking code requirement calculations for the existing Holiday Inn Express hotel and the proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project. As shown in Table 1, the parking code will require a total of 275 parking spaces. Since the project is providing 227 on-site parking spaces, there is a parking deficit of 48 parking spaces based on the City parking code requirement. It is recommended that the peak parking demand should be estimated using the observed parking ratio based on the actual parking survey conducted at the two existing, operational hotels because of the following reasons: ■ The existing Holiday Inn Express hotel is currently operational, and its actual parking demand could be observed based on the parking survey. It seems that actual parking demand of the existing hotel is less than the City code requirement because there appears to be surplus parking supply. ■ The proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project is a similar hotel product comparable to the existing Holiday Inn Express and the existing Quality Inn & Suites hotels, and it is reasonable to assume that the observed parking ratio from the parking survey will be similar between the proposed hotel project and the existing hotels. Therefore, it is appropriate to utilize the empirical parking data from the 2 existing hotels to estimate the future parking demand of the proposed project. EXISTING PARKING SURVEYS Parking surveys for the existing site with the two existing hotels were conducted during a typical Friday (November 17, 2017) and Saturday (November 18, 2017). A 12-hour parking count was conducted from 9:00 AM to 9:00 PM at 30-minute intervals for each survey date. The hotel check-out time is 11:00 AM and the hotel check-in time is 3:00 PM. According to hotel management, most of the guests are tourists and take advantage of the late check-out time of 11:00 AM by checking out between 9:00 AM and 11:00 AM. A second set of morning parking counts has been conducted from 5:00 AM to 9:00 AM on Friday, March 2, 2018 and Saturday, March 3, 2018. The existing parking lot for the two existing hotels currently Mr. Sajan Patel, Chief Technology Officer NARA HOTELS March 19, 2018 www.traffic-engineer.com 3 has a total of 143 available parking spaces. The hotels currently provide valet parking service exclusively to maximize the efficiency of its parking supply. The hotels do not offer free parking for self-parking, and the valet parking attendants manage the hotel parking lot with a daily parking fee of $15 per vehicle. Table 2 summarizes parking survey results conducted on Friday (November 17, 2017) and the Friday peak demand occurred at 9:30 AM with 102 occupied parking spaces with 71% parking spaces occupied. Table 3 summarizes parking survey results conducted on Saturday (November 18, 2017) and the Saturday peak demand occurred at 9:00 AM with 129 occupied parking spaces with 90% parking spaces occupied. Table 4 summarizes the second set of morning parking survey results conducted on Friday (March 2, 2018) and the Friday peak demand occurred at 7:00 AM with 123 occupied parking spaces with 86% parking spaces occupied. Table 5 summarizes the second set of morning parking survey results conducted on Saturday (March 2, 2018) and the Saturday peak demand occurred at 5:00 AM with 105 occupied parking spaces with 73% parking spaces occupied. It should be noted that there were no special events scheduled at the banquet/meeting room during the parking survey. PROPOSED PARKING RATIO BASED ON PARKING SURVEYS Table 6 shows the observed parking ratios that have been calculated based on the existing parking survey conducted at the two existing hotels on the site. The applicant provided the hotel room booking information for the dates of the parking surveys. The two existing hotels had a total of 166 occupied rooms during the Friday (November 17, 2017) parking count and 190 occupied rooms during the Saturday (November 18, 2017) parking count. For the second set of morning parking counts, the two existing hotels had a total of 185 occupied rooms during the Friday (March 2, 2018) parking count and 194 occupied rooms during the Saturday (March 3, 2018) parking count. As shown in Table 6, the hotels have an observed parking ratio of 0.66 parking spaces per occupied room on Friday and an observed parking ratio of 0.68 parking spaces per occupied room on Saturday. It should be noted that the observed parking ratios included the parking demand of the hotel employees as well as the hotel guests. The typical peak time for the employees is from 10:00 AM to 3:00 PM, which is before the morning guest check-out time and before the afternoon guest check-in time when the house-keeping staff is cleaning and preparing the guest rooms. In comparison to the City parking code requirement of 0.8 parking spaces per guest room, the observed peak parking ratio of 0.68 parking spaces per occupied room is significantly lower than the City parking code requirement since the parking surveys also included the employee parking demand. Table 7 shows the estimated project parking demand based on the observed peak parking ratio from the actual parking surveys. Other associated uses (retail space) within the hotel site are estimated using the City parking code. As shown in Table 7, the estimated project peak parking demand is 224 parking spaces which yield a parking surplus of 3 parking spaces. Therefore, there is projected to be an adequate parking supply for the proposed project. It is recommended that the project continues to provide valet parking service to maximize the on-site parking efficiency. The valet parking service may also increase parking capacity by utilizing tandem parking strategy at designated areas to provided overflow parking opportunity. Figure 3 shows that the valet parking may utilize the tandem parking strategy at the access aisle behind the standard stalls within the parking structure which may provide an additional 28 overflow parking spaces on an as-need basis. Mr. Sajan Patel, Chief Technology Officer NARA HOTELS March 19, 2018 www.traffic-engineer.com 4 CONCLUSIONS 1. The site plan provides a total of 227 on-site parking spaces. 2. The City parking code will require a total of 275 parking spaces, which is a parking deficit of 48 parking spaces. 3. It is recommended that the peak parking demand should be estimated using the observed parking ratio based on the actual parking survey conducted at the two existing, operational hotels because of the following reasons: a. The existing Holiday Inn Express hotel is currently operational, and its actual parking demand could be observed based on parking survey. It seems that actual parking demand of the existing hotel is less than the City code requirement because there appears to be surplus parking supply. b. The proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project is a similar hotel product comparable to the existing Holiday Inn Express and the existing Quality Inn & Suites hotels, and it is reasonable to assume that the observed parking ratio from the parking survey will be similar between the proposed hotel project and the existing hotels. 4. The Friday (November 17, 2017) peak demand occurred at 9:30 AM with 102 occupied parking spaces with 71% parking spaces occupied. The Saturday (November 18, 2017) peak demand occurred at 9:00 AM with 129 occupied parking spaces with 90% parking spaces occupied. For the second set of morning parking counts, the Friday (March 2, 2018) peak demand occurred at 7:00 AM with 123 occupied parking spaces with 86% parking spaces occupied. The Saturday (March 3, 2018) peak demand occurred at 5:00 AM with 105 occupied parking spaces with 90% parking spaces occupied. 5. The hotels have an observed parking ratio of 0.66 parking spaces per occupied room on Friday. The hotels have an observed parking ratio of 0.68 parking spaces per occupied room on Saturday. 6. In comparison to the City parking code requirement of 0.8 parking spaces per guest room, the observed peak parking ratio of 0.68 parking spaces per occupied room is significantly lower than the City parking code requirement since the parking surveys also included the employee parking demand. 7. The hotel project will have meeting rooms with a combined area of 975 square feet that should be considered hotel ancillary use because they are used occasionally by the hotel room guests and are not for outside rental to the public. A reduced parking requirement of one parking spaces per 1,000 square feet is recommended for the meeting room, and the condition of approval should limit the usage of the meeting room to hotel room guests or hotel staff use only and are not for outside rental to the public. Mr. Sajan Patel, Chief Technology Officer NARA HOTELS March 19, 2018 www.traffic-engineer.com 5 8. The estimated project parking demand is 224 parking spaces which yields a parking surplus of 3 parking spaces based on the observed peak parking ratio from the actual parking surveys. Other associated uses (retail space) within the hotel site are estimated using the City parking code. Therefore, there are adequate parking supply for the proposed project. 9. It is recommended that the project continues to provide valet parking service to maximize the on- site parking efficiency. The valet parking service may also increase parking capacity by utilizing tandem parking strategy at designated areas to provided overflow parking opportunity. Figure 3 shows that the valet parking may utilize the tandem parking strategy at the access aisle behind the standard stalls within the parking structure which may provide an additional 28 overflow parking spaces on an as-need basis. RECOMMENDED PARKING VARIANCE AND CONDITIONS OF APPROVAL In comparison to the City parking code requirement of 0.8 parking spaces per guest room, the observed peak parking ratio of 0.68 parking spaces per occupied room is significantly lower than the City parking code requirement since the parking surveys also included the employee parking demand. It is recommended that the City approves the parking variance for a parking ratio of 0.68 parking spaces per guest room and no additional employee parking spaces. The proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project is a similar hotel product comparable to the existing Holiday Inn Express and the existing Quality Inn & Suites hotels, and it is reasonable to assume that the observed parking ratio from the parking survey will be similar between the proposed hotel project and the existing hotels. For the condition of approval, the meeting room with a combined area of 975 square feet should be limited to hotel room guests or hotel staff use only and are not for outside rental to the public. A reduced parking requirement of one parking spaces per 1,000 square feet is recommended for the meeting room. The condition of approval should include that the project provides valet parking service to maximize the on-site parking efficiency. The valet parking service may also increase parking capacity by utilizing tandem parking strategy at designated areas to provided overflow parking opportunity. Figure 3 shows that the valet parking may utilize the tandem parking strategy at the access aisle behind the standard stalls within the parking structure which may provide an additional 28 overflow parking spaces on an as-need basis. PARKING VARIANCE FINDINGS Below presents the findings in response to the five (5) conditions in listed in the Parking Variance in the City of Anaheim Municipal Code Section 18.42.110.0101 through 18.42.110.0105. 18.42.110.0101 That the variance, under the conditions imposed, if any, 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. Mr. Sajan Patel, Chief Technology Officer NARA HOTELS March 19, 2018 www.traffic-engineer.com 6 In comparison to the City parking code requirement of 0.8 parking spaces per guest room, the observed peak parking ratio of 0.68 parking spaces per occupied room is significantly lower than the City parking code requirement since the parking surveys also included the employee parking demand. It is recommended that the City approves the parking variance for a parking ratio of 0.68 parking spaces per guest room and no additional employee parking spaces. The proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project is a similar hotel product comparable to the existing Holiday Inn Express and the existing Quality Inn & Suites hotels, and it is reasonable to assume that the observed parking ratio from the parking survey will be similar between the proposed hotel project and the existing hotels. The meeting room with a combined area of 975 square feet should be limited to hotel room guests or hotel staff use only and are not for outside rental to the public. A reduced parking requirement of one parking spaces per 1,000 square feet is recommended for the meeting room. Table 7 shows the estimated project parking demand based on the observed peak parking ratio from the actual parking surveys. Other associated uses (retail space) within the hotel site are estimated using the City parking code. A reduced parking requirement of one parking spaces per 1,000 square feet is recommended for the meeting room. As shown in Table 7, the estimated project peak parking demand is 224 parking spaces which yield a parking surplus of 3 parking spaces. Therefore, there is projected to be an adequate parking supply for the proposed project with 227 parking spaces. Therefore, it is concluded that under the conditions imposed, the project will provide more spaces (227 parking spaces) 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 (224 parking spaces). 18.42.110.0102 That the variance, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon the public streets in the immediate vicinity of the proposed use. The proposed project will not increase parking demand on the public street because on-street parking is restricted along Manchester Avenue on both sides of the street in the immediate vicinity of the projects site. The project will provide adequate on-site parking supply of 227 parking spaces to accommodate the estimated parking demand of 224 parking spaces. The valet parking may utilize the tandem parking strategy at the access aisle behind the standard stalls within the parking structure which may provide an additional 28 overflow parking spaces on an as-need basis. 18.42.110.0103 That the variance, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon adjacent private property in the immediate vicinity of the proposed use (which property is not expressly provided as parking for such use under an agreement in compliance with subsection .030 of Section 18.42.050 (Non-Residential Uses- Shared Parking Arrangements)). The proposed project will not increase parking demand upon adjacent private property in the immediate vicinity of the projects site because the project will provide adequate on-site parking supply of 227 parking spaces to accommodate the estimated parking demand of 224 parking spaces. The valet parking may utilize the tandem parking strategy at the access aisle behind the standard stalls within the parking structure which may provide an additional 28 overflow parking spaces on an as-need basis. Mr. Sajan Patel, Chief Technology Officer NARA HOTELS March 19, 2018 www.traffic-engineer.com 7 18.42.110.0104 That the variance, under the conditions imposed, if any, will not increase traffic congestion within the off-street parking areas or lots provided for the proposed use. The proposed project will increase traffic congestion within the off-street parking areas because the parking and traffic flow will be managed by the valet parking service. The hotels currently and will continue to provide valet parking service exclusively to maximize the efficiency of its parking supply. The hotels do not offer free parking for self-parking, and the valet parking attendants manage the hotel parking lot with a daily parking fee of $15 per vehicle. 18.42.110.0105 That the variance, under the conditions imposed, if any, will not impede vehicular ingress to or egress from adjacent properties upon the public streets in the immediate vicinity of the proposed use. The proposed will not impede vehicular ingress to or egress from adjacent properties on Manchester Avenue in the immediate vicinity of the project site because the two existing access points for the project site will remain at the same locations and configurations. Based on current field observation, the existing driveways do not impede vehicular ingress to or egress from adjacent properties. It has been a pleasure to service your needs on the proposed Dual Brand Home 2 Suites and Hilton Garden Inn hotel project. Should you have any questions or if we can be of further assistance, please do not hesitate to call at (714) 973-8383. Sincerely, KUNZMAN ASSOCIATES , INC. KUNZMAN ASSOCIATES , INC. Tom Huang, TE Carl Ballard, LEED GA Senior Associate Principal JN 7174 Proposed Use Quantity Units¹ Parking Spaces Hotel Guest Room 101 RM 0.80 Parking Space : 1 RM 81 Employees 6 EMP 0.25 Parking Space : 1 EMP 2 Hotel Guest Room 223 RM 0.80 Parking Space : 1 RM 178 Meeting Room 975 SF 8.00 Parking Space : 1,000 SF 8 Retail Space 1,675 SF 1.00 Parking Space : 1,000 SF 2 Employees 14 EMP 0.25 Parking Space : 1 EMP 4 275 227 -48 ¹ ² "0.8 space per guest room, plus 8 spaces per 1,000 square feet of Gross Floor Area (GFA) for banquet/meeting room, plus 8 spaces per 1,000 square feet of GFA for full-service, outdoor dining, walk-up and fast-food restaurants, plus 5.5 spaces per 1,000 square feet of GFA for take-out restaurants integrated into the hotel complex, plus 1 space per 1,000 square feet of retail space plus 0.25 space for each employee working in the guest room areas." Total Project Parking Spaces Required by Municipal Code Parking Supply Provided by the Project Parking Spaces Required by City of Anaheim Municipal Code Parking Code Requirement² Holiday Inn Express (Existing) Table 1 Dual Brand Home 2 Suites & Hilton Garden Inn (New) Project Parking Surplus (+) / Deficit (-) for the Project Source: City of Anaheim Municipal Code, Section 18.42.040, Table 42-A. RM = Rooms; SF = Square Feet; EMP = Employees 8 143 166 Percent Parking Spaces Occupied 9:00 AM - 9:30 AM 101 71% 9:30 AM - 10:00 AM 102 ³71% 10:00 AM - 10:30 AM 98 69% 10:30 AM - 11:00 AM 85 59% 11:00 AM - 11:30 AM 93 65% 11:30 AM - 12:00 PM 89 62% 12:00 PM - 12:30 PM 93 65% 12:30 PM - 1:00 PM 93 65% 1:00 PM - 1:30 PM 97 68% 1:30 PM - 2:00 PM 90 63% 2:00 PM - 2:30 PM 85 59% 2:30 PM - 3:00 PM 84 59% 3:00 PM - 3:30 PM 91 64% 3:30 PM - 4:00 PM 90 63% 4:00 PM - 4:30 PM 98 69% 4:30 PM - 5:00 PM 92 64% 5:00 PM - 5:30 PM 88 62% 5:30 PM - 6:00 PM 75 52% 6:00 PM - 6:30 PM 79 55% 6:30 PM - 7:00 PM 80 56% 7:00 PM - 7:30 PM 81 57% 7:30 PM - 8:00 PM 77 54% 8:00 PM - 8:30 PM 86 60% 8:30 PM - 9:00 PM 83 58% 102 71% 1 2 3 Friday Parking Survey 1 (November 17, 2017) Survey Time Period Table 2 Current Peak Parking Demand Occupied Parking Spaces Current Peak Parking Demand Current Available Parking Capacity¹Parking Spaces The two existing hotels currently provides 135 general parking spaces and 8 handicap parking spaces for a total of 143 parking spaces. Number of Occupied Hotel Rooms² Occupied Rooms Hotel booking information provided by the two existing hotels (Holiday Inn Express and Quality Inn). 9 143 190 Percent Parking Spaces Occupied 9:00 AM - 9:30 AM 129 ³90% 9:30 AM - 10:00 AM 121 85% 10:00 AM - 10:30 AM 108 76% 10:30 AM - 11:00 AM 106 74% 11:00 AM - 11:30 AM 102 71% 11:30 AM - 12:00 PM 100 70% 12:00 PM - 12:30 PM 99 69% 12:30 PM - 1:00 PM 98 69% 1:00 PM - 1:30 PM 97 68% 1:30 PM - 2:00 PM 98 69% 2:00 PM - 2:30 PM 96 67% 2:30 PM - 3:00 PM 102 71% 3:00 PM - 3:30 PM 114 80% 3:30 PM - 4:00 PM 111 78% 4:00 PM - 4:30 PM 115 80% 4:30 PM - 5:00 PM 112 78% 5:00 PM - 5:30 PM 107 75% 5:30 PM - 6:00 PM 110 77% 6:00 PM - 6:30 PM 115 80% 6:30 PM - 7:00 PM 115 80% 7:00 PM - 7:30 PM 120 84% 7:30 PM - 8:00 PM 124 87% 8:00 PM - 8:30 PM 126 88% 8:30 PM - 9:00 PM 127 89% 129 90% 1 2 3 Current Peak Parking Demand Current Peak Parking Demand Table 3 Saturday Parking Survey 1 (November 18, 2017) Current Available Parking Capacity¹Parking Spaces Survey Time Period Occupied Parking Spaces Hotel booking information provided by the two existing hotels (Holiday Inn Express and Quality Inn). Number of Occupied Hotel Rooms² Occupied Rooms The two existing hotels currently provides 135 general parking spaces and 8 handicap parking spaces for a total of 143 parking spaces. 10 143 185 Percent Parking Spaces Occupied 5:00 AM - 5:30 AM 116 81% 5:30 AM - 6:00 AM 116 81% 6:00 AM - 6:30 AM 119 83% 6:30 AM - 7:00 AM 121 85% 7:00 AM - 7:30 AM 123 3 86% 7:30 AM - 8:00 AM 121 85% 8:00 AM - 8:30 AM 118 83% 8:30 AM - 9:00 AM 119 83% 123 86% 1 2 3 Current Peak Parking Demand Table 4 Friday Parking Survey 2 (March 2, 2018) Current Available Parking Capacity¹Parking Spaces Number of Occupied Hotel Rooms² Occupied Rooms Survey Time Period Occupied Parking Spaces Current Peak Parking Demand The two existing hotels currently provides 135 general parking spaces and 8 handicap parking spaces for a total of 143 parking spaces. Hotel booking information provided by the two existing hotels (Holiday Inn Express and Quality Inn). 11 143 194 Percent Parking Spaces Occupied 5:00 AM - 5:30 AM 105 3 73% 5:30 AM - 6:00 AM 104 73% 6:00 AM - 6:30 AM 101 71% 6:30 AM - 7:00 AM 102 71% 7:00 AM - 7:30 AM 104 73% 7:30 AM - 8:00 AM 103 72% 8:00 AM - 8:30 AM 101 71% 8:30 AM - 9:00 AM 99 69% 105 73% 1 2 3 Current Peak Parking Demand Table 5 Saturday Parking Survey 2 (March 3, 2018) Current Available Parking Capacity¹Parking Spaces Number of Occupied Hotel Rooms² Occupied Rooms Survey Time Period Occupied Parking Spaces Current Peak Parking Demand The two existing hotels currently provides 135 general parking spaces and 8 handicap parking spaces for a total of 143 parking spaces. Hotel booking information provided by the two existing hotels (Holiday Inn Express and Quality Inn). 12 102 Parking Spaces 166 Rooms 0.61 Parking Space/Room 129 Parking Spaces 190 Rooms 0.68 Parking Space/Room 123 Parking Spaces 185 Rooms 0.66 Parking Space/Room 105 Parking Spaces 194 Rooms 0.54 Parking Space/Room ¹ ² ³ Table 6 Observed Hotel Parking Ratio Based on Parking Survey Observed hotel parking rates include hotel guests and employees. Other uses (meetings and events) are not included. Peak Parking Demand¹Day of Survey Friday 1 (11/17/2017) Saturday 1 (11/18/2017) Observed Hotel Parking Ratio³ Number of Occupied Hotel Rooms² Peak parking demand based on parking survey. Hotel booking information provided by the two existing hotels (Holiday Inn Express and Quality Inn). Friday 2 (3/2/2018) Saturday 2 (3/3/2018) 13 Proposed Use Quantity Units¹ Parking Spaces Hotel Guest Room 101 RM 0.68 Parking Space : 1 RM 69 Hotel Guest Room 223 RM 0.68 Parking Space : 1 RM 152 Meeting Room3 975 SF 1.00 Parking Space : 1,000 SF 1 Retail Space 1,675 SF 1.00 Parking Space : 1,000 SF 2 224 227 +3 ¹ ² 3 A reduced parking requirement of 1 spaces per 1,000 square feet is recommended for the meeting room, and the condition of approval should limit the usage of the meeting room to hotel room guests or hotel staff use only and are not for outside rental to the public Observed hotel parking rates include hotel guests and employees parking demand. Other uses (retail space) are estimated using the City of Anaheim Municipal Code, Section 18.42.040, Table 42-A. Table 7 Estimated Project Parking Demand Based on Observed Hotel Parking Ratio Project Parking Rates² Holiday Inn Express Dual Brand Home 2 Suites & Hilton Garden Inn (New) Total Project Parking Demand Based on Observed Parking Ratio Parking Supply Provided by the Project Parking Surplus (+) / Deficit (-) for the Project RM = Rooms; SF = Square Feet 14 15 16 1 7 APPENDIX A City of Anaheim Municipal Parking Code APX - 1 18.42.040 NON-RESIDENTIAL PARKING REQUIREMENTS. .010 Parking Spaces. Non-residential off-street parking requirements for automobiles and other vehicles shall be determined by the type of use (use class) associated with the property. Table 42-A (Non-Residential Parking Requirements) specifies the number of parking spaces for each non-residential use, regardless of the zone district in which the use is located. .0101 For uses not listed, parking requirements may be those determined to be reasonably necessary by the Planning Services Manager of the Planning Department and/or his or her designee. The Planning Services Manager of the Planning Department and/or his or her designee may require a parking study in order to make this determination. .0102 Except as expressly provided in this section, within a business unit containing more than one (1) use class, the minimum number of parking spaces shall be based on the use class with the highest parking requirement. If a combination of parking ratios applies, the number of required spaces shall be the sum total of the requirements for each type of use established. .0103 For purposes of interpretation of this section, “GFA” shall mean gross floor area of buildings as measured from exterior wall to exterior wall. .0104 In computing parking requirements, fractional numbers shall be rounded off to the nearest whole number, fractions of one-half (0.5) or more being counted as one (1) full space. .0105 If the GFA upon which the number of parking spaces is based is less than one thousand (1,000) square feet (or other unit of measurement as designated herein), the minimum number of required spaces shall be prorated in direct proportion to the minimum number of spaces required for each one thousand (1,000) square feet (or other unit of measurement designated herein). Such proration shall also apply in instances where a division of such applicable unit of measurement into the GFA produces a quotient of other than a whole number. .0106 Except as otherwise expressly provided in this chapter, any employee parking space requirements shall be based on the maximum number of employees present at any given time. .0107 Except as otherwise expressly provided in this chapter, all parking spaces shall conform to the applicable City Standards pertaining to minimum off-street parking dimensions. .0108 If a parking demand study is required by Table 42-A (Non-Residential Parking Requirements) due to the unique nature of the use, the parking requirements shall be determined by the Planning Services Manager of the Planning Department and/or his or her designee and/or the Planning Commission based on information contained in a parking demand study prepared by an independent traffic engineer licensed by the State of California, or a parking justification letter, as determined by the Planning Services Manager and/or his or her designee. The study shall be provided by the applicant, at its sole expense, to the City at the time of application for such use. (Ord. 6031 § 34; August 22, 2006: Ord. 6101 § 35; April 22, 2008.) .020 Trucks and Other Vehicles. In addition to the requirements in Table 42-A (Non-Residential Parking Requirements), spaces shall be provided for trucks and other vehicles used in the business, of a number and size adequate to accommodate the maximum number and types of trucks and/or vehicles to be parked on the site at any one time. Table 42-A NON-RESIDENTIAL PARKING REQUIREMENTS Use Class Required Spaces Agricultural Crops 5 spaces per 10 acres. Alcoholic Beverage Manufacturing 1.55 spaces per 1,000 square feet of GFA, which may include a maximum of 10% office space, plus, if the percentage of office space exceeds 10% of the GFA, 4 spaces per 1,000 square feet of GFA for the floor area in excess of 10% Tasting Room and outside patios: 17 spaces per 1,000 square feet of GFA. APX - 2   Alcoholic Beverage Sales–Off-Sale 0 spaces (spaces are required for underlying uses only). Alcoholic Beverage Sales–On-Sale 0 spaces (spaces are required for underlying uses only). Ambulance Services 4 spaces per 1,000 square feet of GFA, plus parking for ambulances/emergency vehicles. Animal Boarding 1 space per employee, plus 1 space per 10 pets. Animal Grooming 4 spaces per 1,000 square feet of GFA. Antennas–Broadcasting 2 spaces. Antennas–Private Transmitting None. Antennas–Telecommunications 1 space. Automatic Teller Machines (ATM’s) (Exterior, walk-up facilities not located on properties developed with other retail or office uses.) 2 spaces per machine. Note: No parking spaces are required when located on the exterior building wall of an existing business use, when located within the interior of any other type of business establishment, or when free-standing machines are located on properties developed with other retail or office uses. In addition, no parking spaces are required for drive-up facilities. Automotive–Vehicle Sales, Lease & Rental General: 2.5 spaces per 1,000 square feet of GFA for interior showroom, plus 4 spaces per 1,000 square feet of office use, plus 4 spaces per 1,000 square feet of building GFA used for parts, sales, storage and repair use. Wholesale (excluding auctions): 4 spaces per 1,000 square feet of space used for parking vehicles to be sold. Auctions: Requires parking demand study per paragraph 18.42.040.010.0108. Automotive–Sales Agency Office 4 spaces per 1,000 square feet of GFA. Automotive–Public Parking None. Automotive–Parts Sales 4 spaces per 1,000 square feet of GFA. Automotive–Repair & Modification 3.5 spaces per 1,000 square feet of GFA, or 5 spaces, whichever is greater. Automotive–Service Stations Stand-Alone: 2 spaces. In Conjunction with Accessory Retail/Convenience Store: 4 spaces per 1,000 square feet of GFA of the convenience store. Up to 50 percent of the pump islands may be counted as parking stalls. In Conjunction with Other Uses: None. Automotive–Washing Requires parking demand study per paragraph 18.42.040.010.0108. Banquet Halls One space for each 3 patrons plus one space per employee. Bars & Nightclubs 29 spaces per 1,000 square feet of dance floor area and 17 spaces per 1,000 square feet of GFA. APX - 3   Bed & Breakfast Inns 1 space for each bedroom, plus 1 space for each nonresident employee, plus 1 space for visitors (for purposes of this use class, "Bedroom" means any room designed, intended or primarily used for sleeping purposes). Beekeeping None. Billboards None. Boat & RV Sales 2.5 spaces per 1,000 square feet of GFA for interior showroom, plus 4 spaces per 1,000 square feet of office use, plus 5.5 spaces per 1,000 square feet of building GFA used for parts, sales, storage and repair use. Business & Financial Services 4 spaces per 1,000 square feet of GFA. Cemeteries Requires parking demand study per paragraph 18.42.040.010.0108. Commercial Retail Centers-Large All uses other than restaurants within retail centers unless specified elsewhere in this code: 4 spaces per 1,000 square feet of GFA. Restaurants within retail centers with 40 percent or less of GFA devoted to restaurant uses: 4 spaces per 1,000 square feet of GFA. Restaurants within retail centers with more than 40 percent of GFA devoted to restaurant uses: Those restaurant uses in excess of 40 percent shall comply with the following: Restaurants-General with 20 seats or less: 5.5 spaces per 1,000 square feet of GFA. Restaurants-General with more than 20 seats: 10 spaces per 1,000 square feet of GFA. Restaurants-Full Service: 8 spaces per 1,000 square feet of GFA. Commercial Retail Centers-Small Each use within the retail center shall comply with the parking requirements for said use. Community & Religious Assembly Requires parking demand study paragraph 18.42.040.010.0108. Convalescent & Rest Homes 0.8 space per bed. Convenience Stores 4 spaces per 1,000 square feet of GFA. Dance & Fitness Studios–Large 4 spaces per 1,000 square feet of GFA. Dance & Fitness Studios–Small 4 spaces per 1,000 square feet of GFA. Day Care Centers 1 space per employee, plus 1 space per 10 children or adult clients, plus 1 space for loading and unloading children or adult clients onsite. Drive-Through Facilities None as an accessory use, but requires adequate space for queuing. Educational Institutions–Business 0.82 space per student, or 20 spaces per 1,000 square feet of GFA for instruction area, whichever results in a greater number of spaces, plus 4 spaces per 1,000 square feet of GFA for office area. APX - 4   Educational Institutions–General Elementary and Junior High Schools: 1 space per classroom, plus 1 space per non-office employee, plus 4 spaces per 1,000 square feet of GFA for office use, plus parking required for assembly halls and auditoriums (see Community & Religious Assembly). High Schools: 1 space per non-office employee, plus 1 space per 6 students, plus 4 spaces per 1,000 square feet of GFA for office use, plus parking required for assembly halls and auditoriums (see Community & Religious Assembly). Educational Institutions–Tutoring 4 spaces per 1,000 square feet of GFA. Emergency Shelter 1 space per employee and volunteer staff member, plus 1 space for every 4 beds or 0.5 spaces per bedroom designated for family units with children. Entertainment Venue Entertainment Venue: 17 spaces per 1,000 square feet of GFA and 29 spaces per 1,000 square feet of dance floor area. Broadcast or Recording Studios with Audience: 5.5 spaces per 1,000 square feet of GFA for first 100,000 square feet, plus 4.5 spaces per 1,000 square feet of GFA over 100,000 square feet. Theaters-Live Performances: 0.4 spaces per seat or patron, whichever results in a greater number of spaces, plus 0.8 spaces per employee, including performers. Theaters-Single-Screen Motion Picture: 0.6 space per seat or patron, whichever results in a greater number of spaces, plus 5 spaces for employees. Theaters-Multi-Screen Motion Picture: 0.3 spaces per seat or per patron, whichever results in a greater number of spaces, plus 2 employee spaces per screen. Equipment Rental–Large 4 spaces per 1,000 square feet of building GFA for first 100,000 square feet, plus 3 spaces per 1,000 square feet of GFA over 100,000 square feet, plus 0.4 space per 1,000 square feet of outdoor equipment storage area. Equipment Rental–Small 4 spaces per 1,000 square feet of building GFA for first 100,000 square feet, plus 3 spaces per 1,000 square feet of GFA over 100,000 square feet, plus 0.5 spaces per 1,000 square feet of outdoor equipment storage area. Golf Courses & Country Clubs Golf Courses: 10 spaces per hole, plus 1 space per 35 square feet of building GFA used for public assembly, plus 4 spaces per 1,000 square feet of GFA used for other commercial purposes. Golf Driving Ranges: 1 space per driving tee. Group Care Facilities 0.8 space per bed. APX - 5 Helipads Requires parking demand study per paragraph 18.42.040.010.0108. Hospitals Requires parking demand study per paragraph 18.42.040.010.0108. Hotels & Motels 0.8 space per guest room, plus 8 spaces per 1,000 square feet of GFA for banquet/meeting room, plus 8 spaces per 1,000 square feet of GFA for full-service, outdoor dining, walk-up and fast-food restaurants, plus 5.5 spaces per 1,000 square feet of GFA for take-out restaurants integrated into the hotel complex, plus 1 space per 1,000 square feet of retail space plus 0.25 space for each employee working in the guest room areas. Industry Industrial: 1.55 spaces per 1,000 square feet of GFA, which may include a maximum of 10% office space, plus, if the percentage of office space exceeds 10% of the GFA, 4 spaces per 1,000 square feet of GFA for the floor area in excess of 10%. Industrial Training Facilities: 0.82 space per student, or 20 spaces per 1,000 square feet of GFA for instructional use, whichever results in a greater number of spaces, plus 4 spaces per 1,000 square feet of GFA for office use. Outdoor Uses: 0.4 space per 1,000 square feet of lot area devoted to outdoor uses, excluding parking areas and vehicular access-ways, or 1 space per 2 maximum contemplated number of employees to be engaged in the outdoor operation, whichever results in a greater number of spaces. Industry–Heavy Industrial–Heavy: 1.55 spaces per 1,000 square feet of building GFA, which may include a maximum of 10% office space, plus, if the percentage of office space exceeds 10% of the GFA, 4 spaces per 1,000 square feet of GFA for the floor area in excess of 10%. Industrial Training Facilities: 0.82 space per student, or 20 spaces per 1,000 square feet of GFA for instructional use, whichever results in a greater number of spaces, plus 4 spaces per 1,000 square feet of GFA for office use. Outdoor Uses: 0.4 space per 1,000 square feet of lot area devoted to outdoor uses, excluding parking areas and vehicular access-ways, or 1 space per 2 maximum contemplated number of employees to be engaged in the outdoor operation, whichever results in the greater number of spaces. Junkyards 5 spaces or 4 spaces per 1,000 square feet of building GFA, whichever is greater. Markets–Large 4 spaces per 1,000 square feet of GFA. Markets–Small 4 spaces per 1,000 square feet of GFA. APX - 6 Medical & Dental Offices 6 spaces per 1,000 square feet of GFA. Mortuaries Requires parking demand study per paragraph 18.42.040.010.0108. Office-General 3 stories or lower: 4 spaces per 1,000 square feet of GFA. More than 3 stories: 3 spaces per 1,000 square feet of GFA. Oil Production 2 spaces per well. Outdoor Storage Yards 4 spaces or 4 spaces per 1,000 square feet of building GFA of any accessory building, whichever is greater, plus spaces required for service vehicles. Personal Services–General 4 spaces per 1,000 square feet of GFA. Personal Services–Restricted 4 spaces per 1,000 square feet of GFA. Plant Nurseries 4 spaces per 1,000 square feet of building GFA, plus 0.4 space per 1,000 square feet of lot area devoted to outdoor uses, excluding parking areas and vehicular access-ways. Public Services 4 spaces per 1,000 square feet of GFA for buildings of 3 stories or lower; 3 spaces per 1,000 square feet of GFA for buildings of more than 3 stories. Recreation–Commercial Indoor Amusement Arcades: requires parking demand study per paragraph 18.42.040.010.0107. Billiard Halls: 2 spaces per billiard table, plus required spaces for other uses within the facility. Bowling Alleys: 6 spaces per bowling lane. Racquetball Facilities: 5 spaces per court. Skating Rinks: 2.4 spaces per 1,000 square feet of building GFA. Other Uses: Requires parking demand study per subsection 18.42.040.010.0108. Recreation–Commercial Outdoor Miniature Golf Course: 20 spaces per course, plus 1 per each employee. Other Uses: requires parking demand study per paragraph 18.42.040.010.0108. Recreation–Low-Impact Requires parking demand study per paragraph 18.42.040.010.0108. Recreation–Swimming & Tennis Swimming Facilities: requires parking demand study per paragraph 18.42.040.010.0108. Tennis Courts: 5 spaces per court. Recycling Services–Consumer None (spaces are required for host use(s) only). Recycling Services–General 1.55 spaces per 1,000 square feet of building GFA. Recycling Services–Processing 1.55 spaces per employee. Repair Services–General 5.5 spaces per 1,000 square feet of GFA for first 100,000 square feet, plus 4.5 spaces per 1,000 square feet of GFA over 100,000 square feet. Repair Services–Limited 5.5 spaces per 1,000 square feet of GFA for first 100,000 square feet, plus 4.5 spaces per 1,000 square feet of GFA over 100,000 square feet. APX - 7   Research & Development 4 spaces per 1,000 square feet of GFA for buildings of 3 stories or lower; 3 spaces per 1,000 square feet of GFA for buildings of more than 3 stories. Restaurants–General 20 seats or less: 5.5 spaces per 1,000 square feet of GFA. More than 20 seats: 10 spaces per 1,000 square feet of GFA. Restaurants within a Commercial Retail Center-Large: See parking requirements for Commercial Retail Center-Large Restaurants–Full Service Stand alone: 15 spaces per 1,000 square feet of GFA Restaurants within a Commercial Retail Center-Small: 8 spaces per 1,000 square feet of GFA Restaurants within a Commercial Retail Center-Large: See parking requirements for Commercial Retail Center-Large Restaurants–Outdoor Dining Same requirements as above for Restaurants-General and Restaurants-Full Service Retail Sales–General General: 4 spaces per 1,000 square feet of GFA. Art Galleries: 3.3 spaces per 1,000 square feet of GFA. Furniture, Carpet & Flooring: 2.25 spaces per 1,000 square feet of GFA. Retail Sales–Kiosks 1 space per 25 square feet of GFA or 3 spaces per facility, whichever results in a greater number of parking spaces. Retail Sales–Outdoor 0.4 space per 1,000 square feet of lot area devoted to outdoor uses, excluding parking areas and vehicular access-ways, or 0.5 space per each employee engaged in the outdoor operation, whichever results in a greater number of parking spaces. Retail Sales–Used Merchandise 4 spaces per 1,000 square feet of GFA for first 100,000 square feet. Room & Board 1 space for each bedroom, plus 1 space for each nonresident employee, plus 1 space for visitors (for purposes of this provision, "Bedroom" means any room designed, intended or primarily used for sleeping purposes). Self-Storage Facilities 0.27 space per 1,000 square feet of building GFA or 5 spaces, whichever results in a greater number of spaces, plus adequate loading and unloading areas as required by the Planning Services Manager or his/her designee. APX - 8   Sex-Oriented Businesses Primarily Live Performance: 10 spaces per 1,000 square feet of GFA. Primarily Book or Video Store: 5.5 spaces per 1,000 square feet of GFA. Studios–Broadcasting 2.5 spaces per 1,000 square feet of GFA. Studios–Recording 2.5 spaces per 1,000 square feet of GFA. Towing Services 4 spaces per 1,000 square feet of building GFA, plus spaces for tow trucks. Transit Facilities Requires parking demand study per paragraph 18.42.040.010.0108. Truck Repair & Sales 2.5 spaces per 1,000 square feet of GFA for interior showroom, plus 4 spaces per 1,000 square feet of office use, plus 5.5 square feet per 1,000 square feet of building GFA for parts, sales, storage and repair use. Utilities–Major Requires parking demand study per paragraph 18.42.040.010.0108. Utilities–Minor None required. Veterinary Services 5.5 spaces per 1,000 square feet of GFA for first 100,000 square feet, plus 4.5 spaces per 1,000 square feet of GFA over 100,000 square feet. Warehousing & Storage–Enclosed Buildings with 100,000 square feet or less of GFA: 1.55 spaces per 1,000 square feet of GFA, which may include a maximum of up to 10% office space Buildings with more than 100,000 square feet of GFA: 1 space per 1,000 square feet of, which may include a maximum of up to 10% office space If the percentage of office space exceeds 10% of the GFA: 4 spaces per 1,000 square feet of GFA for the floor area of office space in excess of 10%. Warehousing & Storage–Outdoors 0.4 spaces per 1,000 square feet of outdoor storage area (excluding vehicle access-ways), plus 1.55 spaces per 1,000 square feet of GFA, which may include a maximum of up to 10% office space; if the percentage of office space exceeds 10% of the GFA, 4 spaces per 1,000 square feet of GFA for the floor area of office space in excess of 10%. Wholesaling Buildings with 100,000 square feet or less of GFA: 1.55 spaces per 1,000 square feet of GFA. Buildings with more than 100,000 square feet of GFA: 1 space per 1,000 square feet of GFA. (Ord. 5920 § 1 (part); June 8, 2004: Ord. 5998 § 37; October 25, 2005: Ord. 6115 § 3; October 14, 2008: Ord. 6210, § 1; May 17, 2011: Ord. 6234 § 3; February 28, 2012: Ord. 6245 § 63; June 5, 2012: Ord. 6286 §§ 29, 30; September 3, 2013; Ord. 6296 § 11; March 4, 2014 : Ord. 6317 § 16; March 3, 2015 : Ord. 6382 § 15; October 18, 2016: Ord. 6399 § 4; March 7, 2017.) APX - 9 18.42.110 PARKING VARIANCES. .010 General. Except as otherwise expressly provided herein, variances from any of the requirements of this chapter relating to the minimum number of required parking spaces shall be processed in accordance with the procedures set forth in Chapter 18.60 (Procedures) and Chapter 18.74 (Variances). Any petition for a variance shall be accompanied by; either, a parking study prepared by an independent traffic engineer licensed by the State of California, or a parking justification letter, as determined by the Planning Services Manager and/or his or her designee. Notwithstanding the requirements of Chapter 18.74 (Variances), a variance shall be granted upon a finding by the Planning Commission or City Council that the evidence presented shows that all of the following conditions exist: .0101 That the variance, under the conditions imposed, if any, 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; .0102 That the variance, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon the public streets in the immediate vicinity of the proposed use; .0103 That the variance, under the conditions imposed, if any, will not increase the demand and competition for parking spaces upon adjacent private property in the immediate vicinity of the proposed use (which property is not expressly provided as parking for such use under an agreement in compliance with subsection .030 of Section 18.42.050 (Non-Residential Uses- Shared Parking Arrangements)); .0104 That the variance, under the conditions imposed, if any, will not increase traffic congestion within the off-street parking areas or lots provided for the proposed use; and .0105 That the variance, under the conditions imposed, if any, will not impede vehicular ingress to or egress from adjacent properties upon the public streets in the immediate vicinity of the proposed use. .020 Compliance with parking demand study or parking justification letter. Unless conditions to the contrary are expressly imposed upon the granting of any variance pursuant to this section, the granting of the variance shall be deemed contingent upon operation of the proposed use in conformance with the assumptions relating to the operation and intensity of the use, as contained in the parking demand study/parking justification letter that formed the basis for approval of the variance. Exceeding, violating, intensifying or otherwise deviating from any of the assumptions as contained in the parking demand study/parking justification letter shall be deemed a violation of the express conditions imposed upon the variance, which shall subject the variance to revocation or modification pursuant to the provisions of Section 18.60.200 (City-Initiated Revocation or Modification of Permits). .030 Sex-Oriented Businesses. Any application for a waiver or deviation from the provisions of this chapter relating to off-street parking requirements for any sex-oriented business, as defined in Chapter 18.54 (Sex-Oriented Businesses), shall comply with the following provisions: .0301 The application shall be determined by the City Hearing Officer appointed pursuant to the provisions of Section 1.12.110 (Appointment of Hearing Officer) of Chapter 1.12 (Procedural), following a duly noticed public hearing thereon held in accordance with the same procedure as set forth in subsection .040 of Section 18.54.030 (Statements and Records) of this Code. Such public hearing shall, upon the request of the applicant, be combined with the public hearing required for issuance of the sex-oriented business permit, as required pursuant to said subsection .040 of Section 18.54.030. .0302 The parking variance shall be approved by the Hearing Officer, if it meets the requirements and criteria set forth in subsection .010 above; otherwise, it shall be denied. Notice of such decision shall be provided in the same time and manner as set forth in Chapter 18.54 (Sex-Oriented Businesses) for processing the application for the sex-oriented use. Notwithstanding any other provision of the Anaheim Municipal Code to the contrary, the decision of the Hearing Officer shall be final. .0303 The term of the parking variance shall be coterminous with the term, or any renewal term, of the sex-oriented business permit. The processing of any renewal application for a permit pursuant to Chapter 18.54 (Sex-Oriented Businesses) shall not require the processing of a new parking variance. (Ord. 5920 1 (part); June 8, 2004: Ord. 6101 § 37; April 22, 2008: Ord. 6156 § 16; September 22, 2009: Ord. 6245 § 65; June 5, 2012.) APX - 10 1111 Town & Country Road, Suite 34 Orange, California 92868 (714) 973-8383 www.traffic-engineer.com APPENDIX I SEWER STUDY TECHNICAL MEMORANDUM To: Keith Linker From: Mike Swan Date: February 23, 2017 Subject: Sewer Study – 1441 S. Manchester Avenue Hilton Hotel City Project Tracking No.: OTH2016-00921 The purpose of this memorandum is to document a sewer study prepared for a proposed project that would include the demolition of the existing structures on the site and the development of the Hilton Hotel, including 225 hotel rooms, a 6,000 square foot (sf) restaurant, and 5,000 sf of retail space. The project is proposed to be constructed on Assessor Parcel No. (APN) 082-170- 58, approximately 1.33 acres. The site is bounded on the south by an institutional use building, on the west and north by other hotels, and on the east by S. Manchester Avenue, as shown on Figure 1. The Hilton Hotel is proposed to construct and share underground parking with the existing Holiday Inn Express hotel, located immediately north and adjacent to the project site on APN 082-170-35, approximately 1.17 acres. Currently, APN 082-170-58 is occupied by the Quality Inn including 108 rooms, which as indicated above will be demolished. According to the draft First Revision to the Combined Central Anaheim Area Master Plan of Sanitary Sewers (CCAAMPSS) the existing uses included in the Existing and Buildout System computer model scenario included the existing hotel loaded to the existing 12” VCP sewer running along Manchester Avenue. Sewage from the proposed project site is now proposed to be discharged to the same location in the 12” VCP sewer running along Manchester Avenue that the existing site discharges to. Based on the CCAAMPSS computer model, the existing hotel was all loaded to one manhole, SW086316, on Manchester Avenue. The proposed project will also be loaded to manhole SW086316 on Manchester Avenue. The existing and proposed manhole loading with flow generation is summarized in Table 1. Flow factors are in gallons per day (gpd) per hotel room and gpd per thousand square feet (ksf). The existing downstream sewer collection system and the location of the proposed project site are shown on Figure 2. Based on the CCAAMPSS, the Existing System Scenario included the flows shown in Table 2, with this table also showing the average flow increases due to the proposed project. The existing flow factor for hotel land uses from the CCAAMPSS was 150 gpd/room. This more conservative flow factor used in the master plan is meant to include ancillary uses such as meeting space and restaurants. For this detailed sewer study, the proposed flow factor for hotel rooms is 125 gpd/room based on new construction using more stringent plumbing codes, but since more detail is typically known for these studies the ancillary uses for restaurants, etc., are added, as appropriate for the proposed hotel. The proposed hotel is planned to have a 6,000 square foot (sf) restaurant and 5,000 sf of retail space. The flow factor for these ancillary uses is 1,000 gpd/ksf 1441 S. Manchester Avenue HIlton Hotel Sewer Study Page 2 of 3 February 23, 2017 2ANA015019 2 for restaurant and 350 gpd/ksf for retail. As shown in Table 2, the total average daily flow increase to the sewer collection system is 19,675 gpd with the new hotel project. Table 1 – Existing and Proposed Manhole Flow Loading Table 2 – Existing and Proposed Flow Increases Due to Proposed Project The Existing Condition Scenario plus the project flows and depth-to-Diameter (d/D) ratios for the sewer collection system from the hydraulic model for the CCAAMPSS are shown in Table 3. There are two large diameter, parallel sewers in Katella Avenue west of Harbor Blvd. It should be noted that a sewer improvement project to divert flow from the southerly Katella Avenue sewer at West Street is currently under construction and is scheduled to be completed prior to occupancy of the new Hilton Hotel. This sewer project runs southerly in West Street from Katella then westerly in Eleanor and Wakefield to Ninth Street and based on the First Revision to the CCAAMPSS that is currently being finalized, flow is diverted from manhole SW076302 in Katella Avenue by gravity into this new sewer system. Rooms ksf SW086316 Quality Inn Hotel Exisiting 108 150 16,200 - Total Flow to SW086316 16,200 - SW086316 Hilton Hotel Proposed 225 125 - 28,125 Restaurant Proposed 6.0 1,000 - 6,000 Retail Space Proposed 5.0 350 - 1,750 Total Flow to SW086316 - 35,875 Manhole Number Existing/ Proposed Flow Factor (gpd/unit) Proposed Flow Rate (gpd) Exsiting Flow Rate (gpd) Units Rooms ksf Existing Average Flow Quality Inn Hotel Commercial (Hotel) 108 150 16,200 Total Existing Flow 16,200 Proposed Project Average Flow Hilton Hotel Commercial (Hotel) 225 125 28,125 Restaurant Commercial (Hotel) 6.0 1,000 6,000 Retail Space Commercial (Hotel) 5.0 350 1,750 Total Proposed Flow 35,875 Average Flow Increase 19,675 Project Parcels Land Use Flow Factor (gpd/unit) Flow Rate (gpd) Units 1441 S. Manchester Avenue HIlton Hotel Sewer Study Page 3 of 3 February 23, 2017 2ANA015019 3 As shown on Table 3, Existing Scenario, the existing condition only shows three deficiencies in the northerly Katella Avenue line. One of these is a short 8-inch intertie connecting the two parallel lines on Katella that is utilized to balance flows between the parallel lines, so it will always show full flow in peak conditions and is not necessarily a deficiency. The other two deficiencies are borderline deficient (just right at the d/D criteria of 0.75 for lines 12 inches in diameter and larger). There are two parallel sewer lines (a northerly and southerly line) running westerly down Katella Avenue interconnected at two locations by small intertie pipes, causing these lines to act as one system. Downstream of Harbor Blvd., the northerly line is 21” in diameter increasing to 24” at Disneyland Drive and then to 27” just west of Walnut. The southerly line is 24” the entire reach downstream of Harbor Blvd.. Starting at Harbor Blvd., the invert of the southerly sewer is approximately one foot higher than the northerly sewer and by the time they reach Ninth Street the inverts are basically the same. Since the northerly line could actually flow full before it would spill over into the southerly line (between Harbor and about Walnut), it is assumed that these lines can exceed the d/D criteria of 0.75 for lines 12 inches and larger in diameter without causing capacity or backflow issues. Because of this, deficiencies in either the northerly or southerly line in Katella Avenue at a certain point are not deemed problematic. It is recommended, however, in the draft First Revision to the CCAAMPSS, that the connectivity between these two lines be analyzed in detail and improved by installing more frequent interties with larger interconnecting pipes between manholes in this system. The Buildout Condition Scenario plus the project flows and depth-to-Diameter (d/D) ratios for the sewer collection system from the hydraulic model for the First Revision to the CCAAMPSS are shown in Table 4. As seen in Table 4, Buildout Scenario, there are deficiencies in both the northerly and southerly lines in Katella Avenue. One of these is the same 8-inch intertie pipe described above in the Existing Scenario. The other deficiencies are borderline deficient. The same discussion relative to the parallel system in Katella Avenue described above in the Existing Scenario applies to the Buildout Scenario as well. Conclusion As shown above, no additional sewer system improvements are required for the proposed 1441 S. Manchester Avenue Hilton Hotel Project including 225 hotel rooms. The deficiencies in the parallel Katella Avenue sewer system shown in Table 3 and 4 are present in the First Revision to the CCAAMPSS, prior to adding the flow from this sewer study, and the recommended interties are part of the recommended Capital Improvement Program in that master plan. This proposed development would not change those recommendations. Attachments: Figures 1 & 2, Tables 3 & 4 © 2014 Digital Map Products. All rights reserved. 156 feet Page 1 of 1. 1/12/2017http://maps.digitalmapcentral.com/production/Dashboard/8/6/5/release/html/toolkit/commands/print/ht... APN 082-170-35 AP N 082-1 7 0 - 5 8 HILTON HOTEL PROJECT SITE FIGURE 1 LOCATION MAP MANCHESTER AVE I 5 F R E E W A Y Street Cross Street Upstrm MH-Dwnstrm MH Size (in) Length (ft) Slope (ft/ft) Peak Flow (gpm) d/D Adj. d/D Project SW086316-SW086317 12 279 0.002 90 0.26 0.26 SW086317-SW087201 12 256 0.002 90 0.25 0.43 SW087201-SW087205 12 252 0.004 93 0.23 0.41 Clementine SW087205-SW087208 12 195 0.005 109 0.23 0.32 Manchester SW087208-SW087213 12 276 0.006 109 0.22 0.28 Arlo SW087213-SW087214 12 187 0.002 163 0.34 0.35 SW087214-SW087217 12 269 0.002 199 0.37 0.37 SW087217-SW087218 12 65 0.003 199 0.37 0.37 Disney SW087218-SW087401 12 198 0.001 199 0.45 0.45 SW087401-SW087402 12 410 0.002 199 0.37 0.40 SW087402-SW087406 12 384 0.002 251 0.42 0.42 SW087406-SW087410 12 398 0.002 251 0.42 0.42 SW087410-SW087412 12 37 0.01 254 0.29 0.29 SW087412-SW087416 8 24 0.084 315 0.33 1.00 SW087412-SW087411 12 15 0.013 0 0.00 0.00 Katella SW087411-SW087415 12 24 0.09 0 0.00 0.55 Clementine SW087416-SW087415 21 15 0.002 2,131 0.67 0.67 SW087415-SW087414 21 147 0.002 2,131 0.62 0.63 SW087414-SW087413 21 104 0.002 2,131 0.67 0.67 SW087413-SW087425 21 90 0.002 2,131 0.66 0.66 SW087425-SW087317 21 239 0.002 2,131 0.66 0.66 SW087317-SW087315 21 124 0.002 2,131 0.67 0.67 SW087315-SW087318 21 94 0.002 2,137 0.66 0.66 SW087318-SW087313 21 116 0.002 2,183 0.67 0.67 SW087313-SW087311 21 126 0.002 2,202 0.68 0.68 SW087311-SW087309 21 213 0.002 2,227 0.65 0.65 SW087309-SW087307 21 317 0.002 2,263 0.66 0.66 Harbor SW087307-SW076411 24 56 0.002 2,263 0.52 0.54 SW076411-SW076424 24 52 0.002 2,263 0.52 0.59 SW076424-SW076410 24 278 0.002 3,067 0.63 0.63 SW076410-SW076409 24 159 0.002 3,068 0.66 0.66 SW076409-SW076408 24 159 0.002 3,081 0.65 0.66 SW076408-SW076407 24 60 0.002 3,114 0.72 0.72 SW076407-SW076405 24 318 0.002 3,114 0.63 0.65 SW076405-SW076433 24 56 0.002 3,138 0.71 0.71 SW076433-SW076308 24 379 0.002 3,138 0.71 0.71 SW076308-SW076307 24 176 0.002 3,138 0.64 0.66 SW076307-SW076306 24 202 0.002 3,138 0.70 0.70 SW076306-SW076305 24 113 0.002 3,138 0.68 0.68 SW076305-SW076304 24 262 0.002 3,327 0.70 0.70 SW076304-SW076303 24 110 0.002 3,327 0.70 0.70 SW076303-SW076302 24 279 0.002 3,327 0.71 0.71 SW076302-SW066417 24 53 0.006 1,070 0.27 0.38 SW066417-SW066422 24 276 0.001 1,327 0.46 0.46 SW066422-SW066421 24 331 0.002 1,335 0.40 0.41 SW066421-SW066420 24 250 0.002 1,353 0.41 0.41 SW066420-SW066419 24 80 0.003 1,511 0.40 0.42 SW066419-SW066418 24 338 0.002 1,511 0.43 0.43 SW066418-SW066328 24 329 0.002 1,511 0.43 0.43 SW066328-SW066327 24 331 0.002 1,511 0.43 0.43 SW066327-SW066325 24 327 0.002 1,512 0.43 0.43 SW066325-SW066324 24 299 0.002 1,512 0.42 0.42 9th SW066324-OT057444 24 43 0.002 1,512 0.42 0.42 Table 3 - Existing Land Use Scenario Plus Project MANCHESTER C L E M E N T I N E S O U T H E R L Y K A T E L L A West Casa Vista Walnut Street Cross Street Upstrm MH-Dwnstrm MH Size (in) Length (ft) Slope (ft/ft) Peak Flow (gpm) d/D Adj. d/D Table 3 - Existing Land Use Scenario Plus Project Harbor SW076424-SW076430 8 22 0.053 0 0.00 1.00 SW076430-SW076429 21 267 0.002 1,359 0.53 0.53 SW076429-SW076428 21 265 0.002 1,440 0.52 0.52 SW076428-SW076427 21 39 0.010 1,441 0.33 0.42 SW076427-SW076417 21 449 0.002 1,450 0.53 0.54 SW076417-SW076312 21 384 0.002 1,615 0.57 0.64 SW076312-SW076311 21 374 0.002 2,361 0.74 0.74 SW076311-SW076310 21 253 0.002 2,361 0.75 0.75 SW076310-SW076309 21 249 0.002 2,361 0.75 0.75 SW076309-SW066430 21 261 0.002 2,361 0.74 0.81 SW066430-SW066424 24 44 0.002 2,962 0.67 0.79 SW066424-SW066428 24 19 0.002 2,705 0.66 0.66 SW066424-SW066417 8 20 0.003 276 1.00 1.00 SW066417-SW066428 8 19 0.022 0 0.00 1.00 SW066428-SW066427 24 265 0.002 2,705 0.63 0.63 SW066427-SW066423 24 332 0.002 2,705 0.63 0.63 SW066423-SW066426 24 340 0.002 2,705 0.62 0.63 SW066426-SW066332 24 314 0.002 2,705 0.64 0.64 Walnut SW066332-OT066331 24 25 0.002 2,791 0.62 0.62 OT066331-OT066329 27 661 0.002 4,606 0.74 0.74 OT066329-OT057445 27 658 0.002 4,606 0.74 0.74 OT057445-OT057447 27 143 0.009 4,606 0.45 0.48 OT057447-OT057448 27 450 0.009 4,606 0.45 0.45 OT057448-OT057449 27 83 0.014 4,606 0.39 0.45 OT057449-OT057450 27 566 0.005 4,607 0.52 0.52 OT057450-OT057342 27 98 0.005 4,624 0.52 0.52 OT057342-OT057339 27 681 0.005 4,624 0.52 0.52 Euclid OT057339-SW050430 27 603 0.007 4,624 0.49 0.49 Katella SW076302-WEST1 12 85 0.022 2,257 0.53 0.53 WEST1-WEST3 24 265 0.002 2,257 0.55 0.55 WEST3-WEST4 24 356 0.002 2,258 0.54 0.54 WEST4-WEST5 24 14 0.001 2,275 0.61 0.61 WEST5-WEST6 24 180 0.002 2,275 0.55 0.55 Eleanor WEST6-WEST7 24 243 0.002 2,275 0.55 0.55 West WEST7-ELEANOR1 24 22 0.002 2,275 0.56 0.56 Wakefield ELEANOR1-ELELANOR2 24 258 0.002 2,275 0.52 0.52 Eleanor ELEANOR2-WAKEFIELD1 24 249 0.002 2,275 0.52 0.52 WKFIELD1-WKFIELD2 24 148 0.002 2,275 0.52 0.52 WKFIELD2-WKFIELD3 24 160 0.002 2,275 0.52 0.52 WKFIELD3-WKFIELD4 24 300 0.002 2,275 0.52 0.53 WKFIELD4-WKFIELD5 24 300 0.002 2,275 0.58 0.58 WKFIELD5-WKFIELD6 24 298 0.002 2,307 0.59 0.59 WKFIELD6-WKFIELD7 24 290 0.002 2,323 0.59 0.59 WKFIELD7-WKFIELD8 24 284 0.002 2,335 0.59 0.59 WKFIELD8-WKFIELD9 24 289 0.002 2,350 0.59 0.59 WKFIELD9-WKFIELD10 24 316 0.002 2,362 0.60 0.62 WAKEFIELD10-OT058408 24 8 0.001 2,385 0.67 0.67 N O R T H E R L Y K A T E L L A Disneyland 9th W E S T ELEANOR W A K E F I E L D Jacalene 9th Street Cross Street Upstrm MH-Dwnstrm MH Size (in) Length (ft) Slope (ft/ft) Peak Flow (gpm) d/D Adj. d/D Table 3 - Existing Land Use Scenario Plus Project OT057445-OT057444 24 14 0.000 0 0.00 0.18 OT057444-OT058209 24 384 0.004 1,512 0.36 0.36 OT058209-OT058219 24 555 0.004 1,512 0.36 0.36 OT058219-OT058406 24 514 0.004 1,512 0.36 0.40 OT058406-OT058408 24 92 0.004 1,515 0.36 0.53 OT058408-OT058415 24 371 0.004 3,898 0.62 0.62 Orangewood OT058415-OT058435 24 728 0.004 3,898 0.62 0.62 Red 12" or larger pipes d/D > 0.75 and 10" or smaller pipes d/D > 0.67 Orange Backflow 12" or larger pipes d/D > 0.75 and 10" or smaller pipes d/D > 0.67 9 T H Katella Wakefield Street Cross Street Upstrm MH-Dwnstrm MH Size (in) Length (ft) Slope (ft/ft) Peak Flow (gpm) d/D Adj. d/D Project SW086316-SW086317 12 279 0.002 90 0.26 0.26 SW086317-SW087201 12 256 0.002 90 0.25 0.43 SW087201-SW087205 12 252 0.004 93 0.23 0.41 Clementine SW087205-SW087208 12 195 0.005 109 0.23 0.32 Manchester SW087208-SW087213 12 276 0.006 109 0.22 0.28 Arlo SW087213-SW087214 12 187 0.002 163 0.34 0.35 SW087214-SW087217 12 269 0.002 199 0.37 0.37 SW087217-SW087218 12 65 0.003 199 0.37 0.37 Disney SW087218-SW087401 12 198 0.001 199 0.45 0.46 SW087401-SW087402 12 410 0.002 300 0.47 0.49 SW087402-SW087406 12 384 0.002 352 0.51 0.51 SW087406-SW087410 12 398 0.002 352 0.51 0.51 SW087410-SW087412 12 37 0.01 355 0.35 0.35 SW087412-SW087416 8 24 0.084 589 0.46 1.00 SW087412-SW087411 12 15 0.013 0 0.00 0.00 Katella SW087411-SW087415 12 24 0.09 0 0.00 0.60 Clementine SW087416-SW087415 21 15 0.002 2,410 0.73 0.73 SW087415-SW087414 21 147 0.002 2,410 0.68 0.69 SW087414-SW087413 21 104 0.002 2,410 0.73 0.73 SW087413-SW087425 21 90 0.002 2,410 0.72 0.72 SW087425-SW087317 21 239 0.002 2,410 0.72 0.72 SW087317-SW087315 21 124 0.002 2,410 0.73 0.73 SW087315-SW087318 21 94 0.002 2,416 0.72 0.72 SW087318-SW087313 21 116 0.002 2,463 0.74 0.74 SW087313-SW087311 21 126 0.002 2,482 0.74 0.74 SW087311-SW087309 21 213 0.002 2,507 0.71 0.71 SW087309-SW087307 21 317 0.002 2,543 0.72 0.72 Harbor SW087307-SW076411 24 56 0.002 2,543 0.56 0.60 SW076411-SW076424 24 52 0.002 2,543 0.56 0.64 SW076424-SW076410 24 278 0.002 3,446 0.69 0.69 SW076410-SW076409 24 159 0.002 3,501 0.73 0.73 SW076409-SW076408 24 159 0.002 3,515 0.72 0.72 SW076408-SW076407 24 60 0.002 3,515 0.80 0.80 SW076407-SW076405 24 318 0.002 3,515 0.69 0.70 SW076405-SW076433 24 56 0.002 3,515 0.78 0.78 SW076433-SW076308 24 379 0.002 3,514 0.78 0.78 SW076308-SW076307 24 176 0.002 3,514 0.70 0.72 SW076307-SW076306 24 202 0.002 3,514 0.77 0.77 SW076306-SW076305 24 113 0.002 3,514 0.74 0.74 SW076305-SW076304 24 262 0.002 3,705 0.76 0.76 SW076304-SW076303 24 110 0.002 3,705 0.77 0.77 SW076303-SW076302 24 279 0.002 3,705 0.78 0.78 SW076302-SW066417 24 53 0.006 1,208 0.28 0.40 SW066417-SW066422 24 276 0.001 1,465 0.49 0.49 SW066422-SW066421 24 331 0.002 1,473 0.42 0.43 SW066421-SW066420 24 250 0.002 1,492 0.44 0.44 SW066420-SW066419 24 80 0.003 1,653 0.42 0.44 SW066419-SW066418 24 338 0.002 1,653 0.46 0.46 SW066418-SW066328 24 329 0.002 1,653 0.45 0.45 SW066328-SW066327 24 331 0.002 1,653 0.45 0.45 SW066327-SW066325 24 327 0.002 1,654 0.45 0.45 SW066325-SW066324 24 299 0.002 1,654 0.44 0.44 9th SW066324-OT057444 24 43 0.002 1,654 0.45 0.45 Table 4 - Buildout Land Use Scenario Plus Project MANCHESTER C L E M E N T I N E S O U T H E R L Y K A T E L L A West Casa Vista Walnut Street Cross Street Upstrm MH-Dwnstrm MH Size (in) Length (ft) Slope (ft/ft) Peak Flow (gpm) d/D Adj. d/D Table 4 - Buildout Land Use Scenario Plus Project Harbor SW076424-SW076430 8 22 0.053 0 0.00 1.00 SW076430-SW076429 21 267 0.002 1,441 0.55 0.55 SW076429-SW076428 21 265 0.002 1,522 0.54 0.54 SW076428-SW076427 21 39 0.010 1,522 0.34 0.43 SW076427-SW076417 21 449 0.002 1,532 0.55 0.56 SW076417-SW076312 21 384 0.002 1,697 0.59 0.66 SW076312-SW076311 21 374 0.002 2,442 0.76 0.76 SW076311-SW076310 21 253 0.002 2,442 0.78 0.78 SW076310-SW076309 21 249 0.002 2,442 0.77 0.77 SW076309-SW066430 21 261 0.002 2,442 0.76 0.84 SW066430-SW066424 24 44 0.002 3,041 0.68 0.82 SW066424-SW066428 24 19 0.002 2,784 0.68 0.68 SW066424-SW066417 8 20 0.003 276 1.00 1.00 SW066417-SW066428 8 19 0.022 0 0.00 1.00 SW066428-SW066427 24 265 0.002 2,784 0.64 0.64 SW066427-SW066423 24 332 0.002 2,784 0.64 0.64 SW066423-SW066426 24 340 0.002 2,784 0.63 0.64 SW066426-SW066332 24 314 0.002 2,784 0.66 0.66 Walnut SW066332-OT066331 24 25 0.002 2,874 0.63 0.63 OT066331-OT066329 27 661 0.002 4,869 0.78 0.78 OT066329-OT057445 27 658 0.002 4,869 0.78 0.78 OT057445-OT057447 27 143 0.009 4,869 0.46 0.48 OT057447-OT057448 27 450 0.009 4,869 0.46 0.46 OT057448-OT057449 27 83 0.014 4,869 0.40 0.47 OT057449-OT057450 27 566 0.005 4,870 0.54 0.54 OT057450-OT057342 27 98 0.005 4,888 0.54 0.54 OT057342-OT057339 27 681 0.005 4,888 0.54 0.54 Euclid OT057339-SW050430 27 603 0.007 4,888 0.50 0.50 Katella SW076302-WEST1 12 85 0.022 2,497 0.56 0.56 WEST1-WEST3 24 265 0.002 2,497 0.58 0.58 WEST3-WEST4 24 356 0.002 2,497 0.58 0.58 WEST4-WEST5 24 14 0.001 2,497 0.65 0.65 WEST5-WEST6 24 180 0.002 2,497 0.59 0.59 Eleanor WEST6-WEST7 24 243 0.002 2,497 0.58 0.58 West WEST7-ELEANOR1 24 22 0.002 2,497 0.60 0.60 Wakefield ELEANOR1-ELELANOR2 24 258 0.002 2,497 0.55 0.55 Eleanor ELEANOR2-WAKEFIELD1 24 249 0.002 2,497 0.55 0.55 WKFIELD1-WKFIELD2 24 148 0.002 2,497 0.55 0.55 WKFIELD2-WKFIELD3 24 160 0.002 2,497 0.55 0.55 WKFIELD3-WKFIELD4 24 300 0.002 2,497 0.55 0.56 WKFIELD4-WKFIELD5 24 300 0.002 2,497 0.62 0.62 WKFIELD5-WKFIELD6 24 298 0.002 2,530 0.63 0.63 WKFIELD6-WKFIELD7 24 290 0.002 2,547 0.62 0.62 WKFIELD7-WKFIELD8 24 284 0.002 2,560 0.63 0.63 WKFIELD8-WKFIELD9 24 289 0.002 2,575 0.63 0.63 WKFIELD9-WKFIELD10 24 316 0.002 2,589 0.63 0.67 WAKEFIELD10-OT058408 24 8 0.001 2,613 0.71 0.71 N O R T H E R L Y K A T E L L A Disneyland 9th W E S T ELEANOR W A K E F I E L D Jacalene 9th Street Cross Street Upstrm MH-Dwnstrm MH Size (in) Length (ft) Slope (ft/ft) Peak Flow (gpm) d/D Adj. d/D Table 4 - Buildout Land Use Scenario Plus Project OT057445-OT057444 24 14 0.000 0 0.00 0.19 OT057444-OT058209 24 384 0.004 1,654 0.37 0.37 OT058209-OT058219 24 555 0.004 1,654 0.37 0.37 OT058219-OT058406 24 514 0.004 1,654 0.37 0.43 OT058406-OT058408 24 92 0.004 1,657 0.37 0.57 OT058408-OT058415 24 371 0.004 4,268 0.66 0.66 Orangewood OT058415-OT058435 24 728 0.004 4,268 0.66 0.66 Red 12" or larger pipes d/D > 0.75 and 10" or smaller pipes d/D > 0.67 Orange Backflow 12" or larger pipes d/D > 0.75 and 10" or smaller pipes d/D > 0.67 9 T H Katella Wakefield Initial Study/Mitigated Negative Declaration Responses to Comments Hilton Garden Inn and Home2 Suites Hotel Project Development Project No. 2016-00114 Prepared for Planning Services Division City of Anaheim 200 South Anaheim Boulevard Anaheim, California 92805 Prepared by BonTerra Psomas 3 Hutton Centre Drive, Suite 200 Santa Ana, California 92707-8794 June 2018 ATTACHMENT NO. 15 RESPONSES TO COMMENTS ON THE INITIAL STUDY/MITIGATED NEGATIVE DECLARATION FOR THE HILTON GARDEN INN AND HOME2 SUITES PROJECT Development Project No. 2016-00114 Pursuant to the California Environmental Quality Act (CEQA), the potential environmental effects of the proposed Hilton Garden Inn and Home2 Suites Hotel Project (Project) have been analyzed in an Initial Study/Mitigated Negative Declaration (IS/MND) dated May 2018. The public review period extended for 20 days beginning May 24, 2018 and ending on June 12, 2018. The City distributed a Notice of Intent (NOI) to adopt an MND along with the IS. Letters commenting on the information and analysis in the IS/MND were received during the public review period from the following agencies: • OC Public Works (June 7, 2018) • Gabrielino Band of Mission Indians – Kizh Nation (June 11, 2018) • California Department of Transportation, District 12 (Caltrans) (June 12, 2018) • Airport Land Use Commission (June 12, 2018) CEQA Guidelines Section 15074(b) states that prior to approving a project, the lead agency must consider the proposed IS/MND together with any comments received during the public review process. Written responses to comments are not required; however, the City of Anaheim, as lead agency, has prepared written responses to agency comments received for consideration by the Planning Commission. The comment letters followed by the City’s responses are attached. The numbers provided in the right margin of the comment letters correspond to the responses to comments. Based on the evaluation in the IS/MND and the comments received, the City has determined that all potential impacts associated with the proposed project are less than significant with incorporation of identified mitigation measures (MMs). A Mitigation Monitoring and Reporting Program has also been prepared and will be implemented for the proposed project. Therefore, the City of Anaheim has determined that an MND in accordance with CEQA is the appropriate environmental document for the proposed project. Hilton Garden Inn and Home2 Suites Project R:\Projects\ANA\3ANA009106\RTC\RTC HGI_H2 Suites-061518.docx 1 Responses to Comments Hilton Garden Inn and Home2 Suites Project R:\Projects\ANA\3ANA009106\RTC\RTC HGI_H2 Suites-061518.docx 2 Responses to Comments Response to Comment Letter 1 OC Public Works June 7, 2018 Response 1.1. The commenter acknowledged receipt of the IS/MND and has no comments. No further response is necessary. Hilton Garden Inn and Home2 Suites Project R:\Projects\ANA\3ANA009106\RTC\RTC HGI_H2 Suites-061518.docx 3 Responses to Comments Hilton Garden Inn and Home2 Suites Project R:\Projects\ANA\3ANA009106\RTC\RTC HGI_H2 Suites-061518.docx 4 Responses to Comments Response to Comment Letter 2 Gabrielino Band of Mission Indians – Kizh Nation June 11, 2018 Response 2.1. The commenter requests to be consulted if any ground disturbance will be conducted for the Project. As indicated in Section XVIII, Tribal Cultural Resources, of the IS/MND, an email request for consultation was received by the City of Anaheim from the Gabrielino Band of Mission Indians – Kizh Nation on June 27, 2017. In response to the request for consultation, the City responded via email to initiate phone consultation. A letter was subsequently received by the City requesting consultation pursuant to Senate Bill 18, to which the City sent a response email on November 16, 2017 offering consultation. No response to the email or further communications were received and the City made the determination to end the consultation process due to the lack of response. Hilton Garden Inn and Home2 Suites Project R:\Projects\ANA\3ANA009106\RTC\RTC HGI_H2 Suites-061518.docx 5 Responses to Comments Hilton Garden Inn and Home2 Suites Project R:\Projects\ANA\3ANA009106\RTC\RTC HGI_H2 Suites-061518.docx 6 Responses to Comments Hilton Garden Inn and Home2 Suites Project R:\Projects\ANA\3ANA009106\RTC\RTC HGI_H2 Suites-061518.docx 7 Responses to Comments Response to Comment Letter 3 Department of Transportation, District 12 June 12, 2018 Response 3.1. It is noted that multiple transit options exist proximate to the Proposed Project Site, as also discussed in Section XVII, Transportation/Traffic, of the IS/MND. The hotel concierge and front office staff will have information regarding the nearest transit stops and routes readily available for guests. Response 3.2. As detailed in MM 5.14-9 of the IS/MND, the property owner/developer shall provide transportation demand management (TDM) strategies to the City. As noted in the IS/MND, TDM strategies may include development of a rideshare or vanpooling list and offering a local shuttle service to employees. Response 3.3. The commenter suggests enhancing pedestrian safety at the crossing areas on Harbor Boulevard and Manchester Avenue. The suggested features are noted; however, the areas identified in the comment are located outside of the Project boundaries. The Project Applicant is not responsible for improvements outside of the Project boundaries. Response 3.4. As noted in Section 2.1.2 and Appendix C of the Traffic Study (included as Appendix H1 of the IS/MND) and stated on pages 5-64 and 5-66 of the IS/MND, HCM 2010 was used for the traffic analysis. Response 3.5. The Traffic Study (included as Appendix H1 of the IS/MND) was prepared by Iteris, Inc. in consultation with City of Anaheim and consistent with the Criteria for Preparation of Traffic Impact Studies provided by the City of Anaheim Traffic Engineering Section. Accordingly, the Traffic Study evaluated Caltrans intersections (on- and off-ramps) using HCM 2010 methodology per Caltrans requirements. Response 3.6. The commenter states that the Traffic Management Plan must be submitted for Caltrans review before construction of the Project. The comment is noted and the Project Applicant will be responsible to provide all applicable plans to Caltrans for review. Response 3.7. At this time, no Project work is proposed to occur within State right-of-way. The comment is noted and, should plans be altered resulting in the need for work within the State right-of-way, appropriate coordination will be undertaken. Hilton Garden Inn and Home2 Suites Project R:\Projects\ANA\3ANA009106\RTC\RTC HGI_H2 Suites-061518.docx 8 Responses to Comments Hilton Garden Inn and Home2 Suites Project R:\Projects\ANA\3ANA009106\RTC\RTC HGI_H2 Suites-061518.docx 9 Responses to Comments Response to Comment Letter 4 Airport Land Use Commission June 12, 2018 Response 4.1. The commenter correctly states that the Project Site is not located within the Airport Planning Areas, Noise Impact Zones, Clear Zone, or Height Restriction Zone for either of the two nearest airport facilities: Fullerton Municipal Airport or Joint Forces Training Base Los Alamitos nor does the Project include development of heliports or helistops. Further, the Proposed Project is designed with a maximum height of 84 feet above ground surface and would not exceed 200 feet above ground level; therefore, no notices are required to be filed with the Federal Aviation Administration. Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 1 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Te r m s a n d D e f i n i t i o n s 1. Pr o p e r t y O w n e r / D e v e l o p e r − An y o w n e r o r d e v e l o p e r o f r e a l p r o p e r t y w i t h i n t h e H i l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l p r o j e c t s i t e . 2. En v i r o n m e n t a l E q u i v a l e n t / T i m i n g − A n y m i t i g a t i o n m e a s u r e a n d t i m i n g t h e r e o f , s u b j e c t t o t h e a p p r ov a l o f t h e C i t y , w h i c h will have the same or s u p e r i o r r e s u l t a n d w i l l h a v e t h e s a m e o r s u p e r i o r e f f e c t o n t h e e n v i r o n m e n t . T h e P l a n n i n g D ep a r t m e n t , i n c o n j u n c t i o n w i t h any appropriate ag e n c i e s o r C i t y d e p a r t m e n t s , s h a ll d e t e r m i n e t h e a d e q u a c y o f a ny p r o p o s e d “ e n v i r o n m e n t a l e q u i v a le n t t i m i n g ” a n d , i f d e t e r m i n e d necessary, ma y r e f e r s a i d d e t e r m i n a t i o n t o t h e P l a n n i n g C o m m i s s i o n . A n y c o st s a s s o c i a t e d w i t h i n f o r m a t i o n r e q u i r e d i n o r d e r t o m a k e a d e t ermination of en v i r o n m e n t a l e q u i v a l e n c y / t i m i n g sh a l l b e b o r n e b y t h e p r o p e r t y o w n e r / d e v e l o p e r . S t a f f t i m e f o r r e v i e w s w i l l b e c h a r g e d o n a t ime and materials ba s i s a t t h e r a t e i n t h e C i t y ’ s a d o p t e d F e e S c h e d u l e . 3. Ti m i n g − Th i s i s t h e p o i n t w h e r e a m i t i g a t i o n m e a s u r e m u s t b e m o n i t o r e d fo r c o m p l i a n c e . I n t h e c a s e w h e r e m u l t i p l e a c t i o n i t e m s a r e i n d icated, it i s t h e f i r s t p o i n t w h e r e c o m pl i a n c e a s s o c i a t e d w i t h t h e m i t i ga t i o n m e a s u r e m u s t b e m o n i t o r e d . O n c e t h e i n i t i a l a c t i o n i t e m has been complied wi t h , n o a d d i t i o n a l m o n i t o r i n g p u r s u a n t t o t h e M i t i g a t i o n M o n i t or i n g P l a n w i l l o c c u r , a s r o u t i n e C i t y p r a c t i c e s a n d p r o c e d u r e s will ensure that th e i n t e n t o f t h e m e a s u r e h a s b e e n c o m p l i e d w i t h . F o r e x a m p l e , if t h e t i m i n g i s “ t o b e s h o w n o n a p p r o v e d b u i l d i n g p l a n s ” s u b s e q u e n t t o i s s u a n c e of t h e b u i l d i n g p e r m it c o n s i s t e n t w i t h t h e a p p r o v e d p l a n s w i l l be f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s p u r s u a n t t o t h e b u i l d i ng permit to ensure co m p l i a n c e . 4. Re s p o n s i b i l i t y f o r M o n i t o r i n g − Sh a l l m e a n t h a t c o m p l i a n c e w i t h t h e s u b j e c t m i t i g a t i o n m e a s u r e ( s) s h a l l b e r e v i e w e d a nd determined adequate by a l l d e p a r t m e n t s l i s t e d f o r e a c h m i t i g a t i o n m e a s u r e . O u t s i d e pu b l i c a g e n c y r e v i e w i s l i m i t e d t o t h o s e p u b l i c a g e n c i e s s p e c i f ied in the Mitigation Mo n i t o r i n g P l a n w h i c h h a v e p e r m i t a u t h o r i t y i n c o n j u n c t i o n w i t h t h e m i t i g a t i o n m e a s u r e . 5. On g o i n g M i t i g a t i o n M e a s u r e s − Th e m i t i g a t i o n m e a s u r e s t h a t a r e d e s i g n a t e d t o o c c u r o n a n o n g o in g b a s i s a s p a r t o f t h i s M i t i g a t i o n M o n i t o r i n g Pl a n w i l l b e m o n i t o r e d i n t h e f o r m o f a n a n n u a l l e t t e r f r o m t h e p r o p e r t y o w n e r / d e v e l o p e r i n J a n u a r y o f e a c h y e a r d e m o n s t r a t i n g how compliance wi t h t h e s u b j e c t m e a s u r e ( s ) h a s b e e n a c h i e v e d . W h e n c o m p l i a n c e wi t h a m e a s u r e h a s b e e n d e m o n s t r a t e d f o r a p e r i o d o f o n e y e a r , monitoring of th e m e a s u r e w i l l b e d e e m e d t o b e s a t i s f i e d a n d n o f u r t h e r m o n i t or i n g w i l l o c c u r . F o r m e a s u r e s t h a t a r e t o b e m o n i t o r e d “ O n g o i n g During Co n s t r u c t i o n , ” t h e a n n u a l l e t t e r w i l l r e v i e w t h o s e m e a s u r e s o n l y w h i l e c o n s t r u c t i o n i s o c c u r r i n g ; m o n i t o r i n g w i l l b e d i s c o n t i n ued after co n s t r u c t i o n i s c o m p l e t e . A f i n a l a n n u a l l e t t e r w i l l b e p r o v i d e d a t t h e c l o s e o f c o n s t r u c t i o n . 6. Bu i l d i n g P e r m i t − Fo r p u r p o s e s o f t h i s M i t i g a t i o n M on i t o r i n g P l a n , a b u i l d i n g p e r mi t s h a l l b e d e f i n e d a s a n y p e r m i t i s s u e d f o r c o n s t r u c t i o n o f a n e w b u i l d i n g o r s t r u c t u r a l e x p a n s i o n o r m o d i f i c a t i o n o f a n y e xi s ti n g b u i l d i n g , b u t s h a l l n o t i n c l u d e a n y p e r m i t s r e q u i r e d f o r interior tenant im p r o v e m e n t s o r m i n o r a d d i t i o n s t o a n e x i s t i n g s t r u c t u r e o r b u i ld i n g . AT T A C H M E N T NO . 16 Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 2 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion AE S T H E T I C S 5. 1 - 1 P r i o r t o f i n a l s i t e p l a n a p p r o v a l P r i o r t o f i n a l s i t e p l a n a p p r o v a l , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a s h a d e a nd sh a d o w a n a l y s i s t o t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t f o r r e v ie w a n d a p p r o v a l de m o n s t r a t i n g t h a t t h e p r o p o s e d s t ru c t u r e ( s ) w o u l d a v o i d c r e a t i ng s i g n i f i c a n t s h a d e a n d sh a d o w i m p a c t s o n a d j a c e n t l a n d u s e s t o t h e m a x i m u m e x t e n t f e a s ib l e . A s i g n i f i c a n t sh a d e a n d s h a d o w i m p a c t w o u l d o c c u r w h e n o u t d o o r a c t i v e a r e a s ( e. g . , o u t d o o r e a t i n g ar e a s , h o t e l / m o t e l s w i m m i n g p o o l s , a n d r e s i d e n t i a l f r o n t a n d b a ck y a r d s ) o r s t r u c t u r e s th a t i n c l u d e s e n s i t i v e u s e s ( e . g. , r e s i d e n c e s ) h a v e w i n d o w s t h a t n o r m a l l y r e c e i v e s u n l i g h t ar e c o v e r e d b y s h a d o w s f o r m o r e t h a n 5 0 p e r c e n t o f t h e s u n l i g h t h o u r s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 2 P r i o r t o i s s u a n c e o f b u i l d i n g pe r m i t s Pr i o r t o i s s u a n c e o f b u i l d i n g p e r m i t s , a l l p l u m b i n g o r o t h e r s i mi l a r p i p e s a n d f i x t u r e s l o c a t e d on t h e e x t e r i o r o f t h e b u i l d i n g s h a l l b e s h o w n o n p l a n s a s f u l l y s c r e e n e d f r o m v i e w o f ad j a c e n t p u b l i c r i g h t s - o f - w a y a n d f r o m a d j a c e n t p r o p e r t i e s b y a rc h i t e c t u r a l d e v i c e s a n d / o r ap p r o p r i a t e b u i l d i n g m a t e r i a l s . A n o t e i n d i c a t i n g t h a t t h e s e i m pr o v e m e n t s w i l l b e i n s t a l l e d pr i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s s h a l l b e s p e c i f i ca l l y s h o w n o n t h e p l a n s su b m i t t e d f o r b u i l d i n g p e r m i t s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 3 O n g o i n g O n g o i n g , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l b e r e sp o n s i b l e f o r t h e r e m o v a l o f a n y o n - s i t e gr a f f i t i w it h i n 2 4 h o u r s o f i t s a p p l i c a t i o n . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 4 P r i o r t o F i n a l S i t e P l a n a p p r o v a l P r i o r t o F i n a l S i t e P l a n a p p r o v a l , t h e l o c a t i o n a n d c o n f ig u r a t i o n o f a l l l i g h t i n g f i x t ur e s in c l u d i n g g r o u n d - m o u n t e d l i g h t i n g f i x t u r e s u t i l i z e d t o a c c e n t b ui l d i n g s , l a n d s c a p e el e m e n t s , o r t o i l l u m i n a t e p e d e s t r i a n a r e a s s h a l l b e s h o w n o n a ll F i n a l S i t e P l a n s . A l l pr o p o s e d s u r f a c e p a r k i n g a r e a l i g ht i n g f i x t u r e s s h a l l b e d o w n - l ig h t e d w i t h a m a x i m u m he i g h t o f 1 2 f e e t a d j a c e n t t o a n y r e s i d e n t i a l p r o p e r t i e s . A l l l ig h t i n g f i x t u r e s s h a l l b e sh i e l d e d t o d i r e c t l i g h t i n g t o w a r d t h e a r e a t o b e i l l u m i n a t e d a nd a w a y f r o m a d j a c e n t re s i d e n t i a l p r o p e r t y l i n e s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 5 P r i o r t o f i n a l b u i l d i n g a n d z o n i n g in s p e c t i o n s Pr i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s , p r i v a t e s t r e e t s w i t h i n t h e A n a h e i m R e s o r t Sp e c i f i c P l a n a r e a s h a l l h a v e s t r ee t l i g h t s i n s t a l l e d w h i c h a r e c o m p a t i b l e w i t h t h e d e s i g n st a n d a r d s u s e d f o r t h e p u b l i c s t r ee t s a s d e t e r m i n e d b y t h e P u b l ic U t i l i t i e s D e p a r t m e n t . Pu b l i c U t i l i t i e s De p a r t m e n t 5. 1 - 6 P r i o r t o f i n a l b u i l d i n g a n d z o n i n g in s p e c t i o n s Pr i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s , r o o t a n d s i d e w a lk b a r r i e r s s h a l l b e p r o v i d e d fo r t r e e s w i t h i n s e v e n f ee t o f p u b l i c s i d e w a l k s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 7 P r i o r t o f i n a l b u i l d i n g a n d z o n i n g in s p e c t i o n s Pr i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s , t h e p r o p e r t y o w ne r / d e v e l o p e r s h a l l s u b m i t to t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t a l e t t e r f r o m a l i c e n s e d l a n d s c a p e a r c h i t e c t ce r t i f y i n g t h a t a l l l a n d s c a p i n g an d i r r i g a t i o n s y s t e m s h a v e b e e n i n s t a l l e d i n a c c o r d a n c e wi t h l a n d s c a p i n g p l a n s a p p r o v e d i n c o n n e c t i o n w i t h t h e F i n a l S i te P l a n . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 8 O n g o i n g O n g o i n g , a l l o n - s i t e n o n - P u b l i c R e a l m l a n d s c a p i n g a n d i r r i g a t i o n s y s t e m s , a n d P u b l i c Re a l m l a n d s c a p i n g a n d i r r i g a t i o n s y s t e m s , w i t h i n a r e a i n w h i c h de d i c a t i o n h a s n o t b e e n ac c e p t e d b y t h e C i t y , s h a l l b e m a i n t a i n e d b y t h e p r o p e r t y o w n e r /d e v e l o p e r , i n c o m p l i a n c e wi t h C i t y s t a n d a r d s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 3 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion 5. 1 - 9 O n g o i n g O n g o i n g , a n y t r e e p l an t e d w i t h i n t h e S e t b a c k R e a l m s h a l l b e r e p l a c e d i n a t i m e l y m a n n e r in t h e e v e n t t h a t i t i s r e m o v e d , d a m a g e d , d i s e a s e d a n d / o r d e a d . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 1 0 O n g o i n g O n g o i n g , a l i c e n s e d a r b o r i s t s h a l l b e h i r e d b y t he p r o p e r t y o w n e r / d e v e l o p e r t o b e re s p o n s i b l e f o r a ll t r e e t r i m m i n g . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 1 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t s Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t s , u n l e s s r e c o r d s i n d i ca t e p r e v i o u s p a y m e n t , a fe e f o r s t r e e t t r e e p u r p o s e s s h a ll b e p a i d o r c a u s e t o b e p a i d to t h e C i t y o f A n a h e i m b a s e d on t h e l e n g t h o f s t r ee t f r o n t a g e i n a n a m o u nt a s e s t a b l i s h e d b y C i t y C o u n c i l r e s o l u t i o n o r cr e d i t a g a i n s t t h e f e e g i v e n f o r C i t y a u t h o r i z e d i m p r o v e m e n t s i ns t a l l e d b y t h e p r o p e r t y ow n e r / d e v e l o p e r . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 1 2 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , a l l a i r c o n d i t i o n i n g f a c i l i t i e s a n d o t h e r r o o f a n d gr o u n d - m o u n t e d e q u i p m e n t s h a l l b e s h o w n o n p l a n s a s s h i e l d e d f r om p u b l i c v i e w a n d th e s o u n d b u f f e r e d t o c o m p l y w i t h C i t y o f A n a h e i m n o i s e o r d i n a n ce s f r o m a n y a d j a c e n t re s i d e n t i a l o r t r a n s i e n t - o c c u p i e d p r o p e r t i e s . A n o t e i n d i c a t i n g t h a t t h e s e i m p r o v e m e n t s sh a l l b e i n s t a l l e d p r i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o ns s h a l l b e s p e c i f i c a l l y s h o w n on t h e p l a n s s u b m i t t e d f o r b u i l d i n g p e r m i t s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 1 3 P r i o r t o F i n a l S i t e P l a n ap p r o v a l P r i o r t o F i n a l S i t e P l an a p p r o v a l , p l a n s s h a l l s h o w t h a t t h e r e a r e l e v a t i o n s o f b u i l d in g s vi s i b l e f r o m o f f - s i t e a r e a s s h a l l b e a r c h i t e c t u r a l l y a c c e n t e d t o p o r t r a y a f i n i s h e d l o o k . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 - 1 4 P r i o r t o F i n a l S i t e P l a n ap p r o v a l P r i o r t o F i n a l S i t e P l an a p p r o v a l , p l a n s s h a l l s h o w t h a t n o s h u t t l e / b u s / v e h i c u l a r d r o p- o f f ar e a s s h a l l b e p e r m i t t e d i n h o t e l /m o t e l o r v a c a t i o n r e s o r t f r o n t s e t b a c k a r e a . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t AI R Q U A L I T Y 5. 2 - 1 O n g o i n g d u r i n g p r o j e c t o p e r at i o n O n g o i n g d u r i n g p r o j e c t o pe r a t i o n , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l i m p l e m e n t me a s u r e s t o r e d u c e e m i s s i o n s t o th e e x t e n t p r a c t i c a l , s c h e d u l e go o d s m o v e m e n t s f o r o f f - pe a k t r a f f i c h o u r s , a n d u s e c l e a n f u e l f o r v e h i c l e s a n d o t h e r e qu i p m e n t , a s p r a c t i c a b l e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 2 - 2 P r i o r t o t h e i s s u a n c e o f e a c h bu i l d i n g p e r m i t Pr i o r t o t h e i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e p r o p e r t y o w n er / d e v e l o p e r s h a l l s u b m i t ev i d e n c e t h a t l o w e m i s s i o n p a i n t s a n d c o a t i n g s a r e u t i l i z e d i n th e d e s i g n a n d c o n s t r u c t i o n of b u i l d i n g s , i n c o m p l i a n c e w i t h S C A Q M D r e g u l a t i o n s . T h e i n f o r m at i o n s h a l l b e d e n o t e d on t h e p r o j e c t p l a n s a n d s p e c i f i c at i o n s . T h e p r o p e r t y o w n e r / d e v el o p e r s h a l l s u b m i t a n ar c h i t e c t u r a l c o a t i n g s c h e d u l e a n d c a l c u l a t i o n s d e m o n s t r a t i n g t ha t V O C e m i s s i o n s f r o m ar c h i t e c t u r a l c o a t i n g o p e r a t i o ns w o u l d n o t e x c e e d 7 5 p o u n d s p e r d a y a v e r a g e d o v e r bi w e e k l y p e r i o d s . T h e c a l c u l a t i o n s s h a l l s h o w , f o r e a c h c o a t i n g , t h e s u r f a c e a r e a t o b e co a t e d , g a l l o n s ( o r l i t e r s ) o f co a t i n g p e r u n i t s u r f a c e a r e a , a nd V O C c o n t e n t p e r g a l l o n ( o r li t e r ) . T h e p r o p e r t y o w n e r / d e v e l op e r s h a l l a l s o i m p l e m e n t t h e f ol l o w i n g t o l i m i t e m i s s i o n s fr o m a r c h i t e c t u r a l c o a t i ng s a n d a s p h a lt u s a g e : a. U s e n o n - s o l v e n t - b a s e d c o a t i n g s o n b u i l d i n g s , w h e r e v e r a p p r o p ri a t e ; b. U s e s o l v e n t - b a s e d c o a t i n g s , w h e r e t h e y a r e n e c e s s a r y . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 4 Mitigation Monitoring Program MM 5 . 2 - 3 O n g o i n g d u r i n g c o n s t r u c ti o n O n g o i n g d u r i n g c o n s t r u c t i o n, t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l i m p l e m e n t m e a s u r e s t o re d u c e c o n s t r u c t i o n - r e l a t e d a i r qu a l i t y i m p a c t s . T h e s e m e a s u r e s s h a l l i n c l u d e , b u t a r e n o t li m i t e d t o : a. N o r m a l w e t t i n g p r o c e d u r e s ( a t l e a s t t w i c e d a i l y ) o r o t h e r d u st p a l l i a t i v e m e a s u r e s sh a l l b e f o l l o w e d d u r i n g e a r t h - m o v i n g o p e r a t i o n s t o m i n i m i z e f u gi t i v e d u s t em i s s i o n s , i n c o m p l i a n c e w i t h t h e C i t y o f A n a h e i m M u n i c i p a l C o d e i n c l u d i n g ap p l i c a t i o n o f c h e m i c a l s o i l s t a b i l i z e r s t o e x p o s e d s o i l s a f t e r g r a d i n g i s c o m p l e t e d an d r e p l a c i n g g r o u n d c o v e r i n d i s tu r b e d a r e a s a s q u i c k l y a s p r a ct i c a b l e . b. F o r p r o j e c t s w h e r e t h e r e i s e xc a v a t i o n f o r s u b t e r r a n e a n f a c i li t i e s ( s u c h a s p a r k i n g ) on - s i t e h a u l r o a d s s h a l l b e w a t e r e d a t l e a s t e v e r y t w o h o u r s o r t h e o n - s i t e h a u l ro a d s s h a l l b e p a v e d . c. E n c l o s i n g , c o v e r i n g , w a t e r i ng t w i c e d a i l y , o r a p p l y i n g a p p r o ve d s o i l b i n d e r s , ac c o r d i n g t o m a n u f a c t u r e r ’ s s p e c if i c a t i o n , t o e x p o s e d p i l e s . d. R o a d w a y s a d j a c e n t t o t h e p r o j ec t s h a l l b e s w e p t a n d c l e a r e d of a n y s p i l l e d e x p o r t ma t e r i a l s a t l e a s t t w i c e a d a y t o a s s i s t i n m i n i m i z i n g f u g i t i v e d u s t ; a n d , h a u l r o u t e s sh a l l b e c l e a r e d a s n e e d e d i f s p i l l s o f m a t e r i a l s e x p o r t e d f r o m t h e p r o j e c t s i t e oc c u r . e. W h e r e p r a c t i c a b l e , h e a v y d u t y co n s t r u c t i o n e q u i p m e n t s h a l l b e k e p t o n s i t e w h e n no t i n o p e r a t i o n t o m i n i m i z e e x h a u s t e m i s s i o n s a s s o c i a t e d w i t h ve h i c l e s re p e t i t i o u s l y e n t e r i n g a n d ex i t i n g t h e p r o j e c t s i t e . f. T r u c k s i m p o r t i n g o r e x p o r t i n g s o i l m a t e r i a l a n d / o r d e b r i s s h al l b e c o v e r e d p r i o r t o en t e r i n g p u b l i c s t r e e t s . g. T a k i n g p r e v e n t i v e m e a s u r e s t o e n s u r e t h a t t r u c k s d o n o t c a r r y d i r t o n t i r e s o n t o pu b l i c s t r e e t s , i n c l u d i n g t r e a t i n g o n s i t e r o a d s an d s t a g i n g a r e as . h. P r e v e n t i n g t r u c k s f r o m i d l i n g f o r l o n g e r t h a n 2 m i n u t e s . i. M a n u a l l y i r r i g a t e o r a c t i v a t e i r r i g a t i o n s y s t e m s n e c e s s a r y t o w a t e r a n d m a i n t a i n th e v e g e t a t i o n a s s o o n a s p la n t i n g i s c o m p l e t e d . j. R e d u c e T r a f f i c s p e e d s o n a l l u n p a v e d r o a d s u r f a c e s t o 1 5 m i l es p e r h o u r o r l e s s . k. S u s p e n d a l l g r a d i n g o p e r a t i o n s w h e n w i n d s p e e d s ( a s i n s t a n t a ne o u s g u s t ) ex c e e d 2 5 m i l e s p e r h o u r a n d d u r in g f i r s t a n d s e c o n d s t a g e s m o g a l e r t s . l. C o m p l y w i t h S C A Q M D R u l e 4 0 2 , w h i c h s t a t e s t h a t n o d u s t i m p a c ts o f f s i t e a r e su f f i c i e n t t o b e c a l l e d a n u i s a n c e , a n d S C A Q M D R u l e 4 0 3 , w h i c h re s t r i c t s v i s i b l e em i s s i o n s f r o m c o n s t r u c t i o n . m. U s e l o w e m i s s i o n m o b i l e c o n s t r u c t i o n e q u i p m e n t ( e . g . , t r a c t o rs , s c r a p e r s , d o z e r s , et c . ) w h e r e p r a c t i c a b l e . n. U t i l i z e e x i s t i n g p o w e r s o u r c e s ( e . g . , p o w e r p o l e s ) o r c l e a n - fu e l g e n e r a t o r s r a t h e r th a n t e m p o r a r y p o w e r g e n e r a t o r s , w h e r e p r a c t i c a b l e . o. M a i n t a i n c o n s t r u c t i o n e q u i p m en t e n g i n e s b y k e e p i n g t h e m p r o p er l y t u n e d . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 5 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion p. U s e l o w s u l f u r f u e l f o r e q u i p me n t , t o t h e e x t e nt p r a c t i c a b l e . 5. 2 - 4 P r i o r t o i s s u a n c e o f e a c h g r a d i n g pe r m i t ( f o r I m p o r t / E x p o r t P l a n ) an d p r i o r t o i s s u a n c e o f de m o l i t i o n p e r m i t ( f o r D e m o l i t i o n Pl a n ) Pr i o r t o i s s u a n c e o f e a c h g r a d i n g p e r m i t ( f o r I m p o r t / E x p o r t P l a n) a n d p r i o r t o i s s u a n c e o f de m o l i t i o n p e r m i t ( f o r D e m o l i t i on P l a n ) , t h e p r o p e r t y o w n e r / d e v el o p e r s h a l l s u b m i t De m o l i t i o n a n d I m p o r t / E x p o r t p l a n s . T h e p l a n s s h a l l i n c l u d e i d e nt i f i c a t i o n o f o f f s i t e lo c a t i o n s f o r m a t e r i a l s e x p o r t fr o m t h e p r o j e c t a n d o p t i o n s f o r d i s p o s a l o f e x c e s s m a t e r i a l . Th e s e o p t i o n s m a y i n c l u d e r e c y c l i ng o f m a t e r i a l s o n s i t e , s a l e t o a s o i l b r o k e r o r c o n t r a c t o r , sa l e t o a p r o j e c t i n t h e v i c i n i t y o r t r a n s p o r t t o a n e n v i r o n m e n ta l l y c l e a r e d l a n d f i l l , w i t h at t e m p t s m a d e t o m o v e i t w i t h i n O r a n g e C o u n t y . T h e p r o p e r t y o w n er / d e v e l o p e r s h a l l o f f e r re c y c l a b l e b u i l d i n g m a t e r i a l s , s u c h a s a s p h a l t o r c o n c r e t e f o r sa l e o r r e m o v a l b y p r i v a t e fi r m s o r p u b l i c a g e n c i e s f o r u s e i n c o n s t r u c t i o n o f o t h e r p r o j e ct s , i f n o t a l l c a n b e r e u s e d on t h e p r o j e c t s i t e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 2 - 5 P r i o r t o t h e i s s u a n c e o f e a c h bu i l d i n g p e r m i t Pr i o r t o t h e i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e p r o p e r t y o w n er / d e v e l o p e r s h a l l c o m p l y wi t h a l l S C A Q M D o f f s e t r e g u l a t i o n s a n d i m p l e m e n t a t i o n o f B e s t A va i l a b l e C o n t r o l Te c h n o l o g y ( B A C T ) a n d B e s t A v a i l a b l e R e t r o f i t C o n t r o l T e c h n o l o g y ( B A R C T ) f o r a n y n e w or m o d i f i e d s t a t i o n a r y s o u r c e . C o p i e s o f p e r m i t s s h a l l b e g i v e n t o t h e P l a n n i n g a n d Bu i l d i n g D e p a r t m e n t . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 2 - 6 P r i o r t o t h e i s s u a n c e o f e a c h bu i l d i n g p e r m i t Pr i o r t o t h e i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e p r o p e r t y o w n er / d e v e l o p e r s h a l l im p l e m e n t , a n d d e m o n s t r a t e t o t h e C i t y , m e a s u r e s t h a t a r e b e i n g t a k e n t o r e d u c e op e r a t i o n - r e l a t e d a i r q u a l i t y i m p a c ts . T h e s e m e a s u r e s m a y i n c l u de , b u t a r e n o t l i m i t e d t o th e f o l l o w i n g : a. I m p r o v e t h e r m a l i n t e g r i t y o f s t r u c t u r e s a n d r e d u c e d t h e r m a l lo a d t h r o u g h u s e o f au t o m a t e d t i m e c l o c k s o r o c c u p a n t s e n s o r s . b. I n c o r p o r a t e e f f i c i e n t h e a t i n g a n d o t h e r a p p l i a n c e s . c. I n c o r p o r a t e e n e r g y c o n s e r v a t i on m e a s u r e s i n s i t e o r i e n t a t i o n a n d i n b u i l d i n g de s i g n , s u c h a s a p p r o p r i a t e p a s s i v e s o l a r d e s i g n . d. U s e d r o u g h t - r e s i s t a n t l a n d s c a p i n g w h e r e v e r f e a s i b l e t o r e d u c e e n e r g y u s e d i n pu m p i n g a n d t r a n s p o r t i n g w a t e r . e. T o t h e e x t e n t f e a s i b l e , p r o v i d e d a y c a r e o p p o r t u n i t i e s f o r e m pl o y e e s o r p a r t i c i p a t e in a j o i n t d e v e l o p m e n t d a y c a r e c e n t e r f. I n s t a l l f a c i l i t i e s f o r e l e c t r i c v e h i c l e r e c h a r g i n g , u n l e s s i t i s d e m o n s t r a t e d t h a t t h e te c h n o l o g y f o r t h e s e f a c i l i t i e s o r a v a i l a b i l i t y o f t h e e q u i p m e n t c u r r e n t a t t h e t i m e ma k e s t h i s i n s t a l l a t i o n i n f e a s i b l e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 6 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion 5. 2 - 7 P r i o r t o i s s u a n c e o f t h e f i r s t bu i l d i n g p e r m i t Pr i o r t o i s s u a n c e o f t h e f i r s t b u i l d i n g p e r m i t , t h e p r o p e r t y o w ne r / d e v e l o p e r s h a l l s u b m i t a hu m a n h e a l t h r i s k a s s e s s m e n t ( H R A ) f o r a n y p r o p o s e d s e n s i t i v e l an d u s e s ( a c c o r d i n g t o SC A Q M D s t a n d a r d s a t t h a t t i m e ) t o b e l o c a t e d w i t h i n 5 0 0 f e e t o f t h e n e a r e d g e o f t h e I - 5 f r e e w a y u n l e s s i t i s d e m o n s t ra t e d t h a t t h e he a l t h r i s k s h a v e be e n d e t e r m i n e d t o b e ac c e p t a b l e a c c o r d i n g t o t h e s t a n d a r d s o f t h e S C A Q M D a t t h e t i m e o f b u i l d i n g p e r m i t ap p l i c a t i o n . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t BI O L O G I C A L R E S O U R C E S 4- 1 P r i o r t o t h e i s s u a n c e o f a de m o l i t i o n p e r m i t , g r a d i n g p e r m i t , or b u i l d i n g p e r m i t , w h i c h e v e r oc c u r s f i r s t Pr i o r t o t h e i s s u a n c e o f a d e m o l i t i o n p e r m i t , g r a d i n g p e r m i t , o r b u i l d i n g p e r m i t , w h i c h e v e r oc c u r s f i r s t , a s u r v e y f o r a c t i v e r a p t o r n e s t s s h a l l b e c o n d u c t ed b y a q u a l i f i e d B i o l o g i s t an d s u b m i t t e d t o t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t 3 0 d a y s p ri o r t o c o m m e n c e m e n t of a n y d e m o l i t i o n o r c o n s t r u c t i o n ac t i v i t i e s d u r i n g t h e r a p t o r ne s t i n g s e a s o n ( F e b r u a r y 1 to J u n e 3 0 ) a n d w i t h i n 5 0 0 f e e t o f a f a n p a l m , j u n i p e r , o r c a n a ry i s l a n d p i n e . S h o u l d a n ac t i v e n e s t b e i d e n t i f i e d , r e s t r ic t i o n s d e f i n e d b y a q u a l i f i e d Bi o l o g i s t w i l l b e p l a c e d o n co n s t r u c t i o n a c t i v i t i e s i n t h e v i c i n i t y o f a n y a c t i v e n e s t o b s e rv e d u n t i l t h e n e s t i s n o l o n g e r ac t i v e , a s d e t e r m i n e d b y a q u a l i f i e d B i o l o g i s t . T h e s e r e s t r i c t i on s m a y i n c l u d e a 3 0 0 - t o 50 0 - f o o t b u f f e r z o n e d e s i g n a t e d a r o u n d a n e s t t o a l l o w c o n s t r u c ti o n t o p r o c e e d w h i l e mi n i m i z i n g d i s t u r b a n c e t o t h e a c t i v e n e s t . O n c e t h e n e s t i s n o lo n g e r a c t i v e , c o n s t r u c t i o n ca n p r o c e e d w i t h i n t h e b u f f e r z o n e . (A R S P E I R 3 4 0 M M 5 . 3 - 1 ) Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 4- 2 P r i o r t o t h e i s s u a n c e o f a de m o l i t i o n p e r m i t , g r a d i n g p e r m i t , or b u i l d i n g p e r m i t , w h i c h e v e r oc c u r s f i r s t Pr i o r t o t h e i s s u a n c e o f a d e m o l i t i o n p e r m i t , g r a d i n g p e r m i t , o r b u i l d i n g p e r m i t , w h i c h e v e r oc c u r s f i r s t , a l e t t e r d e t a i l i n g t h e p r o p o s e d s c h e d u l e f o r v e g e ta t i o n r e m o v a l a c t i v i t i e s s h a l l be s u b m i t t e d t o t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t , v e r i f y i n g t h a t r e m o v a l s h a l l t a k e pl a c e b e t w e e n A u g u s t 1 a n d F e b r u a r y 2 8 t o a v o i d t h e b i r d n e s t i n g s e a s o n . T h i s w o u l d en s u r e t h a t n o a c t i v e n e s t s w o u l d b e d i s t u r b e d . I f t h i s i s n o t fe a s i b l e , t h e n a q u a l i f i e d Bi o l o g i s t s h a l l i n s p e c t a n y t r e e s w h i c h w o u l d b e i m p a c t e d p r i o r t o d e m o l i t i o n , g r a d i n g o r co n s t r u c t i o n a c t i v i t i e s t o e n s u r e n o n e s t i n g b i r d s a r e p r e s e n t . I f a n e s t i s p r e s e n t , t h e n ap p r o p r i a t e m i n i m i z a t i o n m e a s u r e s s h a l l b e d e v e l o p e d b y t h e B i o lo g i s t . (A R S P E I R 3 4 0 MM 5 . 3 - 2 ) Pl a n n i n g a n d B u i l d i n g De p a r t m e n t CU L T U R A L R E S O U R C E S 5- 1 P r i o r t o i s s u a n c e o f e a c h g r a d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h g r a d i n g p e r m i t , t h e p r o p e r t y o w n e r / d e ve l o p e r s h a l l s u b m i t a le t t e r i d e n t i f y i n g t h e c e r t i f i e d ar c h a e o l o g i s t t h a t h a s b e e n h i re d t o e n s u r e t h a t t h e f o l l o w i n g ac t i o n s a r e i m p l e m e n t e d : a. T h e a r c h a e o l o g i s t m u s t b e p r e s en t a t t h e p r e - g r a d i n g c o n f e r e nc e i n o r d e r t o es t a b l i s h p r o c e d u r e s f o r t e m p o r a r il y h a l t i n g o r r e d i r e c t i n g w o r k t o p e r m i t t h e sa m p l i n g , i d e n t i f i c a t i o n , a n d e v al u a t i o n o f a r t i f a c t s i f p o t e n t ia l l y s i g n i f i c a n t a r t i f a c t s ar e u n c o v e r e d . I f a r t i f a c t s a r e u n c o v e r e d a n d d e t e r m i n e d t o b e si g n i f i c a n t , t h e ar c h a e o l o g i c a l o b s e r v e r s h a l l d e t e r m i n e a p p r o p r i a t e a c t i o n s i n co o p e r a t i o n w i t h th e p r o p e r t y o w n e r / d e v e l o p e r f o r e x p l o r a t i o n a n d / o r s a l v a g e . Pu b l i c W o r k s De p a r t m e n t ; P l a n n i n g an d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 7 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion b. S p e c i m e n s t h a t a r e c o l l e c t e d p r i o r t o o r d u r i n g t h e g r a d i n g pr o c e s s w i l l b e do n a t e d t o a n a p p r o p r i a t e e d u c a t i o n a l o r r e s e a r c h i n s t i t u t i o n . c. A n y a r c h a e o l o g i c a l w o r k a t t h e s i t e s h a l l b e c o n d u c t e d u n d e r t h e d i r e c t i o n o f t h e ce r t i f i e d a r c h a e o l o g i s t . I f a n y a r t i f a c t s a r e d i s c o v e r e d d u r i n g g r a d i n g o p e r a t i o n s wh e n t h e a r c h a e o l o g i c a l m o n i t o r is n o t p r e s e n t , g ra d i n g s h a l l b e d i v e r t e d a r o u n d th e a r e a u n t i l t h e m o n i t o r c a n s u r v e y t h e a r e a . d. A f i n a l r e p o r t d e t a i l i n g t h e fi n d i n g s a n d d i s p o s i t i o n o f t h e s p e c i m e n s s h a l l b e su b m i t t e d t o t h e C i t y E n g i n e e r . U p o n c o m p l e t i o n o f t h e g r a d i n g , t h e a r c h a e o l o g i s t sh a l l n o t i f y t h e C i t y a s t o w h e n t h e f i n a l r e p o r t w i l l b e s u b m i tt e d . (A R S P E I R 3 4 0 MM 5 . 4 - 1 ) 5. 4 - 3 P r i o r t o a p p r o v a l o f a f i n a l s i t e pl a n f o r p r o p e r t i e s t h a t c o n t a i n a st r u c t u r e o v e r 4 5 y e a r s o l d Pr i o r t o a p p r o v a l o f a f i n a l s i t e p l a n f o r p r o p e r t i e s t h a t c o n t ai n a s t r u c t u r e o v e r 4 5 y e a r s ol d , p r o p e r t y o w n e r s / d e v e l o p e r s s h a l l s u b m i t t o t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t , Pl a n n i n g S e r v i c e s D i v i s i o n , d o c u m e n t a t i o n t o v e r i f y t h e p r e s e n c e/ a b s e n c e o f h i s t o r i c re s o u r c e s . O n p r o p e r t i e s w h e r e r e s o u r c e s a r e i d e n t i f i e d , s u c h d oc u m e n t a t i o n s h a l l pr o v i d e a d e t a i l e d m i t i g a t i o n p l a n , i n c l u d i n g a m o n i t o r i n g p r o g ra m a n d r e c o v e r y a n d / o r i n si t u p r e s e r v a t i o n p l a n , b a s e d on t h e r e c o m m e n d a t i o n s o f a q u a l i fi e d s p e c i a l i s t . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t GE O L O G Y A N D S O I L S 6- 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e p r o p e r t y o w n e r / d ev e l o p e r s h a l l s u b m i t p l a n s to t h e P l a n n i n g D e p a r t m e n t , B u i l d i n g S e r v i c e s D i v i s i o n f o r r e v i ew a n d a p p r o v a l s h o w i n g th a t t h e p r o p o s e d s t r u c t u r e h a s b e e n a n a l y z e d f o r e a r t h q u a k e l o ad i n g a n d d e s i g n e d ac c o r d i n g t o t h e m o s t r e c e n t s e i s m i c s t a n d a r d s i n t h e C a l i f o r n i a B u i l d i n g C o d e a d o p t e d by t h e C i t y o f A n a h e i m . (A R S P E I R 3 4 0 M M 5 . 5 - 3 ) Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 6- 2 P r i o r t o i s s u a n c e o f b u i l d i n g o r gr a d i n g p e r m i t s Pr i o r t o i s s u a n c e o f b u i l d i n g o r g r a d i n g p e r m i t s , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l s u b m i t to t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t , B u i l d i n g S e r v i c e s D i v i si o n g e o l o g i c a n d ge o t e c h n i c a l i n v e s t i g a t i o n s i n a r ea s o f p o t e n t i a l s e i s m i c o r g e ol o g i c h a z a r d s a n d p r o v i d e a n o t e o n p l a n s t h a t a l l g r a d i n g op e r a t i o n s w i l l b e c o n d u c t e d i n c o n f o r m a n c e w i t h t h e re c o m m e n d a t i o n s c o n t a i n e d i n t h e a p p l i c a b l e g e o t e c h n i c a l i n v e s t ig a t i o n . (A R S P E I R 3 4 0 MM 5 . 5 - 6 ) Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 5 - 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e p r o p e r t y o w n e r / d ev e l o p e r s h a l l s u b m i t t o th e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t , B u i l d i n g S e r v i c e s D i v i s i o n f o r r e v i e w a n d ap p r o v a l , d e t a i l e d f o u n d a t i o n d e s i g n i n f o r m a t i o n f o r t h e s u b j e c t b u i l d i n g ( s ) , p r e p a r e d b y a c i v i l e n g i n e e r , b a s e d o n r e c o mm e n d a t i o n s b y a g e o t e c h n i c a l e n gi n e e r . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 5 - 2 P r i o r t o i s s u a n c e o f e a c h fo u n d a t i o n p e r m i t Pr i o r t o i s s u a n c e o f e a c h f ou n d a t i o n p e r m i t , t h e pr o p e r t y o w n e r /d e v e l o p e r s h a l l s u b m i t a re p o r t p r e p a r e d b y a g e o t e c h n i c a l e n g i n e e r t o t h e P l a n n i n g a n d Bu i l d i n g D e p a r t m e n t , Bu i l d i n g S e r v i c e s D i v i s i o n f o r r e v i e w a n d a p p r o v a l , w h i c h s h a l l i n v e s t i g a t e t h e s u b j e c t fo u n d a t i o n e x c a v a t i o n s t o d e t e r m i n e i f s o f t l a y e r s a r e p r e s e n t im m e d i a t e l y b e n e a t h t h e fo o t i n g s i t e a n d t o e n s u r e t h a t c o m p r e s s i b i l i t y d o e s n o t u n d e r l ie t h e f o o t i n g . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 8 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion 5. 5 - 4 P r i o r t o t h e f i n a l b u i l d i n g a n d zo n i n g i n s p e c t i o n f o r a ho t e l / m o t e l Pr i o r t o t h e f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n f o r a h o t e l / m ot e l , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l s u b m i t a n ea r t h q u a k e e m e r g e n c y r e s p o n s e p la n f o r r e v i e w a n d ap p r o v a l b y t h e F i r e D e p a r t m e n t . T h e p l a n s h a l l r e q u i r e p o s t e d no t i c e s i n a l l h o t e l r o o m s on e a r t h q u a k e s a f e t y p r o c e d u r e s a n d i n c o r p o r a t e o n g o i n g e a r t h q u ak e t r a i n i n g f o r h o t e l st a f f t o t h e s a t i s f a c t i o n o f t h e F i r e D e p a r t m e n t . Fi r e D e p a r t m e n t 5. 5 - 5 O n g o i n g d u r i n g g r a d i n g a c ti v i t i e s O n g o i n g d u r i n g g r a d i n g ac t i v i t i e s , t h e p r o p e r t y o w n e r / de v e l o p e r s h a l l i m p l e m e n t s t a n d a rd pr a c t i c e s f o r a l l a p p l i c a b l e c o d e s a n d o r d i n a n c e s t o p r e v e n t e r os i o n t o t h e s a t i s f a c t i o n o f th e P l a n n i n g an d B u i l d i n g D e p a r t m e n t , B u i ld i n g S e r v i c e s D i v i s i o n. Pl a n n i n g a n d B u i l d i n g De p a r t m e n t HA Z A R D S A N D H A Z A R D O U S M A T E R I A L S 8- 1 O n g o i n g d u r i n g p r o j e c t de m o l i t i o n a n d c o n s t r u c t i o n On g o i n g d u r i n g p r o j e c t d e m o l i t i on a n d c o n s t r u c t i o n , i n t h e e v e n t t h a t h a z a r d o u s w a s t e , in c l u d i n g a s b e s t o s , i s d i s c o v e r e d d u r i n g s i t e p r e p a r a t i o n o r c o ns t r u c t i o n , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l e n s u r e t h a t t h e i d e n t i f i e d h a z a r d o u s w a s t e a n d / o r h a z a r d o u s ma t e r i a l a r e h a n d l e d a n d d i s p o s ed o f i n t h e m a n n e r s p e c i f i e d b y t h e S t a t e o f C a l i f o r n i a Ha z a r d o u s S u b s t a n c e s C o n t r o l L a w (H e a l t h a n d S a f e t y C o d e , D i v i s io n 2 0 , C h a p t e r 6 . 5 ) , an d a c c o r d i n g t o t h e r e q u i r e m e n t s o f t h e C a l i f o r n i a A d m i n i s t r a t iv e C o d e , T i t l e 3 0 , C h a p t e r 22 . (A R S P E I R 3 4 0 M M 5 . 7 - 6 ) OC H e a l t h C a r e Ag e n c y ; En v i r o n m e n t a l Pr o t e c t i o n S e c t i o n o f th e F i r e D e p a r t m e n t ; So u t h C o a s t A i r Qu a l i t y M a n a g e m e n t Di s t r i c t 5. 7 - 1 P r i o r t o i s s u a n c e o f t h e f i r s t gr a d i n g o r d e m o l i t i o n p e r m i t , wh i c h e v e r o c c u r s f i r s t Pr i o r t o i s s u a n c e o f t h e f i r s t g ra d i n g o r d e m o l i t i o n p e r m i t , w h ic h e v e r o c c u r s f i r s t , i n a r e a s of f o r m e r s e r v i c e s t a t i o n s , i n a r e a s k n o w n o r t h o u g h t t o h a v e b ee n p r e v i o u s l y o c c u p i e d by U S T s , a n d i n a r e a s w h e r e t a n k r e m o v a l h a s n o t b e e n v e r i f i e d pr i o r t o e x c a v a t i o n o r gr a d i n g t h e p r o p e r t y o w n e r / d e v e l op e r s h a l l r e t a i n t h e s e r v i c e s of a q u a l i f i e d en v i r o n m e n t a l p r o f e s s i o n a l t o c o n d u c t a n i n v e s t i g a t i o n f o r k n o w n, o r t h e p r e s e n c e o f , cr y p t i c t a n k s , u s i n g g e op h y s i c a l m e t h o d s . So i l s a m p l i n g o r a s o i l o r g a n i c v a p o r s u r v e y m a y b e r e q u i r e d i f s o i l s a m p l i n g r e s u l t s a r e no t a v a i l a b l e , o r i n d i c a t e c o n t a m i n a t i o n i s p r e s e n t a b o v e r e g u l at o r y g u i d e l i n e s . I f wa r r a n t e d , s u b s u r f a c e i n v e s t i g a t i o n a n d s a m p l i n g s h a l l b e u n d e r ta k e n i n t h e s e a r e a s , an d a p p r o p r i a t e r e m e d i a t i o n m e a s u r e s d e v e l o p e d , i f n e c e s s a r y , b ef o r e d e m o l i t i o n , ex c a v a t i o n , o r g r a d i n g t a k e s p l a c e i n t h e s e a r e a s . Fi r e D e p a r t m e n t 5. 7 - 2 P r i o r t o t h e r e m o v a l o f U S T s P r i o r t o t h e r e m o v a l o f U S T s , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l o b t a i n a p e r m i t f r o m t h e Ha z a r d o u s M a t e r i a l s M a n a g e m e n t Se c t i o n o f t h e F i r e D e p a r t m e n t f o r t h e r e m o v a l o f s u c h ta n k s . D u r i n g t h e r e m o v a l o f U ST s , a r e p r e s e n t a t i v e f r o m t h e E n vi r o n m e n t a l P r o t e c t i o n Se c t i o n o f t h e F i r e D e p a r t m e n t s h a l l b e o n s i t e t o d i r e c t s o i l s am p l i n g . Fi r e D e p a r t m e n t 5. 7 - 3 O n g o i n g d u r i n g r e m e d i a t i o n a l l re m e d i a t i o n a c t i v i t i e s o f s u r f a c e or s u b s u r f a c e c o n t a m i n a t i o n n o t re l a t e d t o U S T s On g o i n g d u r i n g r e m e d i a t i o n a l l r e me d i a t i o n a c t i v i t i e s o f s u r f a c e o r s u b s u r f a c e co n t a m i n a t i o n n o t r e l a t e d t o U ST s , c o n d u c t e d o n b e h a l f o f t h e p ro p e r t y o w n e r / d e v e l o p e r , sh a l l b e o v e r s e e n b y t h e O r a n g e C o u n t y H e a l t h C a r e A g e n c y ( O C H C A) . I n f o r m a t i o n o n Fi r e D e p a r t m e n t ; Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 9 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion su b s u r f a c e c o n t a m i n a t i o n f r o m U S T s s h a l l b e p r o v i d e d t o t h e S a n ta A n a R e g i o n a l W a t e r Qu a l i t y C o n t r o l B o a r d ( S A R W Q C B ) w i t h a c o p y t o P l a n n i n g & B u i l d in g . No t e : P e r a m e m o d a t e d O c t o b e r 22 , 2 0 1 4 f r o m t h e P u b l i c U t i l i t i es D e p a r t m e n t , a s o f J u l y 1, 2 0 1 4 , t h e E n v i r o n m e n t a l S e r v i c e s D i v i s i o n o f t h e P u b l i c U t i l it i e s D e p a r t m e n t i s n o lo n g e r r e s p o n s i b l e f o r o v e r s e e i n g t h e c l e a n u p o f n e w U S T c a s e s , a n d t h e r e s p o n s i b i l i t y ha s b e e n d e l e g a t e d t o t h e S a n t a An a R e g i o n a l W a t e r Q u a l i t y C o n t ro l B o a r d (S A R W Q C B ) . H o w e v e r , t h e A n a h e i m F i r e D e p a r t m e n t w i l l s t i l l b e r es p o n s i b l e f o r ov e r s e e i n g t h e r e m o v a l o f U S T s . ( a m e n d e d F e b r u a r y 2 6 , 2 0 1 5 ) . 5. 7 - 4 P r i o r t o i s s u a n c e o f t h e f i r s t gr a d i n g o r d e m o l i t i o n p e r m i t , wh i c h e v e r o c c u r s f i r s t Pr i o r t o i s s u a n c e o f t h e f i r s t g r a d i n g o r d e m o l i t i o n p e r m i t , w h ic h e v e r o c c u r s f i r s t , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a p l a n f o r r e v i e w a n d a p p ro v a l b y t h e F i r e De p a r t m e n t w h i c h d e t a i l s p r o c e d u re s t h a t w i l l b e t a k e n i f p r e v i ou s l y u n k n o w n U S T s , o r ot h e r u n k n o w n h a z a r d o u s m a t e r i a l o r w a s t e , i s d i s c o v e r e d o n s i t e . Fi r e D e p a r t m e n t 5. 7 - 5 P r i o r t o i s s u a n c e o f t h e f i r s t gr a d i n g o r d e m o l i t i o n p e r m i t , wh i c h e v e r o c c u r s f i r s t Pr i o r t o i s s u a n c e o f t h e f i r s t g r a d i n g o r d e m o l i t i o n p e r m i t , w h ic h e v e r o c c u r s f i r s t f o r f u t u r e de v e l o p m e n t s w i t h i n t h e A n a h e i m R e s o r t S p e c i f i c P l a n a r e a a f f e c ti n g a n y p r o p e r t y o n a pu b l i s h e d l i s t o f l e a k i n g u n d e r g r o u n d s t o r a g e t a n k s ( L U S T ) t h a t h a s n o t b e e n o f f i c i a l l y cl o s e d o r r e s o l v e d , a q u a l i f i e d e n v i r o n m e n t a l p r o f e s s i o n a l , r e t ai n e d b y t h e p r o p e r t y ow n e r / d e v e l o p e r , s h a l l a t t e m p t t o c o n t a c t t h e c u r r e n t a n d / o r k n ow n f o r m e r pr o p e r t y / b u s i n e s s o w n e r s t o o b t ai n i n f o r m a t i o n r e g a r d i n g t h e s t at u s o f U S T s a n d / o r t a n k cl o s u r e s a t t h e s e s i t e s . I f w a r r a n t e d , s u b s u r f a c e i n v e s t i g a t i o n a n d s a m p l i n g s h a l l b e un d e r t a k e n b y a q u a l i f i e d e n v i r o n m e n t a l p r o f e s s i o n a l , a n d r e s u l ts o f t h e s e a n a l y s e s s h a l l be s u b m i t t e d t o t h e F i r e D e p a r t m en t a n d t h e S a n t a A n a R e g i o n a l Wa t e r Q u a l i t y C o n t r o l Bo a r d ( S A R W Q C B ) , f o r r e v i e w a n d a p p r o v a l . A p p r o p r i a t e r e m e d i a t i on m e a s u r e s w i l l b e de v e l o p e d , i f n e c e s s a r y , b e f o r e d e m ol i t i o n , e x c a v a t i o n , o r g r a d in g t a k e s p l a c e i n t h e s e ar e a s . A c o p y o f t h e a p p r o v a l l e t t e r w i t h a n y a p p r o p r i a t e r e m e d ia t i o n m e a s u r e s s h a l l b e su b m i t t e d t o P l a n n i n g & B u i l d i n g . Fi r e D e p a r t m e n t ; Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 7 - 7 P r i o r t o i s s u a n c e o f a n y di s c r e t i o n a r y p e r m i t f o r a c u r r e n t or f o r m e r h a z a r d o u s w a s t e di s p o s a l s i t e o r s o l i d w a s t e di s p o s a l s i t e Pr i o r t o i s s u a n c e o f a n y d i s c r e t i o n a r y p e r m i t f o r a c u r r e n t o r fo r m e r h a z a r d o u s w a s t e di s p o s a l s i t e o r s o l i d w a s t e d i s p o s a l s i t e , t h e p r o j e c t p r o p e r t y o w n e r / d e v e l o p e r s h a l l su b m i t a P h a s e I E n v i r o n m e n t a l S i t e A s s e s s m e n t t o t h e C i t y . I f po s s i b l e h a z a r d o u s ma t e r i a l s a r e i d e n t i f i e d d u r i n g t h e s i t e a s s e s s m e n t s , t h e a p p r o pr i a t e r e s p o n s e / r e m e d i a l me a s u r e s w i l l b e i m p l e m e n t e d i n a c c o r d a n c e w i t h t h e r e q u i r e m e n t s o f t h e O r a n g e C o u n t y He a l t h C a r e A g e n c y ( O C H C A ) a n d / o r t h e R e g i o n a l W a t e r Q u a l i t y C o nt r o l B o a r d (R W Q C B ) , a s a p p r o p r i a t e . Fi r e D e p a r t m e n t HY D R O L O G Y A N D W A T E R Q U A L I T Y 9- 1 P r i o r t o i s s u a n c e o f a g r a d i n g pe r m i t Pr i o r t o i s s u a n c e o f a g r a d i n g p e r m i t f o r s i t e s t h a t d i s t u r b m o re t h a n o n e ( 1 ) a c r e o f s o i l , th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l o b t a i n c o v e r a g e u n d e r t h e N P DE S S t a t e w i d e In d u s t r i a l S t o r m w a t e r P e r m i t f o r G e n e r a l C o n s t r u c t i o n A c t i v i t i e s f r o m t h e S t a t e W a t e r Re s o u r c e s C o n t r o l B o a r d . T h e a p p l i c a n t s h a l l p r e p a r e a n d i m p l e m en t a S t o r m w a t e r Pu b l i c W o r k s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 1 0 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion Po l l u t i o n P r e v e n t i o n P l a n ( S W P P P ) . A c o p y o f t h e c u r r e n t S W P P P sh a l l b e k e p t a t t h e Pr o j e c t S i t e a n d b e a v a i l a b l e f o r C i t y r e v i e w o n r e q u e s t . E v i d e nc e o f p e r m i t a t t a i n m e n t sh a l l b e s u b m i t t e d t o t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t , B u i ld i n g S e r v i c e s D i v i s i o n . (A R S P E I R 3 4 0 M M 5 . 8 - 2 ) 9- 2 O n g o i n g d u r i n g p r o j e c t op e r a t i o n s On g o i n g d u r i n g p r o j e c t o p e r a t i o n s , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p r o v i d e f o r t h e fo l l o w i n g : c l e a n i n g o f a l l p a v e d a r e a s n o t m a i n t a i n e d b y t h e C i ty o f A n a h e i m o n a m o n t h l y ba s i s , i n c l u d i n g , b u t n o t l i m i t ed t o , p r i v a t e s t r e e t s a n d p a r k i ng l o t s . T h e u s e o f w a t e r t o cl e a n s t r e e t s , p a v e d a r e a s , p a r ki n g l o t s , a n d o t h e r a r e a s a n d f lu s h i n g t h e d e b r i s a n d se d i m e n t d o w n t h e s t o r m d r ai n s s h a l l b e p r o h i b i t e d . (A R S P E I R 3 4 0 M M 5 . 8 - 3 ) Pu b l i c W o r k s De p a r t m e n t 5. 8 - 1 P r i o r t o i s s u a n c e o f t h e f i r s t gr a d i n g o r b u i l d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t Pr i o r t o i s s u a n c e o f t h e f i r s t g r a d i n g o r b u i l d i n g p e r m i t , w h i c he v e r o c c u r s f i r s t , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l s u b m i t a M a s t e r D r a i n a g e a n d R u n o f f M a n a g em e n t P l a n (M D R M P ) f o r r e v i e w a n d a p p r o v a l b y t h e P u b l i c W o r k s D e p a r t m e n t , D e v e l o p m e n t Se r v i c e s D i v i s i o n a n d O r a n g e C o u n t y ( O C ) P u b l i c W o r k s / O C E n g i n e er i n g . T h e M a s t e r Pl a n s h a l l i n c l u d e , b u t n o t b e li m i t e d t o , t h e f o ll o w i n g i t e m s : a. B a c k b o n e s t o r m d r a i n l a y o u t an d p i p e s i z e , i n c l u d i n g s u p p o r t in g h y d r o l o g y a n d hy d r a u l i c c a l c u l a t i o n s f o r s t o r m s u p t o a n d i n c l u d i n g t h e 1 0 0 - y ea r s t o r m ; a n d , b. A d e l i n e a t i o n o f t h e i m p r o v e m en t s t o b e i m p l e m e n t e d f o r c o n t ro l o f p r o j e c t - ge n e r a t e d d r a i n a g e a n d r u n o f f . Pu b l i c W o r k s De p a r t m e n t 5. 8 - 4 P r i o r t o e a c h f i n a l b u i l d i n g a n d zo n i n g i n s p e c t i o n Pr i o r t o e a c h f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l su b m i t a l e t t e r f r o m a l i c e n s e d l a n d s c a p e a r c h i t e c t t o t h e C i t y c e r t i f y i n g t h a t t h e l a n d s c a p e in s t a l l a t i o n a n d i r r i g a t i o n s y s t e m s h a v e b e e n i n s t a l l e d a s s p e c if i e d i n t h e a p p r o v e d la n d s c a p i n g a n d i r r i g a t i o n p l a n s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 8 - 5 P r i o r t o f i n a l b u i l d i n g a n d z o n i n g in s p e c t i o n Pr i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n , t h e p r o p e r t y o w n er / d e v e l o p e r s h a l l i n s t a l l pi p i n g o n - s i t e w i t h p r o j e c t w a t e r m a i n s s o t h a t r e c l a i m e d w a t e r m a y b e u s e d f o r l a n d s c a p e ir r i g a t i o n , i f a n d w h e n i t b e c o m e s a v a i l a b l e . Pu b l i c U t i l i t i e s De p a r t m e n t 5. 8 - 6 P r i o r t o i s s u a n c e o f b u i l d i n g pe r m i t s Pr i o r t o i s s u a n c e o f b u i l d i n g p e r m i t s , t h e p r o p e r t y o w n e r / d e v e l op e r s h a l l p r o v i d e w r i t t e n ev i d e n c e t h a t a l l s t o r m d r a i n , s e w e r , a n d s t r e e t i m p r o v e m e n t p l an s s h a l l b e d e s i g n e d a n d co n s t r u c t e d t o t h e s a t i s f a c t i o n o f t h e C i t y E n g i n e e r . Pu b l i c W o r k s De p a r t m e n t NO I S E 12 - 1 P r i o r t o a p p r o v a l o f e a c h f i n a l s i t e pl a n Pr i o r t o a p p r o v a l o f e a c h f i n a l s i t e p l a n , t h e p r o p e r t y o w n e r / d ev e l o p e r s h a l l s u b m i t a n o i s e st u d y p r e p a r e d b y a c e r t i f i e d ac o u s t i c a l e n g i n e e r t o t h e s a t i s f ac t i o n o f t h e B u i l d i n g Di v i s i o n M a n a g e r i d e n t i f y i n g w h e t h e r n o i s e a t t e n u a t i o n i s r e q u i re d a n d d e f i n i n g t h e at t e n u a t i o n m e a s u r e s a n d s p e c i f i c p e r f o r m a n c e r e q u i r e m e n t s , i f wa r r a n t e d , t o c o m p l y wi t h t h e U n i f o r m B u i l d i n g C o d e a n d S o u n d P r e s s u r e L e v e l O r d i n a n ce . U l t i m a t e n o i s e at t e n u a t i o n r e q u i r e m e n t s , i f a n y , s h a l l d e p e n d o n t h e f i n a l l o c at i o n o f s u c h b u i l d i n g s a n d no i s e - s e n s i t i v e u s e s i n s i d e a n d s u r r o u n d i n g t h e b u i l d i n g s . A t t e nu a t i o n m e a s u r e s s h a l l b e Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 1 1 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion im p l e m e n t e d b y t h e p r o p e r t y o w n e r / d e v e l o p e r p r i o r t o f i n a l b u i l di n g a n d z o n i n g in s p e c t i o n s . (A R S P E I R 3 4 0 M M 5 . 1 0 - 2 ) 12 - 2 P r i o r t o i s s u a n c e o f f i r s t b u i l d i n g pe r m i t Th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l d e v e l o p a s o u n d b a r r i e r a l o n g t h e n o r t h e r n b o u n d a r y of t h e p o o l a r e a . T h e s o u n d b a r r i e r s h a l l b e a t l e a s t 6 f e e t i n h e i g h t a n d h a v e a d e n s i t y o f at l e a s t 3 . 5 p o u n d s p e r s q u a r e f o o t . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 1 O n g o i n g d u r i n g c o n s t r u c t i on O n g o i n g d u r i n g c o n s t r u c t i o n , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l e n s u r e t h a t a l l i n t e r n a l co m b u s t i o n e n g i n e s o n c o n s t r u c t i o n e q u i p m e n t a n d t r u c k s a r e f i t te d w i t h p r o p e r l y ma i n t a i n e d m u f f l e r s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 3 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , f o r s t r u c t u r e s t h a t ar e a d j a c e n t t o n o i s e - se n s i t i v e a r e a s s u c h a s r e s i d e n c es , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l e n s u r e t h a t a l l me c h a n i c a l v e n t i l a t i o n u n i t s a r e s h o w n o n p l a n s a n d i n s t a l l e d i n c o m p l i a n c e w i t h S o u n d Pr e s s u r e L e v e l O r d i n a n c e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 4 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t f o r a p a r k i n g s t r u c t u r e Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t f o r a p a r k i n g s t r u c t u re , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l e n s u r e t h a t n o i s e f r o m p a r k i n g s t r u c t u r e s a d j a c e n t t o r e s i d e n t i a l ar e a s w i l l b e r e d u c e d b y t h e p r o v i s i o n o f c o n v e n i e n t a c c e s s t o pa r k i n g f a c i l i t i e s , s o u n d at t e n u a t i o n d e v i c e s ( l o u v e r s a n d wa l l s ) , t h e u s e o f t e x t u r e d d e ck s u r f a c e s t o r e d u c e t i r e sq u a l l i n g , a n d t i e r i n g a p a r k i n g f a c i l i t y t o p r o v i d e g r e a t e r d i st a n c e t o t h e r e c e p t o r . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 5 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , a n o t e s h a l l b e p r o v id e d o n b u i l d i n g p l a n s in d i c a t i n g t h a t d u r i n g c o n s t r u c ti o n , t h e p r o p e r t y o w n e r / d e v e l o p er s h a l l i n s t a l l a n d m a i n t a i n sp e c i a l l y d e s i g n e d c o n s t r u c t i o n ba r r i e r s a t t h e p r o j e c t p e r i m e t er a r e a s . T h e c o n s t r u c t i o n so u n d b a r r i e r s s h a l l b e a m i n i m u m h e i g h t o f 8 f e e t w i t h a m i n i m um s u r f a c e w e i g h t o f 1 . 2 5 po u n d s p e r s q u a r e f o o t o r a m i n i m u m S o u n d T r a n s m i s s i o n C l a s s ( S TC ) r a t i n g o f 2 5 . T h e st r u c t u r e s h a l l b e a co n t i n u o u s b a r r i e r . G a te s a n d o t h e r e n t r y do o r s s h a l l b e c o n s t r u c t e d wi t h s u i t a b l e m u l l i o n s , a s t r a g a l s , s e a l s , o r o t h e r d e s i g n t e c h n iq u e s t o m i n i m i z e s o u n d le a k a g e w h e n i n t h e c l o s e d p o s i t i o n . A c c e s s d o o r s s h o u l d b e s e l f c l o s i n g w h e r e f e a s i b l e . Vi s i o n p o r t s a r e p e r m i s s i b l e p r o v i d i n g t h e y a r e f i l l e d w i t h a n ac c e p t a b l e s o l i d v i s i o n pr o d u c t . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 6 O n g o i n g d u r i n g c o n s t r u c t i o n a n d pr o j e c t o p e r a t i o n On g o i n g d u r i n g c o n s t r u c t i o n a n d p r o j ec t o p e r a t i o n , p r e s s u r e w a s hi n g o p e r a t i o n s f o r pu r p o s e s o f b u i l d i n g r e p a i r a n d m a i n t e n a n c e d u e t o g r a f f i t i o r ot h e r a e s t h e t i c a l co n s i d e r a t i o n s s h a l l b e l i m i t e d t o d a y t i m e h o u r s o f o p e r a t i o n b et w e e n 7 : 0 0 A M a n d 8 : 0 0 PM . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 7 O n g o i n g d u r i n g c o n s t r u c t i o n a n d pr o j e c t o p e r a t i o n On g o i n g d u r i n g c o n s t r u c t i o n a n d p r o j ec t o p e r a t i o n , s w e e p i n g o p e ra t i o n s i n t h e p a r k i n g fa c i l i t i e s a n d p r i v a t e o n - s i t e ro a d w a y s s h a l l b e p e r f o r m e d u t i l iz i n g s w e e p i n g / s c r u b b i n g eq u i p m e n t w h i c h o p e r a t e a t a l e v el m e a s u r e d n o t g r e a t e r t h a n 6 0 d B A a t t h e n e a r e s t ad j a c e n t p r o p e r t y l i n e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 8 O n g o i n g d u r i n g c o n s t r u c t i on O n g o i n g d u r i n g c o n s t r u c t i o n , p r o p e r t y o w n e r s / d e v e l o p e r s s h a l l p a y f o r a l l r e a s o n a b l e co s t s a s s o c i a t e d w i t h n o i s e m o n i t o r i n g w h i c h s h a l l i n c l u d e m o n i to r i n g c o n d u c t e d b y a ce r t i f i e d a c o u s t i c a l e n g i n e e r u nd e r t h e d i r e c t i o n o f t h e P l a n n i ng a n d B u i l d i n g D e p a r t m e n t Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 1 2 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion fo u r t i m e s a y e a r o n a r a n d o m ba s i s t o e n s u r e t h a t o u t d o o r c o n s tr u c t i o n - r e l a t e d s o u n d le v e l s a t a n y p o i n t o n t h e e x t e r i o r p r o j e c t b o u n d a r y p r o p e r t y l in e d o n o t e x c e e d 6 0 d B A be t w e e n t h e h o u r s o f 7 : 0 0 P M a n d 7 : 0 0 A M o f t h e f o l l o w i n g d a y w he r e o u t s i d e co n s t r u c t i o n i s o c c u r r i n g . I f a c o m p l a i n t i s r e c e i v e d b y t h e C i ty , a d d i t i o n a l n o i s e m o n i t o r i n g sh a l l b e c o n d u c t e d a t t h e d i s c r e t i o n o f t h e C i t y . I f t h e m o n i t o ri n g f i n d s t h a t t h e 6 0 d B A th r e s h o l d i s b e i n g e x c e e d e d , c o n s t r u c t i o n a c t i v i t i e s w i l l b e m o di f i e d i m m e d i a t e l y t o b r i n g th e s o u n d l e v e l b e l o w t h e 6 0 d B A r e q u i r e m e n t , w i t h a d d i t i o n a l f ol l o w - u p m o n i t o r i n g co n d u c t e d t o c o n f i r m c o m p l i a n c e . 5. 1 0 - 9 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e p r o p e r t y o w n e r / d ev e l o p e r s h a l l p r e s e n t pl a n s a n d c a l c u l a t i o n s t o t h e P l a n n i n g D e p a r t m e n t , B u i l d i n g D i v is i o n t o d e m o n s t r a t e t h a t no i s e l e v e l s w o u l d b e l e s s t h a n 6 5 d B A C N E L f o r o u t d o o r u s e a r e as ( i n c l u d i n g d i n i n g pa t i o s , p o o l s , p l a y g r o u n d s , o r ou t d o o r g a t h e r i n g a r e a s ) . T h i s r eq u i r e m e n t c a n b e ac c o m p l i s h e d t h r o u g h s h i e l d i n g a r e a s b e h i n d b u i l d i n g s o r t h e c o ns t r u c t i o n o f a n o i s e ba r r i e r . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 1 0 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e p r o p e r t y o w n e r / d ev e l o p e r s h a l l p r e s e n t pl a n s a n d c a l c u l a t i o n s t o t h e P l a n n i n g a n d B u i l d i n g D e p a r t m e n t , B u i l d i n g D i v i s i o n t o de m o n s t r a t e t h a t n o i s e l e v e l s f r o m p l a n n e d m e c h a n i c a l v e n t i l a t i on e q u i p m e n t , l o a d i n g do c k s , t r a s h c o m p a c t o r s , a n d o t h e r p r o p o s e d o n - s i t e n o i s e s o u r c es a r e d e s i g n e d t o m e e t th e C i t y ’ s 6 0 d B A S o u n d P r e s s u r e L e v e l s s t a n d a r d a t t h e p r o p e r t y l i n e , a n d n o t c r e a t e a no i s e i n c r e a s e g r e a t e r t h a n 5 d B A o v e r e x i s t i n g a m b i e n t n o i s e a t t h e n e a r e s t n o i s e se n s i t i v e r e c e p t o r , w h i c h e v e r i s m o r e r e s t r i c t i v e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 1 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , a n o t e s h a l l b e p r o v id e d o n p l a n s i n d i c a t i n g t h a t th e r e s h a l l b e n o o p e r a t i o n o f l a r g e b u l l d o z e r s o r v i b r a t o r y r o ll e r s w i t h i n 2 5 f e e t o f a n y ex i s t i n g r e s i d e n c e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 0 - 1 2 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t i f p i l e d r i v i n g a n d b l a s t i n g is a n t i c i p a t e d d u r i n g c o n s t r u c t i o n Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t i f p i l e d r i v i n g a n d b la s t i n g i s a n t i c i p a t e d d u r i n g co n s t r u c t i o n , a n o i s e a n d v i b r a t i o n a n a l y s i s m u s t b e p r e p a r e d a nd s u b m i t t e d t o t h e Pl a n n i n g a n d B u i l d i n g D e p a r t m e n t , B u i l d i n g D i v i s i o n , t o a s s e s s an d m i t i g a t e p o t e n t i a l no i s e a n d v i b r a t i o n i m p a c t s r e la t e d t o t h e s e a c t i v i t i e s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t PA L E O N T O L O G I C A L R E S O U R C E S 13 - 1 P r i o r t o i s s u a n c e o f e a c h g r a d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h g r a d i n g p e r m i t , t h e p r o p e r t y o w n e r / d e ve l o p e r s h a l l s u b m i t a le t t e r i d e n t i f y i n g t h e c e r t i f i e d pa l e o n t o l o g i s t t h a t h a s b e e n h ir e d t o e n s u r e t h a t t h e fo l l o w i n g a c t i o n s a re i m p l e m e n t e d . a. T h e p a l e o n t o l o g i s t m u s t b e p r e se n t a t t h e p r e - g r a d i n g c o n f e r en c e i n o r d e r t o es t a b l i s h p r o c e d u r e s t o t e m p o r a r i l y h a l t o r r e d i r e c t w o r k t o p e rm i t t h e s a m p l i n g , id e n t i f i c a t i o n , a n d e v a l u a t i o n o f f o s s i l s i f p o t e n t i a l l y s i g n i f ic a n t p a l e o n t o l o g i c a l re s o u r c e s a r e u n c o v e r e d . I f a r t i f a c t s a r e u n c o v e r e d a n d f o u n d t o b e s i g n i f i c a n t , t h e pa l e o n t o l o g i c a l o b s e r v e r s h a l l d e t e r m i n e a p p r o p r i a t e a c t i o n s i n c o o p e r a t i o n w i t h t h e pr o p e r t y o w n e r / d e v e l o p e r f o r ex p l o r a t i o n a n d / o r s a l v a g e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 1 3 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion b. S p e c i m e n s t h a t a r e c o l l e c t e d p r i o r t o o r d u r i n g t h e g r a d i n g pr o c e s s w i l l b e d o n a t e d to a n a p p r o p r i a t e e d u c a t i o n a l o r r e s e a r c h i n s t i t u t i o n . c. A n y p a l e o n t o l o g i c a l w o r k a t t h e s i t e s h a l l b e c o n d u c t e d u n d e r t h e d i r e c t i o n o f t h e ce r t i f i e d p a l e o n t o l o g i s t . I f a n y f o s s i l s a r e d i s c o v e r e d d u r i n g gr a d i n g o p e r a t i o n s w h e n th e p a l e o n t o l o g i c a l m on i t o r i s n o t p r e s e n t, g r a d i n g s h a l l b e d i ve r t e d a r o u n d t h e a r e a un t i l t h e m o n i t o r c a n s u r v e y t h e a r e a . (A R S P E I R 3 4 0 M M 5 . 4 - 2 ) PU B L I C S E R V I C E S 5. 1 2 - 1 P r i o r t o t h e a p p r o v a l o f e a c h F i n a l Si t e P l a n a n d i s s u a n c e o f e a c h bu i l d i n g p e r m i t Pr i o r t o t h e a p p r o v a l o f e a c h F i n a l S i t e P l a n a n d i s s u a n c e o f e ac h b u i l d i n g p e r m i t , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l s ub m i t p l a n s t o t h e P o l i c e D e p a r tm e n t f o r r e v i e w a n d ap p r o v a l f o r s a f e t y , a c c e s s i b i l i t y , c r i m e p r e v e n t i o n , a n d s e c u r it y p r o v i s i o n s d u r i n g b o t h th e c o n s t r u c t i o n a n d o p e r a t i v e p h as e s f o r t h e p u r p o s e o f i n c o r p or a t i n g s a f e t y m e a s u r e s in t h e p r o j e c t d e s i g n i n c l u d i n g t h e c o n c e p t o f c r i m e p r e v e n t i o n t h r o u g h e n v i r o n m e n t a l de s i g n ( e . g . , b u i l d i n g d e s i g n , c i r c u l a t i o n , s i t e p l a n n i n g , a n d li g h t i n g o f p a r k i n g s t r u c t u r e s an d p a r k i n g a r e a s ) . Po l i c e D e p a r t m e n t 5. 1 2 - 2 P r i o r t o t h e i s s u a n c e o f e a c h bu i l d i n g p e r m i t f o r a p a r k i n g st r u c t u r e Pr i o r t o t h e i s s u a n c e o f e a c h b u i l d i n g p e r m i t f o r a p a r k i n g s t r uc t u r e , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l s u b m i t p l an s t o t h e P o l i c e D e p a r t m e n t f o r r e v i e w a n d a p p r o v a l in d i c a t i n g t h e p r o v i s i o n o f c l o s e d c i r c u i t t e l e v i s i o n m o n i t o r i n g a n d r e c o r d i n g o r o t h e r su b s t i t u t e s e c u r i t y m e a s u r e s a s m a y b e a p p r o v e d b y t h e P o l i c e D ep a r t m e n t . S a i d me a s u r e s s h a l l b e i m p l e m e n t e d p r i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s . Po l i c e D e p a r t m e n t 5. 1 2 - 3 O n g o i n g d u r i n g p r o j e c t op e r a t i o n O n g o i n g d u r i n g p r o j e c t op e r a t i o n , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p r o v i d e p r i v a t e se c u r i t y o n t h e p r e m i s e s t o m a i n t a i n a d e q u a t e s e c u r i t y f o r t h e en t i r e p r o j e c t s u b j e c t t o re v i e w a n d a p p r o v a l o f t h e P o l i c e D e p a r t m e n t . T h e u s e o f s e c u r i ty p a t r o l s a n d e l e c t r o n i c se c u r i t y d e v i c e s ( i . e . , v i d e o m o n i t o r s ) s h o u l d b e c o n s i d e r e d t o r e d u c e t h e p o t e n t i a l f o r cr i m i n a l a c t i v i t y i n t h e a r e a . Po l i c e D e p a r t m e n t 5. 1 2 - 4 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e p r o j e c t d e s i g n s ha l l i n c l u d e p a r k i n g l o t s a n d pa r k i n g s t r u c t u r e s w i t h c o n t r o l l ed a c c e s s p o i n t s t o l i m i t i n g r e ss a n d e g r e s s i f d e t e r m i n e d to b e n e c e s s a r y b y t h e P o l i c e D e p a r t m e n t , a n d s h a l l b e s u b j e c t to t h e r e v i e w a n d a p p r o v a l of t h e P o l i c e D e p a r t m e n t . Po l i c e D e p a r t m e n t 5. 1 2 - 5 P r i o r t o c o m m e n c e m e n t o f st r u c t u r a l f r a m i n g o n e a c h p a r c e l or l o t Pr i o r t o c o m m e n c e m e n t o f s t r u c t u r a l f r a m i n g o n e a c h p a r c e l o r l ot , o n s i t e f i r e h y d r a n t s sh a l l b e i n s t a l l e d a n d c h a r g e d b y t h e p r o p e r t y o w n e r / d e v e l o p e r as r e q u i r e d a n d a p p r o v e d by t h e F i r e D e p a r t m e n t . Fi r e D e p a r t m e n t 5. 1 2 - 6 P r i o r t o i s s u a n c e o f e a c h g r a d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h g r a d i n g p e r m i t , t h e p r o p e r t y o w n e r / d e ve l o p e r s h a l l s u b m i t a n em e r g e n c y f i r e a c c e s s p l a n t o t h e F i r e D e p a r t m e n t f o r r e v i e w a n d a p p r o v a l t o e n s u r e t h a t se r v i c e t o t h e s i t e i s i n a c c o r d a n c e w i t h F i r e D e p a r t m e n t s e r v i ce r e q u i r e m e n t s . Fi r e D e p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 1 4 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion 5. 1 2 - 7 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t ; t o b e i m p l e m e n t e d p r i o r t o th e f i n a l b u i l d i n g a n d z o n i n g in s p e c t i o n Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t ; t o b e i m p l e m e n t e d p r io r t o t h e f i n a l b u i l d i n g a n d zo n i n g i n s p e c t i o n , p l a n s s h a l l i n d i c a t e t h a t a l l b u i l d i n g s , e x c lu s i v e o f p a r k i n g s t r u c t u r e s , sh a l l h a v e s p r i n k l e r s i n s t a l l e d b y t h e p r o p e r t y o w n e r / d e v e l o p e r i n a c c o r d a n c e w i t h t h e An a h e i m M u n i c i p a l C o d e . S a i d s p r i n k l e r s s h a l l b e i n s t a l l e d p r i o r t o e a c h f i n a l b u i l d i n g a n d zo n i n g i n s p e c t i o n . Fi r e D e p a r t m e n t 5. 1 2 - 8 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , p l a n s s h a l l b e s u b m i tt e d t o e n s u r e t h a t de v e l o p m e n t i s i n a c c o r d a n c e w i t h t h e C i t y o f A n a h e i m F i r e D e p a rt m e n t S t a n d a r d s , in c l u d i n g : a. O v e r h e a d c l e a r a n c e s h a l l n o t b e l e s s t h a n 1 4 f e e t f o r t h e f u ll w i d t h o f a c c e s s ro a d s . b. B r i d g e s a n d u n d e r g r o u n d s t r u ct u r e s t o b e u s e d f o r F i r e D e p a r tm e n t a c c e s s s h a l l be d e s i g n e d t o s u p p o r t F i r e D e p a r t m e n t v e h i c l e s w e i g h i n g 7 5 , 0 0 0 p o u n d s . c. A l l u n d e r g r o u n d t u n n e l s s h a l l h a v e s p r i n k l e r s . W a t e r s u p p l i e s a r e r e q u i r e d a t a l l en t r a n c e s . S t a n d p i p e s s h a l l a l s o b e p r o v i d e d w h e n d e t e r m i n e d t o b e n e c e s s a r y by t h e F i r e D e p a r t m e n t . d. A d e q u a t e o f f - s i t e p u b l i c f i r e h y d r a n t s c o n t i g u o u s t o t h e S p e ci f i c P l a n a r e a a n d on s i t e p r i v a t e f i r e h y d r a n t s s h a l l b e p r o v i d e d b y t h e p r o p e r t y ow n e r / d e v e l o p e r . Th e p r e c i s e n u m b e r , t y p e s , a n d l o c a t i o n s o f t h e h y d r a n t s s h a l l be d e t e r m i n e d du r i n g b u i l d i n g p e r m i t r e v i e w . H y d ra n t s a r e t o b e a m a x i m u m o f 40 0 f e e t a p a r t . e. A m i n i m u m r e s i d u a l w a t e r p r e s s u r e o f 2 0 p s i s h a l l r e m a i n i n th e w a t e r s y s t e m . Fl o w r a t e s f o r p u b l i c p a r k i n g f a ci l i t i e s s h a l l b e s e t a t 1 , 0 0 0 to 1 , 5 0 0 g p m . F i r e D e p a r t m e n t 5. 1 2 - 9 P r i o r t o i s s u a n c e o f t h e f i r s t bu i l d i n g p e r m i t Pr i o r t o i s s u a n c e o f t h e f i r s t b u i l d i n g p e r m i t , t h e p r o p e r t y o w ne r / d e v e l o p e r s h a l l e n t e r i n t o an a g r e e m e n t r e c o r d e d a g a i n s t t he p r o p e r t y w i t h t h e C i t y o f A n a he i m t o p a y o r c a u s e t o be p a i d t h e i r f a i r s h a r e o f t h e f u n d i n g t o a c c o m m o d a t e t h e f o l l ow i n g , w h i c h w i l l s e r v e t h e An a h e i m R e s o r t S p e c i f i c P l a n a r e a : a. O n e a d d i t i o n a l f i r e t r u c k c o m p a n y . b. O n e a d d i t i o n a l p a r am e d i c c o m p a n y . c. M o d i f i c a t i o n s t o e x i s t i n g f i r e s t a t i o n s t o a c c o m m o d a t e t h e a dd i t i o n a l f i r e u n i t s , ad d i t i o n a l m a n p o w e r , e q u i pm e n t a n d f a c i l i t i e s . d. A v e h i c l e e q u i p p e d w i t h s p e c i a l t y t o o l s a n d e q u i p m e n t t o e n a bl e t h e F i r e De p a r t m e n t t o p r o v i d e he a v y s e a r c h a n d r e s c ue r e s p o n s e c a p a b i l i ty . Fi r e D e p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 1 5 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion e. A m e d i c a l t r i a g e v e h i c l e / t r a i l e r , e q u i p p e d w i t h s u f f i c i e n t t ra u m a d r e s s i n g s , m e d i c a l su p p l i e s , s t r e t c h e r s , e t c . , t o h a n d l e 1 , 0 0 0 i n j u r e d p e r s o n s , a n d a n a p p r o p r i a t e st o r a g e f a c i l i t y . Th e d e t e r m i n a t i o n o f t h e a l l o c a b l e s h a r e o f c o s t s a t t r i b u t a b l e to t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l b e b a s e d o n a n a p p o r t i o n m e n t o f t h e c o s t s o f s u c h eq u i p m e n t / f a c i l i t i e s a m o n g p r o p e r ty o w n e r s / d e v e l o p e r s i n t h e H o te l C i r c l e S p e c i f i c P l a n Ar e a , t h e D i s n e y l a n d R e s o r t S p e c i f ic P l a n A r e a a n d t h e A n a h e i m Re s o r t S p e c i f i c P l a n Ar e a o r t h e o t h e r w i s e d e f i n e d s e rv i c e a r e a , a s a p p l i c a b l e , d e p e nd i n g o n t h e a r e a s e r v e d . No t e : T o i m p l e m e n t t h i s m i t i g a t i o n m e a s u r e , t h e C i t y h a s a d o p t e d t h e F i r e P r o t e c t i o n Fa c i l i t i e s a n d P a r a m e d i c S e r v i c e s I m p a c t F e e P r o g r a m . C o m p l i a n c e w i t h t h i s P r o g r a m b y th e p r o p e r t y o w n e r / d e v e l o p e r ( p e r O r d i n a n c e N o . 5 4 9 6 a n d R e s o l u ti o n N o . 9 5 R - 7 3 d a t e d Ma y 1 6 , 1 9 9 5 ) s h a l l s a t i s f y t h e r e q u i r e m e n t s o f t h i s M i t i g a t i o n M e a s u r e , o r t h e C i t y m a y en t e r i n t o a l t e r n a t i v e f i n a n c i n g a r r a n g e m e n t s . 5. 1 2 - 1 0 P r i o r t o e a c h f i n a l b u i l d i n g a n d zo n i n g i n s p e c t i o n Pr i o r t o e a c h f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l pl a c e e m e r g e n c y t e l e p h o n e s e r v i c e n u m b e r s i n p r o m i n e n t l o c a t i o n s a s a p p r o v e d b y t h e Fi r e D e p a r t m e n t . Fi r e D e p a r t m e n t 5. 1 2 - 1 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e p r o p e r t y o w n e r / d ev e l o p e r s h a l l s u b m i t a Co n s t r u c t i o n F i r e P r o t e c t i o n P l a n t o t h e F i r e D e p a r t m e n t f o r r e vi e w a n d a p p r o v a l d e t a i l i n g ac c e s s i b i l i t y o f e m e r g e n c y f i r e e q u i p m e n t , f i r e h y d r a n t l o c a t i o n, a n d a n y o t h e r co n s t r u c t i o n f e a t u r e s r e q u i r e d b y t h e F i r e M a r s h a l . T h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l be r e s p o n s i b l e f o r s e c u r i n g f a c i l i t i e s a c c e p t a b l e t o t h e F i r e D ep a r t m e n t a n d h y d r a n t s s h a l l be o p e r a t i o n a l w i t h r e q u i r e d f i r e f l o w . Fi r e D e p a r t m e n t 5. 1 2 - 1 2 P r i o r t o t h e a p p r o v a l o f e a c h F i n a l Si t e P l a n a n d p r i o r t o t h e is s u a n c e o f e a c h b u i l d i n g p e r m i t Pr i o r t o t h e a p p r o v a l o f e a c h F i n a l S i t e P l a n a n d p r i o r t o t h e is s u a n c e o f e a c h b u i l d i n g pe r m i t , p l a n s s h a l l b e r e v i e w e d a n d a p p r o v e d b y t h e F i r e D e p a r t me n t a s b e i n g i n co n f o r m a n c e w i t h t h e U n i f o r m F i r e C o d e . Fi r e D e p a r t m e n t 5. 1 2 - 1 3 P r i o r t o t h e p l a c e m e n t o f b u i l d i n g ma t e r i a l s o n a b u i l d i n g s i t e Pr i o r t o t h e p l a c e m e n t o f b u i l d i n g m a t e r i a l s o n a b u i l d i n g s i t e , a n a l l - w e a t h e r r o a d s h a l l be p r o v i d e d f r o m t h e r o a d w a y s y st e m t o a n d o n t h e c o n s t r u c t i o n si t e a n d f o r f i r e h y d r a n t s at a l l t i m e s , a s r e q u i r e d b y t h e F i r e D e p a r t m e n t . S u c h r o u t e s s ha l l b e p a v e d o r , s u b j e c t to t h e a p p r o v a l o f t h e F i r e D e p a r t m e n t , s h a l l o t h e r w i s e p r o v i d e a d e q u a t e e m e r g e n c y ac c e s s . E v e r y b u i l d i n g c o n s t r u c t e d m u s t b e a c c e s s i b l e t o F i r e D ep a r t m e n t a p p a r a t u s . Th e w i d t h a n d r a d i u s o f t h e d r i v in g s u r f a c e m u s t m e e t t h e r e q u i re m e n t s o f S e c t i o n 1 0 . 2 0 4 of t h e U n i f o r m F i r e C o d e , a s ad o p t e d b y t h e C i t y o f A n a h e i m . Fi r e D e p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 1 6 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion 5. 1 2 - 1 4 P r i o r t o a p p r o v a l o f b u i l d i n g p l a n s P r i o r t o a p p r o v a l o f b u i l d i n g p l a n s , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p r o v i d e w r it t e n ev i d e n c e t o t h e s a t i s f a c t i o n o f t h e F i r e D e p a r t m e n t t h a t a l l l o ck a b l e p e d e s t r i a n a n d / o r ve h i c u l a r a c c e s s g a t e s s h a l l b e e q u i p p e d w i t h “ k n o x b o x ” d e v i c e s a s r e q u i r e d a n d ap p r o v e d b y t h e F i r e D e p a r t m e n t . Fi r e D e p a r t m e n t 5. 1 2 - 1 5 P r i o r t o a p p r o v a l o f o n - s i t e w a t e r pl a n s Pr i o r t o a p p r o v a l o f o n - s i t e w a t e r p l a n s , u n l e s s e a c h c o m m e r c i a l b u i l d i n g i s i n i t i a l l y co n n e c t e d t o s e p a r a t e f i r e s e r v i ce s , a n u n s u b o r d i n a t e d c o v e n a n t s a t i s f a c t o r y t o t h e C i t y At t o r n e y ’ s O f f i c e s h a l l b e r e c o r d ed p r o h i b i t i n g an y i n d i v i d u a l sa l e o f b u i l d i n g s u n t i l se p a r a t e f i r e s e r v i c e s a r e i n s t al l e d i n t h e b u i l d i n g ( s ) s u b j e c t t o t h e s a l e . Fi r e D e p a r t m e n t 5. 1 2 - 1 6 P r i o r t o a p p r o v a l o f w a t e r im p r o v e m e n t p l a n s Pr i o r t o a p p r o v a l o f w a t e r i m p r o v e m e n t p l a n s , t h e w a t e r s u p p l y sy s t e m s h a l l b e d e s i g n e d by t h e p r o p e r t y o w n e r / d e v e l o p e r t o p r o v i d e s u f f i c i e n t f i r e f l o w p r e s s u r e a n d s t o r a g e f o r th e p r o p o s e d l a n d u s e a n d f i r e p ro t e c t i o n s e r v i c e s i n a c c o r d a n c e w i t h F i r e D e p a r t m e n t re q u i r e m e n t s . Fi r e D e p a r t m e n t 5. 1 2 - 1 7 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e p r o p e r t y o w n e r / d ev e l o p e r s h a l l p r o v i d e pr o o f o f c o m p l i a n c e w i t h G o v e r n m e n t C o d e S e c t i o n 5 3 0 8 0 ( S c h o o l s ). Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 2 - 1 8 O n g o i n g O n g o i n g , t h e C i t y w il l w o r k c o o p e r a t i v e l y w i t h sc h o o l d i s t r i c t s t o i d e n t i f y o p p o r t u n i t i e s f o r ne w s c h o o l s a n d s c h o o l e x p a n s i o n . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 2 - 1 9 P r i o r t o t h e i s s u a n c e o f a b u i l d i n g pe r m i t Pr i o r t o t h e i s s u a n c e o f a b u i l d i n g p e r m i t , t h e p r o p e r t y o w n e r / de v e l o p e r s h a l l c o m p l y w i t h th e An a h e i m M u n i c i p a l C o d e , S e c t i o n 1 7 . 0 8 . 3 8 5 , P u b l i c L i b r a r y F a c i l i t i e s S e r v i c e s A r e a s – P a y m e n t o f F e e s R e q u i r e d . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t TR I B A L C U L T U R A L R E S O U R C E S 18 - 1 P r i o r t o i s s u a n c e o f a n y g r a d i n g pe r m i t i n w h i c h n a t i v e s o i l i s di s t u r b e d Pr i o r t o t h e i s s u a n c e o f a n y g r a d i n g p e r m i t i n w h i c h n a t i v e s o i l i s d i s t u r b e d , t h e A p p l i c a n t sh a l l p r o v i d e w r i t t e n e v i d e n c e t o t h e P l a n n i n g S e r v i c e s M a n a g e r , t h a t a N a t i v e A m e r i c a n mo n i t o r h a s b e e n r e t a i n e d t o o b s e r v e g r a d i n g a c t i v i t i e s i n n a t i ve s e d i m e n t a n d t o r e c o v e r an d c a t a l o g u e t r i b a l c u l t u r a l r e s o u r c e s a s n e c e s s a r y . T h e N a t i v e A m e r i c a n m o n i t o r s h a l l be p r e s e n t a t t h e p r e - g r a d e c o n f e r en c e , s h a l l e s t a b l i s h p r o c e d u re s f o r t r i b a l c u l t u r a l re s o u r c e s u r v e i l l a n c e , a n d s h a l l es t a b l i s h , i n c o o p e r a t i o n w i t h t h e C i t y , p r o c e d u r e s f o r te m p o r a r i l y h a l t i n g o r r e d i r e c t i n g w o r k t o p e r m i t t h e s a m p l i n g , i d e n t i f i c a t i o n , a n d ev a l u a t i o n o f t h e t r i b a l c u l t u r a l r e s o u r c e a s a p p r o p r i a t e . I f t he t r i b a l c u l t u r a l r e s o u r c e s a r e fo u n d t o b e s i g n i f i c a n t , t h e N a t i v e A m e r i c a n o b s e r v e r s h a l l d e t er m i n e a p p r o p r i a t e a c t i o n s , in c o o p e r a t i o n w i t h t h e C o u n t y f o r e x p l o r a t i o n a n d / o r r e c o v e r y . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 1 7 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion TR A N S P O R T A T I O N A N D T R A F F I C 5. 1 4 - 1 P r i o r t o a p p r o v a l o f a F i n a l S i t e Pl a n f o r a n y p r o j e c t f o r e c a s t t o ge n e r a t e 1 0 0 o r m o r e p e a k h o u r tr i p s Pr i o r t o a p p r o v a l o f a F i n a l S i t e P l a n f o r a n y p r o j e c t f o r e c a s t t o g e n e r a t e 1 0 0 o r m o r e pe a k h o u r t r i p s , a s d e t e r m i n e d b y t h e C i t y T r a f f i c a n d T r a n s p o r ta t i o n M a n a g e r u t i l i z i n g An a h e i m T r a f f i c A n a l y s i s M o d e l T r i p G e n e r a t i o n R a t e s , t h e p r o p e rt y o w n e r / d e v e l o p e r sh a l l p r e p a r e t r a f f i c i m p r o v e m e n t p h a s i n g a n a l y s e s t o i d e n t i f y wh e n t h e i m p r o v e m e n t s id e n t i f i e d i n t h i s t r a f f i c a n a l y s i s s h a l l b e d e s i g n e d a n d c o n s t ru c t e d . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 2 P r i o r t o i s s u a n c e o f t h e f i r s t bu i l d i n g p e r m i t f o r ea c h b u i l d i n g Pr i o r t o i s s u a n c e o f t h e f i r s t b u i l d i n g p e r m i t f o r e a c h b u i l d i n g, t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l p a y t h e a p p r o p r i a t e T r a f f i c S i g n a l A s s e s s me n t F e e s a n d Tr a n s p o r t a t i o n I m p a c t a n d I m p r o v em e n t F e e s t o t h e C i t y o f A n a h e im i n a m o u n t s de t e r m i n e d b y t h e C i t y C o u n c i l R e s o l u t i o n i n e f f e c t a t t h e t i m e o f i s s u a n c e o f t h e b u i l d i n g pe r m i t w i t h c r e d i t g i v e n f o r C i t y - a u t h o r i z e d i m p r o v e m e n t s p r o v i de d b y t h e p r o p e r t y ow n e r / d e v e l o p e r . T h e p r o p e r t y o w n e r s h a l l a l s o p a r t i c i p a t e i n a ll a p p l i c a b l e re i m b u r s e m e n t o r b e n e f i t d i s t r i c ts , w h i c h h a v e b e e n e s t a b l i s h e d . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 3 P r i o r t o a p p r o v a l o f t h e f i r s t f i n a l su b d i v i s i o n m a p o r i s s u a n c e o f th e f i r s t b u i l d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t Pr i o r t o a p p r o v a l o f t h e f i r s t f i n a l s u b d i v i s i o n m a p o r i s s u a n c e o f t h e f i r s t b u i l d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l i r r e vo c a b l y o f f e r f o r d e d i c a t i o n (w i t h s u b o r d i n a t i o n o f e a s e m e n t s ) , i n c l u d i n g n e c e s s a r y c o n s t r u c ti o n e a s e m e n t s , t h e ul t i m a t e a r t e r i a l h i g h w a y r i g h t ( s ) - o f - w a y a d j a c e n t t o t h e i r p r o pe r t y a s s h o w n i n t h e Ci r c u l a t i o n E l e m e n t o f t h e A n a h e i m G e n e r a l P l a n . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 4 P r i o r t o t h e f i n a l b u i l d i n g a n d zo n i n g i n s p e c t i o n Pr i o r t o t h e f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n , t h e p r o p e r t y o w n e r s h a l l j o i n a n d fi n a n c i a l l y p a r t i c i p a t e i n a c l e a n f u e l s h u t t l e p r o g r a m s u c h a s t h e A n a h e i m R e s o r t T r a n s i t sy s t e m , a n d s h a l l p a r t i c i p a t e i n t h e A n a h e i m T r a n s p o r t a t i o n N e t wo r k i n c o n j u n c t i o n w i t h th e o n - g o i n g o p e r a t i o n o f t h e p r oj e c t . T h e p r o p e r t y o w n e r s h a l l a l s o r e c o r d a c o v e n a n t o n th e p r o p e r t y t h a t r e q u i r e s p a r t i ci p a t i o n i n t h e s e p r o g r a m s o n g o in g d u r i n g p r o j e c t op e r a t i o n . T h e f o r m o f t h e c o v e n a nt s h a l l b e a p p r ov e d b y t h e C i ty A t t o r n e y ’ s O f f i c e p r i o r to r e c o r d a t i o n . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 5 P r i o r t o t h e i s s u a n c e o f g r a d i n g pe r m i t s Pr i o r t o t h e i s s u a n c e o f g r a d i n g p e r m i t s , t h e p r o p e r t y o w n e r / d e ve l o p e r s h a l l p r o v i d e t o th e C i t y o f A n a h e i m P u b l i c W o r k s D e p a r t m e n t a p l a n t o c o o r d i n a t e r i d e s h a r e s e r v i c e s f o r co n s t r u c t i o n e m p l o y e e s w i t h t h e An a h e i m T r a n s p o r t a t i o n N e t w o r k (A T N ) f o r r e v i e w a n d ap p r o v a l a n d s h a l l i m p l e m e n t A T N r e c o m m e n d a t i o n s t o t h e e x t e n t fe a s i b l e . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 6 P r i o r t o t h e i s s u a n c e o f e a c h bu i l d i n g p e r m i t f o r a h o t e l de v e l o p m e n t t h a t e x c e e d s 1 0 0 ro o m s p e r g r o s s a c r e w i t h i n t h e Co m m e r c i a l R e c r e a t i o n D i s t r i c t wi t h i n t h e C o n v e n t i o n C e n t e r Me d i u m d e n s i t y c a t e g o r y Pr i o r t o t h e i s s u a n c e o f e a c h b u i l d i n g p e r m i t f o r a h o t e l d e v e l op m e n t t h a t e x c e e d s 1 0 0 ro o m s p e r g r o s s a c r e w i t h i n t h e C o m m e r c i a l R e c r e a t i o n ( C - R ) D i s tr i c t ( D e v e l o p m e n t A r e a 1) w i t h i n t h e C o n v e n t i o n C e n t e r ( C C ) M e d i u m d e n s i t y c a t e g o r y , t he p r o p e r t y o w n e r s h a l l re c o r d a c o v e n a n t o n t h e p r o p e r t y r e q u i r i n g t h a t o n g o i n g d u r i n g p r o j e c t i m p l e m e n t a t i o n , th e p r o p e r t y o w n e r / d e v e l o p e r s ha l l i m p l e m e n t T D M m e a s u r e s s u f f i ci e n t t o r e d u c e t h e ac t u a l t r i p g e n e r a t i o n f r o m t h e d e v e l o p m e n t t o n o m o r e t h a n t h e t r i p s a s s u m e d b y t h e Ci t y ’ s t r a f f i c m o d e l . T h e f o r m o f t h e c o v e n a n t s h a l l b e a p p r o v e d b y t h e C i t y A t t o r n e y ’ s Of f i c e . Pu b l i c W o r k s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 1 8 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion 5. 1 4 - 7 O n g o i n g d u r i n g c o n s t r u c t i on O n g o i n g d u r i n g c o n s t r u c t i o n , i f t h e A n a h e i m P o l i c e D e p a r t m e n t o r t h e A n a h e i m T r a f f i c Ma n a g e m e n t C e n t e r ( T M C ) p e r s o n n e l a r e r e q u i r e d t o p r o v i d e t e m p o ra r y t r a f f i c c o n t r o l se r v i c e s , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l r e i m b u r s e t h e C i t y , o n a f a i r - s h a r e b a s i s , i f ap p l i c a b l e , f o r r e a s o n a b l e c o s t s a ss o c i a t e d w i t h s u c h s e r v i c e s . Po l i c e D e p a r t m e n t ; Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 8 P r i o r t o t h e f i n a l b u i l d i n g a n d zo n i n g i n s p e c t i o n , t h e p r o p e r t y ow n e r s h a l l r e c o r d a c o v e n a n t o n th e p r o p e r t y r e q u i r i n g t h a t on g o i n g d u r i n g p r o j e c t im p l e m e n t a t i o n Pr i o r t o t h e f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n , t h e p r o p e r t y o w n e r s h a l l r e c o r d a co v e n a n t o n t h e p r o p e r t y r e q u i r i n g t h a t o n g o i n g d u r i n g p r o j e c t im p l e m e n t a t i o n , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l i m pl e m e n t a n d a d m i n i s t e r a c o m p r eh e n s i v e Tr a n s p o r t a t i o n D e m a n d M a n a g e m e n t ( T D M ) p r o g r a m f o r a l l e m p l o y e e s. T h e f o r m o f t h e co v e n a n t s h a l l b e a p p r ov e d b y t h e C i t y A t t o r n ey ’ s O f f i c e . O b j e c ti v e s o f t h e T D M p r o g r a m sh a l l b e : a. I n c r e a s e r i d e s h a r i ng a n d u s e o f a l t e r n a t iv e t r a n s p o r t a t i o n m od e s b y g u e s t s . b. P r o v i d e a m e n u o f c o m m u t e a l t e r n a t i v e s f o r e m p l o y e e s t o r e d u ce p r o j e c t - ge n e r a t e d t r i p s . c. C o n d u c t a n a n n u a l c o m m u t e r s u r v e y t o a s c e r t a i n t r i p g e n e r a t i on , t r i p o r i g i n , a n d Av e r a g e V e h i c l e R i d e r s h i p . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 9 P r i o r t o t h e f i n a l b u i l d i n g a n d zo n i n g i n s p e c t i o n Pr i o r t o t h e f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l pr o v i d e t o t h e C i t y o f A n a h e i m P ub l i c W o r k s D e p a r t m e n t f o r r e v i ew a n d a p p r o v a l a m e n u of T D M p r o g r a m s t r a t e g i e s a n d e l e m e n t s f o r b o t h e x i s t i n g a n d f u tu r e e m p l o y e e s ’ co m m u t e o p t i o n s , a n d i n c e n t i v e s f or h o t e l p a t r o n s ’ t r a n s p o r t a t i on o p t i o n s . T h e s e o p t i o n s ma y i n c l u d e , b u t a r e n o t l i m i t e d t o , t h e l i s t b e l o w . T h e p r o p e r ty o w n e r s h a l l a l s o r e c o r d a co v e n a n t o n t h e p r o p e r t y r e q u i ri n g t h a t t h e a p p r o v e d T D M s t r a t e gi e s a n d e l e m e n t s b e im p l e m e n t e d o n g o i n g d u r i n g p r o j e c t o p e r a t i o n . T h e f o r m o f t h e c ov e n a n t s h a l l b e ap p r o v e d b y t h e C i t y A t t o r n e y ’ s O f f i c e p r i o r t o r e c o r d a t i o n . a. O n - s i t e s e r v i c e s . P r o v i d e , a s f e a s i b l e a n d p e r m i t t e d , o n - s i t e s e r v i c e s s u c h a s t h e fo o d , r e t a i l , a n d o t h e r s e r v i c e s . b. R i d e s h a r i n g . D e v e l o p a c o m m u t e r l i s t i n g o f a l l e m p l o y e e m e m b er s f o r t h e p u r p o s e of p r o v i d i n g a “ m a t c h i n g ” o f e m p l o y e e s w i t h o t h e r e m p l o y e e s w h o l i v e i n t h e s a m e ge o g r a p h i c a r e a s a n d w h o c o u l d r i d e s h a r e . c. V a n p o o l i n g . D e v e l o p a c o m m u t e r l i s t i n g o f a l l e m p l o y e e s f o r th e p u r p o s e o f ma t c h i n g n u m b e r s o f e m p l o y e e s w h o l i v e i n g e o g r a p h i c p r o x i m i t y to o n e a n o t h e r an d c o u l d c o m p r i s e a v a n p o o l o r p a r t i c i p a t e i n t h e e x i s t i n g v a n po o l p r o g r a m s . d. T r a n s i t P a s s . P r o m o t e O r a n g e Co u n t y T r a n s p o r t a t i o n A u t h o r i t y ( i n c l u d i n g co m m u t e r r a i l ) p a s s e s t h r o u g h f i n a n c i a l a s s i s t a n c e a n d o n - s i t e sa l e s t o en c o u r a g e e m p l o y e e s t o u s e t h e v a r i o u s t r a n s i t a n d b u s s e r v i c e s f r o m t h r o u g h o u t th e r e g i o n . Pu b l i c W o r k s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 1 9 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion e. S h u t t l e S e r v i c e . G e n e r a t e a c o m m u t e r l i s t i n g o f a l l e m p l o y e e s l i v i n g i n p r o x i m i t y to t h e p r o j e c t , a n d o f f e r a l o c a l sh u t t l e p r o g r a m t o e n c o u r a g e em p l o y e e s t o t r a v e l to w o r k b y m e a n s o t h e r t h a n t h e a u t o m o b i l e . W h e n a p p r o p r i a t e , e ve n t s h u t t l e se r v i c e s h a l l a l s o b e m a d e a v a i l a b l e f o r g u e s t s . f. B i c y c l i n g . D e v e l o p a B i c y c l i n g P r o g r a m t o o f f e r a b i c y c l i n g al t e r n a t i v e t o em p l o y e e s . S e c u r e b i c y c l e r a c k s , l o c k e r s , a n d s h o w e r s s h o u l d b e p r o v i d e d a s pa r t o f t h i s p r o g r a m . M a p s o f b i cy c l e r o u t e s t h r o u g h o u t t h e a r e a s h o u l d b e pr o v i d e d t o i n f o r m p o t e n t i a l bi c y c l i s t s o f t h e s e o p t i o n s . g. G u a r a n t e e d R i d e H o m e P r o g r a m . De v e l o p a p r o g r a m t o p r o v i d e e mp l o y e e s w h o ri d e s h a r e , o r u s e t r a n s i t o r o t h e r m e a n s o f c o m m u t i n g t o w o r k , wi t h a p r e a r r a n g e d ri d e h o m e i n a t a x i , r e n t a l c a r , sh u t t l e , o r o t h e r v e h i c l e , i n th e e v e n t o f e m e r g e n c i e s du r i n g t h e w o r k s h i f t . h. T a r g e t R e d u c t i o n o f L o n g e s t C o m m u te T r i p . P r o m o t e a n i n c e n t i ve p r o g r a m f o r ri d e s h a r i n g a n d o t h e r a l t e r n a t i v e t r a n s p o r t a t i o n m o d e s t o p u t h ig h e s t p r i o r i t y o n re d u c t i o n o f l o n g e s t e m p l o y e e c o m m u t e t r i p s . i. W o r k S h i f t s . S t a g g e r w o r k s h i f t s . j. C o m p r e s s e d W o r k W e e k . D e v e l o p a “ c o m p r e s s e d w o r k w e e k ” p r o g r am , w h i c h pr o v i d e s f o r f e w e r w o r k d a y s b u t l o n g e r d a i l y s h i f t s a s a n o p t i on f o r e m p l o y e e s . k. T e l e c o m m u t i n g . E x p l o r e t h e p o s s i b i l i t y o f a “ t e l e c o m m u t i n g ” pr o g r a m t h a t w o u l d li n k s o m e e m p l o y e e s v ia e l e c t r o n i c m e a n s ( e . g . , c o m p u t e r w i t h m od e m ) . l. P a r k i n g M a n a g e m e n t . D e v e l o p a p a r k i n g m a n a g e m e n t p r o g r a m t h a t p r o v i d e s in c e n t i v e s t o t h o s e w h o r i d e s h a r e o r u s e t r a n s i t m e a n s o t h e r t h an s i n g l e - o c c u p a n t au t o t o t r a v e l t o w o r k . m. A c c e s s . P r o v i d e p r e f e r e n t i a l ac c e s s t o h i g h o c c u p a n c y v e h i c l es a n d s h u t t l e s . n. F i n a n c i a l I n c e n t i v e f o r R i d e s h a r i n g a n d / o r P u b l i c T r a n s i t . O ff e r e m p l o y e e s fi n a n c i a l i n c e n t i v e s f o r r i d e s h a r i n g o r u s i n g p u b l i c t r a n s p o r t a ti o n . C u r r e n t l y , fe d e r a l l a w p r o v i d e s t a x - f r e e s t a t u s f o r u p t o $ 6 5 p e r m o n t h p e r e m p l o y e e co n t r i b u t i o n s t o e m p l o y e e s w h o v a n p o o l o r u s e p u b l i c t r a n s i t i n cl u d i n g c o m m u t e r ra i l a n d / o r e x p r e s s b u s p o o l s . o. F i n a n c i a l I n c e n t i v e f o r B i c y cl i n g . O f f e r e m p l o y e e s f i n a n c i a l i n c e n t i v e s f o r b i c y c l i n g to w o r k . p. S p e c i a l “ P r e m i u m ” f o r t h e P a r t ic i p a t i o n a n d P r o m o t i o n o f T r i p R e d u c t i o n . O f f e r ti c k e t / p a s s e s t o s p e c i a l e v e n t s , v ac a t i o n s , e t c . t o e m p l o y e e s w ho r e c r u i t o t h e r em p l o y e e s f o r v a n p o o l , c a r p o o l , o r o t h e r t r i p r e d u c t i o n p r o g r a m s. Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 2 0 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion q. I n c e n t i v e P r o g r a m s . D e s i g n i n c e n t i v e p r o g r a m s f o r c a r p o o l i n g a n d o t h e r al t e r n a t i v e t r a n s p o r t a t i o n m o d e s s o a s t o p u t h i g h e s t p r i o r i t y on r e d u c t i o n o f lo n g e s t c o m m u t e t r i p s . 5. 1 4 - 1 0 P r i o r t o a p p r o v a l o f e a c h t e n t a t i v e tr a c t o r p a r c e l m a p Pr i o r t o a p p r o v a l o f e a c h t e n t a t i v e t r a c t o r p a r c e l m a p , t h e f o ll o w i n g S t r e e t D e s i g n El e m e n t s s h a l l b e s h o w n o n e a c h t e n t a t i v e t r a c t o r p a r c e l m a p : a. S t r e e t c r o s s - s e c t i o n s , i n c l u d i ng d i m e n s i o n s , l a b e l s , c i r c u l a ti o n d e s i g n a t i o n ( i . e . , Re s o r t S e c o n d a r y ) a n d w h et h e r p u b l i c o r p r i v a t e . b. S t r e e t g r a d e s a n d v e r t i c a l a l i g n m e n t . c. H o r i z o n t a l a l i g n m e n t , i n c l u d i ng r a d i i , a n d c u l- d e - s a c r a d i i . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 1 1 P r i o r t o t h e r e c o r d a t i o n o f a su b d i v i s i o n m a p o r i s s u a n c e o f th e f i r s t b u i l d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t Pr i o r t o t h e r e c o r d a t i o n o f a s u b d i v i s i o n m a p o r i s s u a n c e o f t h e f i r s t b u i l d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t , i n t h e e v e n t t h a t a p a r c e l i s s u b d i v i d e d a n d t h e r e i s a n e e d f o r co m m o n o n - s i t e c i r c u l a t i o n a n d / o r p a r k i n g , p r i o r t o r e c o r d a t i o n o f a s u b d i v i s i o n m a p , a n un s u b o r d i n a t e d c o v e n a n t p r o v i d i n g f o r r e c i p r o c a l a c c e s s a n d / o r pa r k i n g , a s a p p r o p r i a t e , ap p r o v e d b y t h e P l a n n i n g D i r e c t o r o r P l a n n i n g S e r v i c e s M a n a g e r , s h a l l b e r e c o r d e d w i t h th e O f f i c e o f t h e O r a n g e C o u n t y R ec o r d e r . A c o p y o f t h e r e c o r d e d c o v e n a n t s h a l l t h e n b e su b m i t t e d t o t h e P l a n n i n g D i v i s i o n o f t h e P l a n n i n g a n d D e p a r t m e nt . I f t h e r e c i p r o c a l ac c e s s i s a c r o s s p a r c e l l i n e s o r i f p u b l i c r i g h t s o f w a y a r e r e qu i r e d f o r r e c i p r o c a l a c c e s s ; Pu b l i c W o r k s a p p r o v a l s h a l l b e r e q u i r e d . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 4 - 1 2 P r i o r t o t h e i s s u a n c e o f t h e f i r s t bu i l d i n g p e r m i t Pr i o r t o t h e i s s u a n c e o f t h e f i r s t b u i l d i n g p e r m i t , t h e l o c a t i o n o f a n y p r o p o s e d g a t e s a c r o s s a d r i v e w a y s h a l l b e s u b j e c t t o t h e r e v i e w a n d a p p r o v a l o f t h e C it y E n g i n e e r . G a t e s s h a l l no t b e i n s t a l l e d a c r o s s a n y d r i v e w ay o r p r i v a t e s t r e e t i n a m a n ne r w h i c h m a y a d v e r s e l y af f e c t v e h i c u l a r t r a f f i c o n t h e a d j a c e n t p u b l i c s t r e e t s . I n s t a l la t i o n o f a n y g a t e s s h a l l co n f o r m t o t h e c u r r e n t v e r s i o n o f E n g i n e e r i n g S t a n d a r d D e t a i l N o. 4 7 5 . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 1 3 P r i o r t o t h e i s s u a n c e o f b u i l d i n g pe r m i t s Pr i o r t o t h e i s s u a n c e o f b u i l d i n g p e r m i t s , p l a n s s h a l l s h o w t h a t a l l d r i v e w a y s s h a l l b e co n s t r u c t e d w i t h a m i n i m u m f i ft e e n ( 1 5 ) f o o t r a d i u s c u r b r e t u r n s a s r e q u i r e d b y t h e C i t y En g i n e e r , u n l e s s o t h e r w i s e a p p r o v e d b y t h e C i t y E n g i n e e r . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 1 4 P r i o r t o t h e i s s u a n c e o f b u i l d i n g pe r m i t s o r f i n a l m a p a p p r o v a l , wh i c h e v e r o c c u r s f i r s t Pr i o r t o t h e i s s u a n c e o f b u i l d i n g p e r m i t s o r f i n a l m a p a p p r o v a l , w h i c h e v e r o c c u r s f i r s t , se c u r i t y i n t h e f o r m o f a b o n d , c e r t i f i c a t e o f d e p o s i t , l e t t e r of c r e d i t , c o m p l e t i o n g u a r a n t e e , or c a s h , i n a n a m o u n t a n d f o r m s at i s f a c t o r y t o t h e C i t y E n g i n e e r s h a l l b e p o s t e d w i t h t h e Ci t y t o g u a r a n t e e t h e s a t i s f a c t o r y c o m p l e t i o n o f a l l e n g i n e e r i n g r e q u i r e m e n t s o f t h e C i t y of A n a h e i m , i n c l u d i n g p r e p a r a t i o n o f i m p r o v e m e n t p l a n s a n d i n s t al l a t i o n o f a l l im p r o v e m e n t s , s u c h a s c u r b s a n d gu t t e r s , s i d e w a l k s , w a t e r f a c i l it i e s , s t r e e t g r a d i n g a n d pa v e m e n t , s e w e r a n d d r a i n a g e f a c il i t i e s a n d o t h e r a p p u r t e n a n t w or k , a s r e q u i r e d b y t h e Ci t y E n g i n e e r a n d i n a c c o r d a n c e wi t h t h e s p e c i f i c a t i o n s o n f i l e i n t h e o f f i c e o f t h e C i t y En g i n e e r , a s m a y b e m o d i f i e d b y t h e C i t y E n g i n e e r . I n s t a l l a t i o n o f s a i d i m p r o v e m e n t s sh a l l o c c u r p r i o r t o f i n a l b u i ld i n g a n d z o n i n g i n s p e c t i o n s . Pu b l i c W o r k s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 2 1 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion 5. 1 4 - 1 5 B a s e d u p o n t h e i m p r o v e m e n t ph a s i n g a n a l y s i s i n t h e p r o j e c t tr a f f i c s t u d y Ba s e d u p o n t h e i m p r o v e m e n t p h a s i n g a n a l y s i s i n t h e p r o j e c t t r a f fi c s t u d y , t h e p r o p e r t y ow n e r / d e v e l o p e r s h a l l i m p l e m e n t t r a f f i c i m p r o v e m e n t s a s i d e n t i f ie d i n t h e p r o j e c t t r a f f i c st u d y t o m a i n t a i n s a t i s f a c t o r y l e v e l s o f s e r v i c e a s d e f i n e d b y th e C i t y ’ s G e n e r a l P l a n , ba s e d o n t h r e s h o l d s o f s i g n i f i c a n c e , p e r f o r m a n c e s t a n d a r d s , a n d m e t h o d o l o g i e s es t a b l i s h e d b y t h e O r a n g e C o u n t y C o n g e s t i o n M a n a g e m e n t P r o g r a m an d t h e C i t y o f An a h e i m T r a f f i c S t u d y G u i d e l i n e s . T h e i m p r o v e m e n t p h a s i n g a n a l y se s w i l l s p e c i f y t h e ti m i n g , f u n d i n g , c o n s t r u c t i o n , a n d f a i r - s h a r e r e s p o n s i b i l i t i e s fo r a l l t r a f f i c i m p r o v e m e n t s ne c e s s a r y t o m a i n t a i n s a t i s f a c t o r y l e v e l s o f s e r v i c e w i t h i n t h e C i t y o f A n a h e i m a n d su r r o u n d i n g j u r i s d i c t i o n s . T h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l c on s t r u c t , b o n d f o r o r e n t e r in t o a f u n d i n g a g r e e m e n t f o r n e c es s a r y c i r c u l a t i o n s y s t e m i m p r o ve m e n t s , a s d e t e r m i n e d by t h e C i t y T r a f f i c a n d T r a n s p o r t a t i o n M a n a g e r , u n l e s s a l t e r n a t iv e f u n d i n g s o u r c e s h a v e be e n i d e n t i f i e d . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 1 6 P r i o r t o a p p r o v a l o f a F i n a l S i t e Pl a n f o r a n y p r o j e c t f o r e c a s t t o ge n e r a t e 1 0 0 o r m o r e p e a k h o u r tr i p s Pr i o r t o a p p r o v a l o f a F i n a l S i t e P l a n f o r a n y p r o j e c t f o r e c a s t t o g e n e r a t e 1 0 0 o r m o r e pe a k h o u r t r i p s , a s d e t e r m i n e d b y t h e C i t y T r a f f i c a n d T r a n s p o r ta t i o n M a n a g e r u t i l i z i n g An a h e i m T r a f f i c A n a l y s i s M o d e l T r i p G e n e r a t i o n R a t e s , i n c o n j u n ct i o n w i t h t h e pr e p a r a t i o n o f a n y t r a f f i c i m p r o v e m e n t p h a s i n g a n a l y s e s a s r e q u ir e d i n M M 5 . 1 4 - 1 , pr o p e r t y o w n e r s / d e v e l o p e r s w i l l d e t e r m i n e w h e n t h e i n t e r s e c t i o n i m p r o v e m e n t s s h a l l b e co n s t r u c t e d , s u b j e c t t o t h e c o n d it i o n s i d e n t i f i e d i n M M 5 . 1 4 - 1 . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 1 7 P r i o r t o a p p r o v a l o f a F i n a l S i t e Pl a n f o r a n y p r o j e c t f o r e c a s t t o ge n e r a t e 1 0 0 o r m o r e p e a k h o u r tr i p s Pr i o r t o a p p r o v a l o f a F i n a l S i t e P l a n f o r a n y p r o j e c t f o r e c a s t t o g e n e r a t e 1 0 0 o r m o r e pe a k h o u r t r i p s , a s d e t e r m i n e d b y t h e C i t y T r a f f i c a n d T r a n s p o r ta t i o n M a n a g e r u t i l i z i n g An a h e i m T r a f f i c A n a l y s i s M o d e l Tr i p G e n e r a t i o n R a t e s , i n c o n j u n ct i o n w i t h t h e pr e p a r a t i o n o f a n y t r a f f i c i m p r o v e m e n t p h a s i n g a n a l y s e s a s r e q u ir e d i n M M 5 . 1 4 - 1 , t h e fo l l o w i n g a c t i o n s s h a l l b e t a k e n in c o o p e r a t i o n w i t h t h e C i t y o f O r a n g e : a. T h e t r a f f i c i m p r o v e m e n t p h a s i n g a n a l y s i s s h a l l i d e n t i f y a n y im p a c t s c r e a t e d b y t h e pr o j e c t o n f a c i l i t i e s w i t h i n t h e Ci t y o f O r a n g e . T h e f a i r - s h a r e p e r c e n t a g e re s p o n s i b i l i t y f o r m i t i g a t i n g t h e s e i m p a c t s s h a l l b e c a l c u l a t e d i n t h i s a na l y s i s . b. T h e C i t y o f A n a h e i m s h a l l e s t i m a t e t h e c o s t o f t h e p r o j e c t ’ s f a i r - s h a r e re s p o n s i b i l i t y i n c o o p e r a t io n w i t h t h e C i t y o f O r a n g e . c. T h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p a y t h e C i t y o f A n a h e i m t he f a i r - s h a r e c o s t pr i o r t o i s s u a n c e o f a b u i l d i n g p e r m i t . T h e C i t y o f A n a h e i m s h a ll h o l d t h e a m o u n t re c e i v e d i n t r u s t , a n d t h e n , o n c e a m u t u a l l y a g r e e d u p o n j o i n t pr o g r a m i s e x e c u t e d by b o t h c i t i e s , t h e C i t y o f A n a h e i m s h a l l a l l o c a t e t h e f a i r - s h a re c o n t r i b u t i o n t o tr a f f i c m i t i g a t i o n p r o g r a m s t h a t r e s u l t i n i m p r o v e d t r a f f i c f l o w a t t h e i m p a c t e d lo c a t i o n s , v i a a n a g r e e m e n t m u t u a l l y a c c e p t a b l e t o b o t h c i t i e s . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 1 8 P r i o r t o a p p r o v a l o f a F i n a l S i t e Pl a n f o r a n y p r o j e c t f o r e c a s t t o ge n e r a t e 1 0 0 o r m o r e p e a k h o u r tr i p s Pr i o r t o a p p r o v a l o f a F i n a l S i t e P l a n f o r a n y p r o j e c t f o r e c a s t t o g e n e r a t e 1 0 0 o r m o r e pe a k h o u r t r i p s , a s d e t e r m i n e d b y t h e C i t y T r a f f i c a n d T r a n s p o r ta t i o n M a n a g e r u t i l i z i n g An a h e i m T r a f f i c A n a l y s i s M o d e l Tr i p G e n e r a t i o n R a t e s , i n c o n j u n ct i o n w i t h t h e pr e p a r a t i o n o f a n y t r a f f i c i m p r ov e m e n t p h a s i n g a n a l y s e s a s r e q u ir e d i n M M 5 . 1 4 - 1 , a n d as s u m i n g t h a t a r e g i o n a l t r a n s p o r t a t i o n a g e n c y h a s n o t a l r e a d y pr o g r a m m e d a n d f u n d e d Pu b l i c W o r k s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 2 2 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion th e w a r r a n t e d i m p r o v e m e n t s t o t he i m p a c t e d f r e e w a y m a i n l i n e o r fr e e w a y r a m p l o c a t i o n s , pr o p e r t y o w n e r s / d e v e l o p e r s a n d th e C i t y w i l l t a k e t h e f o l l o w i n g a c t i o n s i n c o o p e r a t i o n wi t h C a l t r a n s : a. T h e t r a f f i c s t u d y w i l l i d e n t i f y t h e p r o j e c t ’ s p r o p o r t i o n a t e im p a c t o n t h e s p e c i f i c fr e e w a y m a i n l i n e a n d / o r f r e e w a y r a m p l o c a t i o n s a n d i t s f a i r - s h a re p e r c e n t a g e re s p o n s i b i l i t y f o r m i t i g a t i n g t h e s e i m p a c t s b a s e d o n t h r e s h o l d s o f s i g n i f i c a n c e , pe r f o r m a n c e s t a n d a r d s , a n d m e t h o d o l og i e s e s t a b l i s h e d i n t h e O r a ng e C o u n t y Co n g e s t i o n M a n a g e m e n t P r o g r a m a n d t h e C i t y o f A n a h e i m T r a f f i c S tu d y Gu i d e l i n e s . b. T h e C i t y s h a l l e s t i m a t e t h e c o s t o f t h e p r o j e c t ’ s f a i r - s h a r e r e s p o n s i b i l i t y i n co o p e r a t i o n w i t h C a l t r a n s . 5. 1 4 - 1 9 P r i o r t o t h e a p p r o v a l o f t h e f i n a l su b d i v i s i o n m a p o r i s s u a n c e o f bu i l d i n g p e r m i t s , w h i c h e v e r oc c u r s f i r s t Pr i o r t o t h e a p p r o v a l o f t h e f i n a l s u b d i v i s i o n m a p o r i s s u a n c e of b u i l d i n g p e r m i t s , wh i c h e v e r o c c u r s f i r s t , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p a y th e i d e n t i f i e d f a i r - s h a r e re s p o n s i b i l i t y a s d e t e r m i n e d b y t h e C i t y a s s e t f o r t h i n M M 5 . 1 4- 1 5 . T h e C i t y s h a l l a l l o c a t e th e p r o p e r t y o w n e r / d e v e l o p e r ’ s f a i r - s h a r e c o n t r i b u t i o n t o t r a f f ic m i t i g a t i o n p r o g r a m s t h a t re s u l t i n i m p r o v e d t r a f f i c f l o w o n t h e i m p a c t e d m a i n l i n e a n d r a mp l o c a t i o n s , v i a a n ag r e e m e n t m u t u a l l y a c c e p t a b l e t o C a l t r a n s a n d t h e C i t y . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 2 0 P r i o r t o t h e a p p r o v a l o f a F i n a l Si t e P l a n Pr i o r t o t h e a p p r o v a l o f a F i n a l S i t e P l a n , t h e p r o p e r t y o w n e r / de v e l o p e r s h a l l m e e t w i t h th e T r a f f i c a n d T r a n s p o r t a t i o n M a n a g e r t o d e t e r m i n e w h e t h e r a b us s t o p ( s ) i s r e q u i r e d t o be p l a c e d a d j a c e n t t o t h e p r o p e r t y . I f a b u s s t o p ( s ) i s r e q u i r e d, i t s h a l l b e p l a c e d i n a lo c a t i o n t h a t l e a s t i m p a c t s t r a f f i c f l o w a n d m a y b e d e s i g n e d a s a b u s t u r n o u t o r a f a r s i d e bu s s t o p a s r e q u i r e d b y t h e T r a f f i c a n d T r a n s p o r t a t i o n M a n a g e r an d p e r t h e a p p r o v a l o f th e O r a n g e C o u n t y T r a n s p o r t a ti o n A u t h o r i t y ( O C T A ) . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 2 1 P r i o r t o t h e f i r s t f i n a l b u i l d i n g a n d zo n i n g I n s p e c t i o n Pr i o r t o t h e f i r s t f i n a l b u i l d i n g a n d z o n i n g I n s p e c t i o n e v e r y p ro p e r t y o w n e r a n d / o r l e s s e e sh a l l d e s i g n a t e a n o n - s i t e c o n t a c t t h a t w i l l b e r e s p o n s i b l e f o r c o o r d i n a t i n g w i t h t h e A T N an d i m p l e m e n t i n g a l l t r i p m i t i g a t io n m e a s u r e s . T h e o n - s i t e c o o r di n a t o r s h a l l b e t h e o n e po i n t o f c o n t a c t r e p r e s e n t i n g t h e p r o j e c t w i t h t h e A T N . T h e T D M r e q u i r e m e n t s s h a l l b e in c l u d e d i n t h e l e a s e o r o t h e r ag r e e m e n t w i t h a l l o f t h e p r o j e c t p a r t i c i p a n t s . Pu b l i c W o r k s De p a r t m e n t 5. 1 4 - 2 2 S u b s e q u e n t t o t he c e r t i f i c a t i o n o f Fi n a l E I R N o . 3 4 0 , a n d p r i o r t o th e a p p r o v a l o f t h e f i r s t F i n a l S i t e Pl a n Su b s e q u e n t t o t h e c e r t i f i c a t i o n of F i n a l E I R N o . 3 4 0 , a n d p r i o r t o t h e a p p r o v a l o f t h e f i r s t Fi n a l S i t e P l a n , i f t h e c o s t s o f t h e i d e n t i f i e d i m p r o v e m e n t s i n t h e T r a f f i c S t u d y R e p o r t f o r Am e n d m e n t N o . 1 4 t o t h e A n a h e i m R e s or t S p e c i f i c P l a n c a n n o t b e co v e r e d b y t h e t o t a l fu n d i n g a l l o c a t i o n u n d e r t h e e x i s t i n g C i t y f e e p r o g r a m s a n d f u n di n g s o u r c e s , a n u p d a t e of t h e e x i s t i n g C i t y t r a f f i c f ee p r o g r a m o r o t h e r f e e p r o g r a m s sh a l l b e d e v e l o p e d b y t h e Ci t y o f A n a h e i m t o e n s u r e c o m p l e ti o n o f t h e r e c o mm e n d e d i m p r o v e me n t s . Pu b l i c W o r k s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 2 3 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion UT I L I T I E S A N D S E R V I C E S Y S T E M S 19 - 1 P r i o r t o a p p r o v a l o f a f i n a l su b d i v i s i o n m a p o r i s s u a n c e o f a gr a d i n g o r b u i l d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t Pr i o r t o a p p r o v a l o f a f i n a l s u b d i v i s i o n m a p o r i s s u a n c e o f a g ra d i n g o r b u i l d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t , t h e p r op e r t y o w n e r / d e v e l o p e r s h a l l p a r t ic i p a t e i n t h e C i t y ’ s M a s t e r Pl a n o f S e w e r s a n d r e l a t e d I n f r a s t r u c t u r e I m p r o v e m e n t ( F e e ) P r o gr a m t o a s s i s t i n mi t i g a t i n g e x i s t i n g a n d f u t u r e s an i t a r y s e w e r s y s te m d e f i c i e n c i es a s f o l l o w s : Th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a r e p o r t f o r r e v i e w a nd a p p r o v a l o f t h e C i t y En g i n e e r t o a s s i s t i n d e t e r m i n i n g t h e f o l l o w i n g : a. I f t h e d e v e l o p m e n t / r e d e v e l o p m en t ( 1 ) d o e s n o t d i s c h a r g e i n t o a s e w e r s y s t e m t h a t is c u r r e n t l y d e f i c i e n t o r w i l l b e c o m e d e f i c i e n t b e c a u s e o f t h a t d i s c h a r g e a n d / o r ( 2 ) do e s n o t i n c r e a s e f l o w s o r c h a n g e p o i n t s o f d i s c h a r g e , t h e n t h e p r o p e r t y ow n e r ’ s / d e v e l o p e r ’ s r e s p o n s i b i l i t y s h a l l b e l i m i t e d t o p a r t i c i p at i o n i n t h e I n f r a s t r u c t u r e Im p r o v e m e n t ( F e e ) P r o g r a m . b. I f t h e d e v e l o p m e n t / r e d e v e l o p m e n t ( 1 ) d i s c h a r g e s i n t o a s e w e r s y s t e m t h a t i s cu r r e n t l y d e f i c i e n t o r w i l l b e c om e d e f i c i e n t b e c a u s e o f t h a t d i sc h a r g e a n d / o r (2 ) i n c r e a s e s f l o w s o r c h a n g e s p o i n t s o f d i s c h a r g e , t h e n t h e p r op e r t y ow n e r / d e v e l o p e r s h a l l b e r e q u i r e d t o g u a r a n t e e m i t i g a t i o n t o t h e s a t i s f a c t i o n o f t h e Ci t y E n g i n e e r a n d t h e C i t y A t t o r n e y o f t h e i m p a c t p r i o r t o a p p r ov a l o f a f i n a l su b d i v i s i o n m a p o r i s s u a n c e o f a g r a d i n g o r b u i l d i n g p e r m i t w h i ch e v e r o c c u r s f i r s t , pu r s u a n t t o t h e i m p r o v e m e n t s i d e n t if i e d i n t h e S ou t h C e n t r a l A r ea S e w e r D e f i c i e n c y St u d y . T h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l b e r e q u i r e d t o i n s t a l l t h e s a n i t a r y s e w e r fa c i l i t i e s , a s r e c o m m e n d e d b y t h e So u t h C e n t r a l A r e a S e w e r D e f i ci e n c y S t u d y , p r i o r to a c c e p t a n c e f o r m a i n t e n a n c e o f p u b l i c i m p r o v e m e n t s b y t h e C i t y o r f i n a l b u i l d i n g an d z o n i n g i n s p e c t i o n s f o r t h e b u i l d i n g / s t r u c t u r e , w h i c h e v e r c o me s f i r s t . A d d i t i o n a l l y , th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p a r t i c i p a t e i n t h e I n f r a s t r u ct u r e I m p r o v e m e n t (F e e ) P r o g r a m , a s d e t e r m i n e d b y t h e C i t y E n g i n e e r , w h i c h m a y i n cl u d e f e e s , c r e d i t s , re i m b u r s e m e n t s , o r a c o m b i n a t i on t h e r e o f . A s p a r t o f g u a r a n t e e i ng t h e m i t i g a t i o n o f im p a c t s f o r t h e s a n i t a r y s e w e r s y s t e m , t h e p r o p e r t y o w n e r / d e v e l op e r s h a l l s u b m i t a sa n i t a r y s e w e r s y s t e m i m p r o v e m e n t p h a s i n g p l a n f o r t h e p r o j e c t to t h e C i t y E n g i n e e r fo r r e v i e w a n d a p p r o v a l w h i c h s h a l l c o n t a i n , a t a m i n i m u m , ( 1 ) a l a y o u t o f t h e co m p l e t e s y s t e m , ( 2 ) a l l f a c i l i t y s i z e s , i n c l u d i n g s u p p o r t c a l c ul a t i o n s , ( 3 ) c o n s t r u c t i o n ph a s i n g , a n d ( 4 ) c o n s t r u c t i o n e s t i m a t e s . Th e s t u d y s h a l l d e t e r m i n e t h e i m p a c t o f t h e p r o j e c t s e w e r f l o w s f o r t o t a l b u i l d o u t o f th e p r o j e c t a n d i d e n t i f y l o c a l d e f i c i e n c i e s f o r e a c h p r o j e c t c o mp o n e n t ( i . e . , e a c h ho t e l ) . (A R S P E I R 3 4 0 M M 5 . 1 6 - 1 ) Pu b l i c W o r k s De p a r t m e n t ; C i t y At t o r n e y Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 2 4 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion 5. 1 5 - 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t ( t o b e i m p l e m e n t e d p r i o r to f i n a l b u i l d i n g a n d z o n i n g in s p e c t i o n s , a n d c o n t i n u i n g o n a n on - g o i n g b a s i s d u r i n g p r o j e c t op e r a t i o n ) Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t ( t o b e i m p l e m e n t e d p r io r t o f i n a l b u i l d i n g a n d zo n i n g i n s p e c t i o n s , a n d c o n t i n u i n g o n a n o n - g o i n g b a s i s d u r i n g pr o j e c t o p e r a t i o n ) , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t t o t h e P u b l i c U t i l i t i e s De p a r t m e n t p l a n s f o r r e v i e w an d a p p r o v a l w h i c h s h a l l e n s u r e t ha t w a t e r c o n s e r v a t i o n m e a s u r e s a r e i n c o r p o r a t e d . T h e wa t e r c o n s e r v a t i o n m e a s u r e s t o b e s h o w n o n t h e p l a n s a n d i m p l e m en t e d b y t h e p r o p e r t y ow n e r / d e v e l o p e r , t o t h e e x t e n t a p p li c a b l e i n c l u d e , b u t a r e n o t li m i t e d t o , t h e f o l l o w i n g : a. U s e o f l o w - f l o w s p r i n k l e r he a d s i n i r r i g a t i o n s y s t e m s . b. U s e o f w a t e r w a y r e c ir c u l a t i o n s y s t e m s . c. L o w - f l o w f i t t i n g s , f i x t u r e s , a n d e q u i p m e n t , i nc l u d i n g l o w f l us h t o i l e t s a n d u r i n a l s . d. U s e o f s e l f - c l o s i n g v a l v e s o n d r i n k i n g v a l v e s . e. U s e o f e f f i c i e n t i r r i g a t i o n s y s t e m s s u c h a s d r i p i r r i g a t i o n an d a u t o m a t i c s y s t e m s wh i c h u s e m o i s t u r e s e n s o r s . f. U s e o f l o w - f l o w s h o w e r h e a d s i n h o t e l s . g. W a t e r e f f i c i e n t i c e - m a c h i n e s , d i s h w a s h e r s , c l o t h e s w a s h e r s a nd o t h e r w a t e r - us i n g a p p l i a n c e s . h. U s e o f i r r i g a t i o n s y s t e m s p r i ma r i l y a t n i g h t w h e n e v a p o r a t i o n r a t e s a r e l o w e s t . i. P r o v i d e i n f o r m a t i o n t o t h e p u b l i c i n c o n s p i c u o u s p l a c e s r e g a rd i n g w a t e r co n s e r v a t i o n . j. U s e o f w a t e r c o n s e r v i n g l a n d sc a p e p l a n t m a t e r i a l s w h e r e v e r f ea s i b l e . Pu b l i c U t i l i t i e s De p a r t m e n t 5. 1 5 - 2 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , a l l w a t e r s u p p l y p l a nn i n g f o r t h e p r o j e c t w i l l b e cl o s e l y c o o r d i n a t e d w i t h , a n d b e s u b j e c t t o t h e r e v i e w a n d f i n a l a p p r o v a l o f , t h e P u b l i c Ut i l i t i e s D e p a r t m e n t , W a t e r E n g i ne e r i n g D i v i s i o n an d F i r e D e p a r tm e n t . Pu b l i c U t i l i t i e s De p a r t m e n t ; F i r e De p a r t m e n t 5. 1 5 - 3 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , w a t e r p r e s s u r e g r e a t er t h a n 8 0 p o u n d s p e r sq u a r e i n c h ( p s i ) s h a l l b e r e d u c e d t o 8 0 p s i o r l e s s b y m e a n s o f p r e s s u r e r e d u c i n g v a l v e s in s t a l l e d a t t h e p r o p e r t y o w n e r / d e v e l o p e r ’ s s e r v i c e . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 5 - 4 P r i o r t o t h e i s s u a n c e o f e a c h bu i l d i n g p e r m i t Pr i o r t o t h e i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e p r o p e r t y o w n er / d e v e l o p e r s h a l l s u b m i t a l a n d s c a p e a n d i r r i g a t i o n p l a n w h i c h s h a l l b e p r e p a r e d a n d c e r ti f i e d b y a l i c e n s e d la n d s c a p e a r c h i t e c t . T h e i r r i g a t i o n p l a n s h a l l s p e c i f y m e t h o d s f o r m o n i t o r i n g t h e i r r i g a t i o n sy s t e m . T h e s y s t e m s h a l l e n s u r e th a t i r r i g a t i o n r a t e s d o n o t e xc e e d t h e i n f i l t r a t i o n o f l o c a l so i l s , t h a t t h e a p p l i c a t i o n o f f er t i l i z e r s a n d p e s t i c i d e s d o n o t e x c e e d a p p r o p r i a t e l e v e l s o f fr e q u e n c i e s , a n d t h a t s u r f a c e r u n o f f a n d o v e r w a t e r i n g i s m i n i m i ze d . T h e l a n d s c a p i n g a n d ir r i g a t i o n p l a n s s h a l l i n c l u d e w a te r - c o n s e r v i n g f e a t u r e s s u c h a s l o w f l o w i r r i g a t i o n h e a d s , Pl a n n i n g a n d B u i l d i n g De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 2 5 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion au t o m a t i c i r r i g a t i o n s c h e d u l i n g e q u i p m e n t , f l o w s e n s i n g c o n t r o l s, r a i n s e n s o r s , s o i l mo i s t u r e s e n s o r s , a n d o t h e r w a t e r - c o n s e r v i n g e q u i p m e n t . T h e l a n ds c a p i n g a n d i r r i g a t i o n pl a n s s h a l l i n d i c a t e t h a t s e p a r a t e i r r i g a t i o n l i n e s f o r r e c y c l e d w a t e r s h a l l b e c o n s t r u c t e d an d r e c y c l e d w a t e r w i l l b e u s e d w h e n i t b e c o m e s a v a i l a b l e . A l l ir r i g a t i o n s y s t e m s s h a l l b e de s i g n e d s o t h a t t h e y w i l l f u n c t i on p r o p e r l y w i t h r e c y c l e d w a t e r. 5. 1 5 - 5 P r i o r t o a p p r o v a l o f t h e F i n a l S i t e Pl a n a n d b u i l d i n g p e r m i t s Pr i o r t o a p p r o v a l o f t h e F i n a l S i t e P l a n a n d b u i l d i n g p e r m i t s , pl a n s s h a l l s p e c i f i c a l l y s h o w th a t t h e w a t e r m e t e r a n d b a c k f l o w e q u i p m e n t a n d a n y o t h e r l a r g e w a t e r s y s t e m eq u i p m e n t w i l l b e i n s t a l l e d t o t h e s a t i s f a c t i o n o f t h e P u b l i c U ti l i t i e s D e p a r t m e n t , W a t e r En g i n e e r i n g D i v i s i o n , a b o v e g r o u n d a n d b e h i n d t h e b u i l d i n g s e t b a ck l i n e i n a m a n n e r f u l l y sc r e e n e d f r o m a l l p u b l i c s t r e e t s a n d a l l e y s a n d i n a c c o r d a n c e w it h O r d i n a n c e N o . 4 1 5 6 . Pr i o r t o t h e f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s , t h e w a t e r m et e r a n d b a c k f l o w e q u i p m e n t an d a n y o t h e r l a r g e w a t e r s y s t e m e q u i p m e n t s h a l l b e i n s t a l l e d t o t h e s a t i s f a c t i o n o f t h e Pu b l i c U t i l i t i e s D e p a r t m e n t , W a t e r E n g i n e e r i n g D i v i s i o n , i n a c c or d a n c e w i t h t h e F i n a l S i t e Pl a n a n d t h e b u i l d i n g p e r m i t p l a n s . Pu b l i c U t i l i t i e s De p a r t m e n t 5. 1 5 - 6 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t , u n l e s s r e c o r d s i n d i c a t e pr e v i o u s p a y m e n t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , u n l e s s r e c o r d s i n d i c at e p r e v i o u s p a y m e n t , t h e ap p r o p r i a t e f e e s f o r P r i m a r y M a i n s , S e c o n d a r y M a i n s a n d F i r e P r ot e c t i o n S e r v i c e s h a l l be p a i d t o t h e P u b l i c U t i l i t i e s D e p a r t m e n t , W a t e r E n g i n e e r i n g D iv i s i o n i n a c c o r d a n c e w i t h Ru l e 1 5 A , a n d R u l e 2 0 o f t h e P u b l i c U t i l i t i e s D e p a r t m e n t W a t e r Ra t e s , R u l e s a n d Re g u l a t i o n s . Pu b l i c U t i l i t i e s De p a r t m e n t 5. 1 5 - 7 P r i o r t o f i n a l b u i l d i n g a n d z o n i n g in s p e c t i o n s Pr i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n s , a s e p a r a t e w a t e r m e t e r s h a l l b e i n s t a l l e d fo r l a n d s c a p e w a t e r o n a l l p r o j e c t s w h e r e t h e l a n d s c a p e a r e a e x ce e d s 2 , 5 0 0 s q u a r e f e e t in a c c o r d a n c e w i t h O r d i n a n c e N o . 6 1 6 0 . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 5 - 8 P r i o r t o t h e i s s u a n c e o f t h e f i r s t bu i l d i n g p e r m i t o r g r a d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t Pr i o r t o t h e i s s u a n c e o f t h e f i r s t b u i l d i n g p e r m i t o r g r a d i n g p er m i t , w h i c h e v e r o c c u r s f i r s t , th e p r o p e r t y o w n e r / d e v e l o p e r s h a ll c o m p l y w i t h R u l e 1 5 E o f t h e Pu b l i c U t i l i t i e s De p a r t m e n t W a t e r R a t e s , R u l e s , a n d R e g u l a t i o n s . R u l e 1 5 E s h a l l b e a m e n d e d t o in c l u d e : a. C o n s t r u c t i o n o f a n e w w e l l w i t h a m i n i m u m 1 , 5 0 0 G P M c a p a c i t y t o s e r v e T h e An a h e i m R e s o r t A r e a ( t e n t a t i v e lo c a t i o n n e a r P o n d e r o s a P a r k a n d O r a n g e w o o d Av e n u e ) ; a n d b. C o n s t r u c t i o n o f a n e w 1 6 - i n c h w a t e r m a i n a l o n g H a r b o r B o u l e v ar d f r o m Or a n g e w o o d t o C h a p m a n A v e n u e . Pu b l i c U t i l i t i e s De p a r t m e n t 5. 1 5 - 9 O n g o i n g O n g o i n g , t h e C i t y s h al l c o n t i n u e t o c o l l a b o r a t e wi t h t h e M e t r o p o l i t a n W a t e r D i s t r i c t o f So u t h e r n C a l i f o r n i a ( M W D ) , i t s me m b e r a g e n c i e s , a n d t h e O r a n g e Co u n t y W a t e r D i s t r i c t (O C W D ) t o e n s u r e t h a t a v a i l a b l e wa t e r s u p p l i e s m e e t a n t i c i p a t e d d e m a n d . I f i t i s fo r e c a s t e d t h a t w a t e r d e m a n d e x c e e d s a v a i l a b l e s u p p l i e s , s t a f f sh a l l r e c o m m e n d t o C i t y Co u n c i l t o t r i g g e r a p p l i c a t i o n o f t h e W a t e r C o n s e r v a t i o n O r d i n a nc e ( A n a h e i m M u n i c i p a l Pu b l i c U t i l i t i e s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 2 6 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion Co d e , § 1 0 . 1 8 ) , a s p r e s c r i b e d , t o r e q u i r e m a n d a t o r y c o n s e r v a t i o n m e a s u r e s a s a u t h o r i z e d by S e c t i o n s 1 0 . 1 8 . 0 7 0 t h r o u g h 1 0 . 1 8 . 0 9 0 , a s a p p r o p r i a t e . 5. 1 7 - 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e p r o p e r t y o w n e r / d ev e l o p s h a l l c o n s u l t w i t h th e C i t y o f A n a h e i m P u b l i c U t i l i t i e s D e p a r t m e n t , B u s i n e s s a n d C om m u n i t y P r o g r a m s Di v i s i o n , i n o r d e r t o r e v i e w e n e r g y e f f i c i e n t m e a s u r e s t o i n c o r po r a t e i n t o t h e p r o j e c t de s i g n . P r i o r t o t h e f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n , t h e p r o p e r t y o w n e r d e v e l o p e r sh a l l i m p l e m e n t t h e s e e n e r g y e f f i c i e n t m e a s u r e s w h i c h m a y i n c l u de t h e f o l l o w i n g : a. H i g h - e f f i c i e n c y a i r - c o n d i t i o n i n g s y s t e m s w i t h E M S ( c o m p u t e r ) c o n t r o l b. V a r i a b l e a i r v o l u m e ( V A V ) d i s t r i b u t i o n c. O u t s i d e a i r ( 1 0 0 % ) e c o n o m i z e r c y c l e d. S t a g e d c o m p r e s s o r s o r v a r i a b l e s p e e d d r i v e s t o f l o w v a r y i n g th e r m a l l o a d s e. I s o l a t e d H V A C z o n e c o n t r o l b y f l o o r s / s e p a r a b l e a c t i v i t y a r e a s f. S p e c i f i c a t i o n o f p r e m i u m - e f f i c i e n c y e l e c t r i c m o t o r s ( i . e . , c om p r e s s o r m o t o r s , a i r - ha n d l i n g u n i t s , a n d f a n - c o i l u n i t s ) g. U s e o f o c c u p a n c y s e n s o r s i n a p p r o p r i a t e s p a c e s h. U s e o f c o m p a c t f l u o r e s c e n t l a m p s i. U s e o f c o l d c a t h o d e f l u o r e s c e n t l a m p s j. U s e o f l i g h t e m i t t i n g d i o d e ( L E D ) o r e q u i v a l e n t e n e r g y - e f f i c ie n t l i g h t i n g f o r o u t d o o r li g h t i n g k. U s e o f E n e r g y S t a r ® e x i t li g h t i n g o r e x i t s i g n a g e . l. U s e o f T - 8 l a m p s a n d e l e c t r o n i c b a l l a s t s w h e r e a p p l i c a t i o n s of s t a n d a r d fl u o r e s c e n t f i x t u r e s a r e i d e n t i f i e d m. U s e o f l i g h t i n g p o w e r c o n t r o l l e r s i n a s s o c i a t i o n w i t h m e t a l - ha l i d e o r h i g h - p r e s s u r e so d i u m ( h i g h i n t e n s i t y d i s c h a r ge ) l a m p s f o r o u t d o o r l i g h t i n g a n d p a r k i n g l o t s n. C o n s i d e r a t i o n o f t h e r m a l e n e r g y s t o r a g e a i r - c o n d i t i o n i n g f o r s p a c e s o r f a c i l i t i e s th a t m a y r e q u i r e a i r - c o n d i t i o n i n g d u r i n g s u m m e r , d a y - p e a k p e r i o ds . o. F o r s w i m m i n g p o o l s a n d s p a s , i nc o r p o r a t e s o l a r h e a t i n g , a u t o ma t i c c o v e r s , a n d ef f i c i e n t p u m p s a n d m o t o r s , a s f e a s i b l e . p. C o n s i d e r a t i o n f o r p a r t i c i p a t i on i n A d v a n t a g e S e r v i c e s P r o g r a ms s u c h a s : Pu b l i c U t i l i t i e s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 2 7 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion a. N e w c o n s t r u c t i o n d e s i g n r e v i e w , i n w h i c h t h e C i t y c o s t - s h a r e s e n g i n e e r i n g fo r u p t o $ 1 0 , 0 0 0 f o r d e s i g n o f en e r g y e f f i c i e n t b u i l d i n g s a n d sy s t e m s b. N e w C o n s t r u c t i o n – c a s h i n c en t i v e s ( $ 3 0 0 t o $ 4 0 0 p e r k W r e d u ct i o n i n l o a d ) fo r e f f i c i e n c y t h a t e x c e e d s T i t l e 2 4 r e q u i r e m e n t s c. G r e e n B u i l d i n g P r o g r a m – o f f e r s a c c e l e r a t e d p l a n a p p r o v a l , f in a n c i a l in c e n t i v e s , w a i v e d p l a n c h e c k f ee s a n d f r e e t e c h n i c a l a s s i s t a n c e. 5. 1 7 - 2 P r i o r t o f i n a l b u i l d i n g a n d z o n i n g in s p e c t i o n Pr i o r t o f i n a l b u i l d i n g a n d z o n i n g i n s p e c t i o n , t h e p r o p e r t y o w n er / d e v e l o p e r s h a l l i n s t a l l a n un d e r g r o u n d e l e c t r i c a l s e r v i c e f r o m t h e P u b l i c U t i l i t i e s D i s t r i bu t i o n S y s t e m . T h e Un d e r g r o u n d S e r v i c e w i l l b e i n s t a l l e d i n a c c o r d a n c e w i t h t h e E l ec t r i c R u l e s , R a t e s , Re g u l a t i o n s a n d E l e c t r i c a l S p e c i f i c a t i o n s f o r U n d e r g r o u n d S y s t e ms . E l e c t r i c a l S e r v i c e Fe e s a n d o t h e r a p p l i c a b l e f e e s w i l l b e a s s e s s e d i n a c c o r d a n c e w it h t h e E l e c t r i c R u l e s , Ra t e s , R e g u l a t i o n s a n d E l e c t r i c a l S p e c i f i c a t i o n s f o r U n d e r g r o u n d S y s t e m s . Pu b l i c U t i l i t i e s De p a r t m e n t 5. 1 7 - 3 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e p r o p e r t y o w n e r / d ev e l o p e r s h a l l s u b m i t p l a n s an d c a l c u l a t i o n s t o t h e C i t y o f A n a h e i m P l a n n i n g a n d B u i l d i n g D ep a r t m e n t , B u i l d i n g Di v i s i o n , t o d e m o n s t r at e t h a t t h e e n e r g y e f f i c i e n c y o f e a c h b u i ld i n g w i l l e x c e e d t h e T i t l e 24 E n e r g y E f f i c i e n c y S t a n d a r d s f o r R e s i d e n t i a l a n d N o n r e s i d e n t i al B u i l d i n g s c u r r e n t a t th e t i m e o f a p p l i c a t i o n by a t l e a s t 1 0 p e r c e n t . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 7 - 4 P r i o r t o a p p r o v a l o f a F i n a l S i t e Pl a n Pr i o r t o a p p r o v a l o f a F i n a l S i t e P l a n , t h e p r o p e r t y o w n e r / d e v e lo p e r s h a l l c o o r d i n a t e w i t h th e P u b l i c U t i l i t i e s D e p a r t m e n t t o i n c o r p o r a t e f e a s i b l e r e n e w a b le e n e r g y g e n e r a t i o n me a s u r e s i n t o t h e p r o j e c t . T h e se m e a s u r e s m a y i n c l u d e b u t n o t be l i m i t e d t o u s e o f s o l a r an d s m a l l w i n d t u r b i n e s o u r c e s o n n e w a n d e x i s t i n g f a c i l i t i e s a nd t h e u s e o f s o l a r p o w e r e d li g h t i n g i n p a r k i n g a r e a s . Pu b l i c U t i l i t i e s De p a r t m e n t 5. 1 8 - 1 P r i o r t o a p p r o v a l o f a f i n a l su b d i v i s i o n m a p , o r i s s u a n c e o f a gr a d i n g o r b u i l d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t Pr i o r t o a p p r o v a l o f a f i n a l s u b d i v i s i o n m a p , o r i s s u a n c e o f a gr a d i n g o r b u i l d i n g p e r m i t , wh i c h e v e r o c c u r s f i r s t , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l p a r t ic i p a t e i n t h e C i t y ’ s M a s t e r Pl a n o f S t o r m D r a i n s a n d r e l a t e d I n f r a s t r u c t u r e I m p r o v e m e n t ( F e e) P r o g r a m t o a s s i s t i n mi t i g a t i n g e x i s t i n g a n d f u t u r e s to r m d r a i n a g e s y s t e m d e f i c i e n c i es a s f o l l o w s : Th e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t a r e p o r t f o r r e v i e w a nd a p p r o v a l b y t h e C i t y En g i n e e r t o a s s i s t w i t h d e t e r m i n i n g t h e f o l l o w i n g : a. I f t h e s p e c i f i c d e v e l o p m e n t / r ed e v e l o p m e n t d o e s n o t i n c r e a s e or r e d i r e c t c u r r e n t or h i s t o r i c s t o r m w a t e r q u a n t i t i e s / f l o w s , t h e n t h e p r o p e r t y o w n er / d e v e l o p e r ’ s re s p o n s i b i l i t y s h a l l b e l i m i t e d t o p a r t i c i p a t i o n i n t h e I n f r a s t ru c t u r e I m p r o v e m e n t (F e e ) P r o g r a m t o p r o v i d e s t o r m dr a i n a g e f a c i l i t i e s i n 1 0 - a n d 2 5- y e a r s t o r m fr e q u e n c i e s a n d t o p r o t e c t p r o p e r t i e s / s t r u c t u r e s f o r a 1 0 0 - y e a r s t o r m f r e q u e n c y . b. I f t h e s p e c i f i c d e v e l o p m e n t / r ed e v e l o p m e n t i n c r e a s e s o r r e d i r ec t s t h e c u r r e n t o r hi s t o r i c s t o r m w a t e r q u a n t i t y / f l o w , t h e n t h e p r o p e r t y o w n e r / d e v el o p e r s h a l l b e Pu b l i c W o r k s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 2 8 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion re q u i r e d t o g u a r a n t e e m i t i g a t i o n t o t h e s a t i s f a c t i o n o f t h e C i t y E n g i n e e r a n d C i t y At t o r n e y ’ s o f f i c e o f t h e i m p a c t p r io r t o a p p r o v a l o f a f i n a l s u bd i v i s i o n m a p o r is s u a n c e o f a g r a d i n g o r b u i l d i n g p e r m i t , w h i c h e v e r o c c u r s f i r s t, p u r s u a n t t o t h e im p r o v e m e n t s i d e n t i f i e d i n t h e M a st e r P l a n o f D r a i n a g e f o r t h e So u t h C e n t r a l Ar e a . T h e p r o p e r t y o w n e r / d e v e l o pe r s h a l l b e r e q u i r e d t o i n s t a l l t h e s t o r m d r a i n a g e fa c i l i t i e s a s r e c o m m e n d e d b y t h e M a s t e r P l a n o f D r a i n a g e f o r t h e S o u t h C e n t r a l Ar e a t o p r o v i d e s t o r m d r a i n a g e f a c i l i t i e s f o r 1 0 - a n d 2 5 - y e a r s to r m f r e q u e n c i e s an d t o p r o t e c t p r o p e r t i e s / s t r u c t ur e s f o r a 1 0 0 - y e a r s t o r m f r e q u en c y p r i o r t o ac c e p t a n c e f o r m a i n t e n a n c e o f p u b l i c i m p r o v e m e n t s b y t h e C i t y o r f i n a l b u i l d i n g an d z o n i n g i n s p e c t i o n f o r t h e b u i l d in g / s t r u c t u r e , w h i c h e v e r o c c ur s f i r s t . Ad d i t i o n a l l y , t h e p r o p e r t y o w n e r / de v e l o p e r s h a l l p a r t i c i p a t e i n t h e I n f r a s t r u c t u r e Im p r o v e m e n t ( F e e ) P r o g r a m a s d e t er m i n e d b y t h e C i t y E n g i n e e r w h ic h c o u l d in c l u d e f e e s , c r e d i t s , r e i m b u r s e m e n t s , o r a c o m b i n a t i o n t h e r e o f . A s p a r t o f gu a r a n t e e i n g t h e m i t i g a t i o n o f i m pa c t s o n t h e s t o r m d r a i n a g e s y st e m , a s t o r m dr a i n a g e s y s t e m i m p r o v e m e n t p h a s i n g p l a n f o r t h e p r o j e c t s h a l l be s u b m i t t e d b y th e p r o p e r t y o w n e r / d e v e l o p e r t o th e C i t y E n g i n e e r f o r r e v i e w a n d a p p r o v a l a n d sh a l l c o n t a i n , a t a m i n i m u m , ( 1 ) a l a y o u t o f t h e c o m p l e t e s y s t e m; ( 2 ) a l l f a c i l i t y si z e s , i n c l u d i n g s u p p o r t c a l c u l a t i o n s ; ( 3 ) c o n s t r u c t i o n p h a s i n g ; a n d , (4 ) c o n s t r u c t i o n e s t i m a t e s . 5. 1 8 - 2 O n g o i n g O n g o i n g , t h e C i t y s ha l l w o r k w i t h t h e O r a n g e C o u nt y F l o o d C o n t r o l D i s t r i c t ( O C F C D ) t o en s u r e t h a t f l o o d c o n t r o l f a c i l i t ie s a r e w e l l m a i n t a i n e d a n d c a pa b l e o f a c c o m m o d a t i n g , a t a m i n i m u m , f u t u r e 2 5 - y e a r s t o r m f l o w s f o r C i t y - o w n e d a n d m a i n t a in e d f a c i l i t i e s , a n d 1 0 0 - ye a r s t o r m f l o w s f o r C o u n t y f a c i l i t i e s . W h e r e i m p r o v e m e n t s t o lo c a l d r a i n a g e f a c i l i t i e s ha v e t h e p o t e n t i a l t o i n c r e a s e d i s c h a r g e s t o C o u n t y f a c i l i t i e s , t h e C i t y s h a l l a n a l y z e po t e n t i a l i m p a c t s t o C o u n t y f a c i l i t i e s i n c o n s u l t a t i o n w i t h t h e M a n a g e r , C o u n t y o f O r a n g e Fl o o d C o n t r o l D i v i s i o n . E n c r o a c hm e n t P e r m i t s s h a l l b e o b t a i n e d fr o m t h e C o u n t y ’ s P u b l i c Pr o p e r t y P e r m i t s S e c t i o n f o r a n y a c t i v i t y p e r f o r m e d w i t h i n O C F C D’ s r i g h t o f w a y . Pu b l i c W o r k s De p a r t m e n t 5. 1 8 - 3 P r i o r t o t h e i s s u a n c e o f b u i l d i n g pe r m i t s Pr i o r t o t h e i s s u a n c e o f b u i l d i n g p e r m i t s , t h e C i t y s h a l l r e q u i re t h a t b u i l d i n g p l a n s i n d i c a t e th a t n e w d e v e l o p m e n t s w i l l m i n i m i z e s t o r m w a t e r a n d u r b a n r u n o f f i n t o d r a i n a g e f a c i l i t i e s by i n c o r p o r a t i n g d e s i g n f e a t u r e s s u c h a s d e t e n t i o n b a s i n s , o n - s it e w a t e r f e a t u r e s , a n d ot h e r s t r a t e g i e s . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t 5. 1 9 - 1 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t ; t o b e i m p l e m e n t e d p r i o r t o fi n a l b u i l d i n g a n d z o n i n g In s p e c t i o n Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t ; t o b e i m p l e m e n t e d p r io r t o f i n a l b u i l d i n g a n d zo n i n g I n s p e c t i o n , t h e p r o p e r t y o w n e r / d e v e l o p e r s h a l l s u b m i t p r oj e c t p l a n s t o t h e P u b l i c Wo r k s D e p a r t m e n t f o r r e v i e w a n d ap p r o v a l t o e n s u r e t h a t t h e p l a ns c o m p l y w i t h A B 9 3 9 , th e S o l i d W a s t e R e d u c t i o n A c t o f 1 9 8 9 , a s a d m i n i s t e r e d b y t h e C it y o f A n a h e i m a n d t h e Co u n t y o f O r a n g e a n d C i t y o f A n a h e i m I n t e g r a t e d W a s t e M a n a g e m e n t P l a n s . P r i o r t o fi n a l b u i l d i n g a n d z o n i n g i n s p e c t io n , i m p l e m e n t a t i o n o f s a i d p l an s h a l l c o m m e n c e a n d Pu b l i c W o r k s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 2 9 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion sh a l l r e m a i n i n f u l l e f f e c t . W a s te m a n a g e m e n t m i t ig a t i o n m e a s u r es t h a t s h a l l b e t a k e n t o re d u c e s o l i d w a s t e g e n er a t i o n i n c l u d e , b u t a r e n o t l i m i t e d t o : a. D e t a i l i n g t h e l o c a t i o n a n d d e si g n o f o n - s i t e r e c y c l i n g f a c i l it i e s . b. P r o v i d i n g o n - s i t e r e c y c l i n g r e ce p t a c l e s t o e n c o u r a g e r e c y c l i ng . c. C o m p l y i n g w i t h a l l F e d e r a l , St a t e a n d C i t y r e g u l a t i o n f o r h a za r d o u s m a t e r i a l di s p o s a l . d. P a r t i c i p a t i n g i n t h e C i t y o f A n a h e i m ’ s “ R e c y c l e A n a h e i m ” p r o gr a m o r o t h e r su b s t i t u t e p r o g r a m a s m a y be d e v e l o p e d b y t h e C i t y . In o r d e r t o m e e t t h e r e q u i r e m e n t s o f t h e S o l i d W a s t e R e d u c t i o n Ac t o f 1 9 8 9 ( A B 9 3 9 ) , t h e pr o p e r t y o w n e r / d e v e l o p e r s h a l l im p l e m e n t n u m e r o u s s o l i d w a s t e r ed u c t i o n p r o g r a m s , a s re q u i r e d b y t h e P u b l i c W o r k s D e p a rt m e n t , i n c l u d i n g , b u t n o t l i m it e d t o : a. F a c i l i t a t i n g r e c y c l i n g b y p r o vi d i n g c h u t e s o r c o n v e n i e n t l o c at i o n s f o r s o r t i n g a n d re c y c l i n g b i n s . b. F a c i l i t a t i n g c a r d b o a r d r e c y c l in g ( e s p e c i a l l y i n r e t a i l a r e a s ) b y p r o v i d i n g a d e q u a t e sp a c e a n d c e n t r a l i z e d l o c a t i on s f o r c o l l e c t i o n a n d s t o r i n g . c. F a c i l i t a t i n g g l a s s r e c y c l i n g ( e sp e c i a l l y f r o m r e s t a u r a n t s ) b y p r o v i d i n g a d e q u a t e sp a c e f o r s o r t i n g a n d s t o r i n g . d. P r o v i d i n g t r a s h c o m p a c t o r s f o r n o n - r e c y c l a b l e m a t e r i a l s w h e n ev e r f e a s i b l e to r e d u c e t h e t o t a l v o l u m e o f s o l i d w a s t e a n d t h e n u m b e r o f t r i ps r e q u i r e d fo r c o l l e c t i o n . e. P r o h i b i t i n g c u r b s i d e p i c k - u p . 5. 1 9 - 2 O n g o i n g d u r i n g p r o j e c t op e r a t i o n O n g o i n g d u r i n g p r o j e c t op e r a t i o n , t h e f o l l o w i n g p r a c t i c e s s h a l l b e i m p l e m e n t e d , a s fe a s i b l e , b y t h e p r o p e r t y o w n e r / d e v e l o p e r : a. U s a g e o f r e c y c l e d p a p e r p r o d uc t s f o r s t a t i o n a r y , l e t t e r h e a d , a n d p a c k a g i n g . b. R e c o v e r y o f m a t e r i a l s s u c h a s a l u m i n u m a n d c a r d b o a r d . c. C o l l e c t i o n o f o f f i c e p a p e r f o r r e c y c l i n g . d. C o l l e c t i o n o f p o l y s t y r e n e ( f o a m ) c u p s f o r r e c y c l i n g . e. C o l l e c t i o n o f g l a s s , p l a s t i c s , k i t c h e n g r e a s e , l a s e r p r i n t e r t o n e r c a r t r i d g e s , o i l , ba t t e r i e s , a n d s c r a p m e t a l f o r r e c y c l i n g o r r e c o v e r y . Pu b l i c W o r k s De p a r t m e n t Hi l t o n G a r d e n I n n a n d H o m e 2 S u i t e s H o t e l P r o j e c t R: \ P r o j e c t s \ A N A \ 3 A N A 0 0 9 1 0 6 \ M M P \ M M P _ 0 5 2 3 1 8 . d o c x 3 0 Mitigation Monitoring Program HI L T O N G A R D E N I N N A N D H O M E 2 S U I T E S H O T E L P R O J E C T MI T I G A T I O N M O N I T O R I N G P R O G R A M N O . 3 5 0 Mi t i g a t i o n Me a s u r e N o . Ti m i n g Me a s u r e Responsible for Monitoring Completion 5. 1 9 - 3 P r i o r t o i s s u a n c e o f b u i l d i n g pe r m i t s Pr i o r t o i s s u a n c e o f b u i l d i n g p e r m i t s , p l a n s s h a l l s h o w t h a t t r as h s t o r a g e a r e a s s h a l l b e pr o v i d e d a n d m a i n t a i n e d i n a l o c a t i o n a c c e p t a b l e t o t h e C i t y o f A n a h e i m D e p a r t m e n t o f Pu b l i c W o r k s , O p e r a t i o n s D i v i s i on . O n a n o n g o i n g b a s i s , t r a s h s to r a g e a r e a s s h a l l b e pr o v i d e d a n d m a i n t a i n e d i n a c c o r d a n c e w i t h a p p r o v e d p l a n s o n f i le w i t h s a i d D e p a r t m e n t . Pu b l i c W o r k s De p a r t m e n t 5. 1 9 - 4 P r i o r t o i s s u a n c e o f e a c h b u i l d i n g pe r m i t , Pr i o r t o i s s u a n c e o f e a c h b u i l d i n g p e r m i t , t h e P r o p e r t y O w n e r / D ev e l o p e r s h a l l de m o n s t r a t e t h a t t h e p l a n s i n c l u d e p r o v i s i o n s f o r t h e i n s t a l l a t io n o f t r a s h a n d r e c y c l e re c e p t a c l e s n e a r a l l b e n c h e s a n d n e a r h i g h t r a f f i c a r e a s s u c h a s p l a z a s , t r a n s i t s t o p s a n d re t a i l a n d d i n i n g e s t a b l i s h m e n t s . Pu b l i c W o r k s De p a r t m e n t 5. 1 9 - 5 P r i o r t o i s s u a n c e o f e a c h g r a d i n g an d b u i l d i n g p e r m i t Pr i o r t o i s s u a n c e o f e a c h g r a d i n g a n d b u i l d i n g p e r m i t , t h e P r o p er t y O w n e r / D e v e l o p e r s h a l l su b m i t t o t h e P l a n n i n g D i r e c t o r o r P l a n n i n g S e r v i c e s M a n a g e r f o r a p p r o v a l a C o n s t r u c t i o n Wa s t e M a n a g e m e n t P l a n t h a t , a t a m in i m u m , s p e c i f i e s t h a t a t l e a st 7 5 p e r c e n t o f n o n - ha z a r d o u s c o n s t r u c t i o n a n d d e m o li t i o n d e b r i s s h a l l b e r e c y c l e d or s a l v a g e d a n d i d e n t i f i e s th e m a t e r i a l s t o b e d i v e r t e d f r o m d i s p o s a l a n d w h e t h e r t h e m a t e ri a l s w i l l b e s o r t e d o n s i t e or c o - m i n g l e d . Pl a n n i n g a n d B u i l d i n g De p a r t m e n t A Valet Operations Plan was inadvertently omitted from the Staff  Report’s Attachment No. 9 “Justification for Minor Conditional Use  Permit for Valet Parking.” The Public Works Department, Traffic  Engineering Division has approved the attached Valet Operations Plan  for the Hilton Garden Inn / Home 2 Suites hotel project.          1 | Page    Hilton Garden Inn/Home 2 Suites/Holiday Inn Express Valet Operations Operations Plan Prepared on March 19, 2018 General Comments Both hotels have a circular guest arrival area in front of each hotel.  The area is large enough for  valets to pick up guest vehicles in the designated Valet Drop Zone.  The valet for each hotel will  then drive the vehicle from valet greeting zone directly into the gated garage located within  Hilton Garden Inn/Home 2 Suites.   The valet parking route is shown in Blue will the retrieval  route is shown in red.    The parking garage for Holiday Inn/Hilton Garden Inn/Home 2 Suites will be for valet use only.   No hotel guests or visitors will be allowed to self‐park in the parking garage. There will be 2  subterranean levels of parking within the garage.  Guest’s vehicles are returned along the same  route directly to the front of each hotel.  Valet Drop Zone – Reference Appendix A The ideal location for the Valet Drop Zone is located near the front entrance of the hotels.  Both  hotel entrances will guide guests to the valet greeting zone with way finding signage. There are  also additional check‐in spots in the middle of both hotels. The Drop Zone will have ample room  for 4‐6 cars.  The valet podium will be located near the front door allowing the valets to greet  all guests as they arrive.  Once the check‐in process has been completed, the vehicles will then  be taken directly down the ramp into the valet controlled subterranean garage. Utilizing the  middle area between the two hotels as the valet drop zone will clear the lanes for any other  vehicles (guests, deliveries etc.). This reduces congestion while also providing increased safety  for any pedestrians/guests walking to the lobby.   NEW CORRESPONDENCE      2 | Page    There are two valet podiums next to each lobby entrance. Keys are secured inside a locked  podium manned by a valet or supervisor. Once the vehicle has been parked, the valet stores the  keys and logs any necessary information into the system. Communication between the valet  and front desk will consist of in person exchanges and short distance walkie‐talkies.   Valet Storage Area – Reference Appendix B The Valet Storage Area will be located on levels 1 & 2 of the parking garage.   Valet proximity to  the Valet Drop Zone is key to returning the vehicle quickly.   Valet Retrieval times are key  performance indicators for any valet operation and is critical to a successful valet operation.     The valet drives the vehicle from the Valet Drop Zone along the previously mentioned route  and into the garage. The Valet Storage Area will consist of all tandem parking spots within the  parking garage.  All parking spots within the garage will be numerically numbered. On retrieval,  the valet exits the storage area and returns to the Valet Drop Zone.    The entire parking garage will be valet only serving for business and hotel employee parking.   There will be no self‐parking allotted for guests.  There are 224 parking spots on site: 27 on the  ground level including 8 handicap spots, 99 on the first parking level ( 61 of which are tandem  spots), and 101 on the second level (61 of which are tandem spots).   Service Area – Reference Appendix C Any service deliveries or pickups will be scheduled by the hotel’s general manager and  coordinated by the valets on site to make sure that the lanes are clear and safe. Other types of  shuttle and/or deliveries such as Ubers or Lyfts will be controlled and coordinated by the valets.   All deliveries and shuttles will be able to utilize the loading area north of the Hilton Garden Inn/  Home2 Suites valet area.  In addition, when deliveries or pick‐ups are made at times while  pedestrian movement restricts or limits service vehicle access, an employee shall be present  prior to stop trucks proceeding through the gate when pedestrians are crossing the driveway.       3 | Page    Summary: In summary, this valet operations plan provides more than sufficient parking possibilities  coordinated between front‐desk and valet. The route from the valet greeting zone into the  garage and on the return is clear and does not contain any impediments to traffic. Since the  garage is gated, this also decreases any chances of transient vehicles entering unnoticed.    Report Prepared by:  Tyson Varner  Senior Portfolio Manager, LAZ Parking    Muhijadin Ahmed  Location Manager, LAZ Parking  February 23rd, 2018                             4 | Page    Appendix A        5 | Page    Appendix B          6 | Page    Appendix C